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Agenda 12/13/2022 Item #16C13 (Design Services for Wilson Blvd Wellhouse & Infrastructure Improvements)
12/13/2022 EXECUTIVE SUMMARY Recommendation to approve the selection committee’s ranking and authorize staff to begin contract negotiations with Jacobs Engineering Group Inc., related to Request for Professional Services (“RPS”) No. 22-8011 for “Design Services for Wilson Blvd Wellhouse & Infrastructure Improvements,” so staff can bring a proposed agreement back for the Board’s consideration at a future meeting. OBJECTIVE: To approve the selection committee’s ranking for RPS No. 22-8011, and to negotiate an Agreement to engage the services of Jacobs Engineering Group, Inc., to provide professional engineering design and construction phase services for the Wilson Boulevard Wellhouse & Infrastructure Improvements Project. CONSIDERATIONS: The Collier County Transportation Engineering Division is planning to complete a road widening project on Wilson Boulevard from Golden Gate Boulevard (CR 876) to Immokalee Road (CR 846). The proposed project will widen the current two-lane undivided roadway to a four-lane divided roadway with curb and gutter. The proposed road widening project will impact a portion of the Collier County Water Sewer District’s Tamiami Wellfield. There are twelve existing Tamiami wells and a 24-inch raw water main and associated infrastructure within and adjacent to the roadway widening project area. Those wells account for fifteen percent (15%) of the total fresh raw water being delivered to two regional water treatment plants. The existing raw water main will need to be replaced with a new raw water main located adjacent to the proposed westerly right of way line of Wilson Boulevard in the project area. Improvements at each wellhouse or well vault shall include, but not be limited to, connecting the existing well piping to the new raw water main, wellhouse/well vault site improvements, and electrical/SCADA improvements. This project will provide for the design and construction phase services of the proposed Tamiami Wellfield improvements necessary for the widening of Wilson Boulevard. On June 9, 2022, the Procurement Services Division posted RPS No. 22-8011, Design Services for Wilson Boulevard Wellhouse & Infrastructure Improvements. In order to stimulate interest, staff extended the response deadline twice for an additional two weeks each time. Staff also performed additional vendor outreach, but the County only received one proposal by the September 8, 2022, submission deadline. That proposal, submitted by Jacobs Engineering Group, Inc., was found to be responsive and responsible by the selection committee when it met and scored the proposal on October 14, 2002, as follows. Firm Name Final Ranking Jacobs Engineering Group, Inc. 1 Staff is recommending that the Board approve the selection committee's above ranking and authorize staff to be gin contract negotiations with Jacobs Engineering Group, Inc. Jacobs Engineering Group has been in business since 1995, with two local offices, and has provided services on prior Collier County projects over the past 20 years. Jacobs Engineering Group, Inc. has recently completed design services for Collier County’s Vanderbilt Beach Road Extension and completed the Wilson Boulevard Widening Corridor Planning Study. If staff is unable to reach a proposed agreement with Jacobs Engineering Group, Inc., it will need to resolicit these services in an effort to obtain other interested consultants. FISCAL IMPACT: Funding for the subsequent contract is within the FY2023 Capital Budget. The source of funding will be the Water User Fee Fund (412). LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SRT GROWTH MANAGEMENT IMPACT: This project meets current Growth Management Plan standards to 16.C.13 Packet Pg. 1521 12/13/2022 ensure the adequacy and availability of viable public facilities. RECOMMENDATION: That the Board of County Commissioners, Ex-officio the Governing Board of the Collier County Water-Sewer District, approves the selection committee’s ranking and authorizes staff to begin contract negotiations with Jacobs Engineering Group Inc., related to RPS No. 22-8011 for “Design Services for Wilson Blvd Wellhouse & Infrastructure Improvements,” so that a proposed agreement can be brought to the Board for consideration at a future meeting. Prepared by: Tom Sivert, P.E., Project Manager III (Licensed), Engineering & Project Management Division ATTACHMENT(S) 1. [Linked] 22-8011 Jacobs Engineering Group Inc Proposal (PDF) 2. 22-8011 NORA executed (PDF) 3. 22-8011 Final Ranking (PDF) 4. 22-8011 Solicitation (PDF) 16.C.13 Packet Pg. 1522 12/13/2022 COLLIER COUNTY Board of County Commissioners Item Number: 16.C.13 Doc ID: 23991 Item Summary: To approve the selection committee’s ranking and authorize staff to begin contract negotiations with Jacobs Engineering Group Inc., related to RPS No. 22-8011 for “Design Services for Wilson Blvd Wellhouse & Infrastructure Improvements,” so that a proposed agreement can be brought to the Board for consideration at a future meeting. Meeting Date: 12/13/2022 Prepared by: Title: Project Manager, Senior – Public Utilities Planning and Project Management Name: Tom Sivert 11/22/2022 7:55 AM Submitted by: Title: Director – Public Utilities Planning and Project Management Name: Matthew McLean 11/22/2022 7:55 AM Approved By: Review: Water Pamela Libby Additional Reviewer Completed 11/22/2022 7:59 AM Water Howard Brogdon Additional Reviewer Completed 11/22/2022 8:04 AM Procurement Services Ana Reynoso Level 1 Purchasing Gatekeeper Completed 11/22/2022 9:34 AM Public Utilities Planning and Project Management Benjamin Bullert Additional Reviewer Completed 11/22/2022 10:42 AM Public Utilities Planning and Project Management Matthew McLean Additional Reviewer Completed 11/22/2022 11:52 AM Procurement Services Sue Zimmerman Additional Reviewer Completed 11/22/2022 1:05 PM Public Utilities Operations Support AmiaMarie Curry Additional Reviewer Completed 11/28/2022 11:23 AM Public Utilities Department Drew Cody Level 1 Division Reviewer Completed 11/28/2022 3:00 PM Public Utilities Department George Yilmaz Level 2 Division Administrator Review Completed 11/28/2022 3:44 PM County Attorney's Office Scott Teach Level 2 Attorney Review Completed 11/28/2022 4:32 PM Community & Human Services Geoffrey Willig Additional Reviewer Skipped 11/28/2022 8:09 AM Office of Management and Budget Geoffrey Willig Additional Reviewer Skipped 11/28/2022 8:09 AM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 11/29/2022 10:05 AM Office of Management and Budget Susan Usher Additional Reviewer Completed 11/30/2022 4:20 PM Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 12/01/2022 8:41 AM County Manager's Office Dan Rodriguez Level 4 County Manager Review Completed 12/05/2022 9:28 AM Board of County Commissioners Geoffrey Willig Meeting Pending 12/13/2022 9:00 AM 16.C.13 Packet Pg. 1523 Revised Notice of Recommended Award Solicitation: 22-8011 Title: Design Services for Wilson Blvd Well House & Infrastructure Improvements Due Date and Time: September 8, 2022 at 3:00 PM Respondents: Company Name City County State Final Ranking Responsive/Responsible Jacobs Engineering Group Inc Naples Collier FL 1 Yes/Yes Utilized Local Vendor Preference: Yes No Recommended Vendor(s) For Award: On June 9, 2022, the Procurement Services Division issued Request for Professional Services (RPS) No. 22-8011 Design Services for Wilson Blvd Well House & Infrastructure Improvements to twenty thousand three hundred and sixty-eight (20,368) vendors and Seventy-seven (77) proposal packages viewed the Solicitation. The due date was extended twice for an additional two (2) weeks each time. Staff performed additional vendor outreach, and one (1) proposal was received by the September 8, 2022 deadline. Staff reviewed the proposal received and deemed them responsive and responsible. The Selection Committee convened on October 14, 2022, scored the proposal, and established a final ranking, as shown above. Staff is recommending negotiations with Jacobs Engineering Group Inc. Contract Driven Purchase Order Driven Required Signatures Project Manager: Procurement Strategist: Procurement Services Director: __________________________________ _________________ Sandra Herrera Date DocuSign Envelope ID: 88A10D34-AD77-4758-90C2-B03BF81774EF 11/2/2022 11/2/2022 11/2/2022 16.C.13.b Packet Pg. 1524 Attachment: 22-8011 NORA executed (23991 : Design Services for Wilson Blvd. Wellhouse & Infrastructure Improvements) Selection CommitteeFinal RankingRPS #: 22-8011Title: Design Services for Wilson Blvd Well House & Infrastructure ImprovementsName of Firm Tom Sivert Pam Libby Alicia Abbott Dennis McCoy Mike RaabeTotal ScoresFinal RankingJacobs Engineering Group Inc.90 91 91 90 91453.00 1Procurement Professional Leeann Charles11/7/2022Page 1 of 116.C.13.cPacket Pg. 1525Attachment: 22-8011 Final Ranking (23991 : Design Services for Wilson Blvd. Wellhouse & Infrastructure 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 WILSON BLVD WELL HOUSE & INFRASTRUCTURE IMPROVEMENTS RPS NO.: 22-8011 LEEANN CHARLES, PROCUREMENT STRATEGIST PROCUREMENT SERVICES DIVISION 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FLORIDA 34112 TELEPHONE: (239) 252-4270 Leeann.Charles@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. 16.C.13.d Packet Pg. 1526 Attachment: 22-8011 Solicitation (23991 : Design Services for Wilson Blvd. Wellhouse & Infrastructure Improvements) SOLICITATION PUBLIC NOTICE REQUEST FOR PROFESSIONAL SERVICES (RPS) NUMBER: 22-8011 PROJECT TITLE: DESIGN SERVICES FOR WILSON BLVD WELL HOUSE & INFRASTRUCTURE IMPROVEMENTS RPS OPENING DAY/DATE/TIME: July 12th, 2022 at 3:00pm 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 Engineering 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 The Engineering and Project Management Division (EPMD) of the Public Utilities Department (PUD) has program areas funded annually for the evaluation and upgrading of the Raw Water Wellfield System throughout Collier County. Collier County will be completing a roadway widening project on Wilson Boulevard from Immokalee Road to Golden Gate Boulevard. There are twelve (12) existing Tamiami Wells and a 24-inch raw water main and applicable infrastructure within/adjacent to the roadway widening project area. These wells account for 15% of the total fresh raw water being delivered to the two regional water treatment plants. The existing raw water main will need to be replaced with a new raw water main located adjacent to the new westerly right of way line of Wilson Boulevard. Improvements at each wellhouse/well vault, including, but not limited to, connecting existing well piping to the new raw water main, wellhouse/well vault site improvements, electrical conduit & conductor improvements and SCADA improvements will be completed as part of this project. The purpose of this solicitation is to select a qualified engineering firm (EOR) to provide design, bidding, and construction phase services identified in the scope of work below. This work also includes coordinating with other PUD and GMD Transportation staff to complete the construction of CCWSD’s Tamiami Wellfield infrastructure improvements in this area. The proposing firm’s designated staff (and their alternates) shall have experience providing water and well design services, a thorough understanding of the Collier County Utilities Standards Manual, and be familiar with the Florida Department of Environmental Protection (FDEP) requirements as applicable to the project scope of work. TERM OF CONTRACT County reserves the right to modify this scope during negotiations for budgetary reasons. The contract term, if an award is made, will commence on the date of the Notice to Proceed and end upon acceptance and approval of the final payment. Prices shall remain firm for the 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 Major Items to Address in this project, include, but are not limited to: a. Raw Water Main Replacement - Replacement of a 24” raw water main from its current location to just inside new ROW line - New subaqueous canal crossing b. Wellhouse & Well Vault Improvements - Connect existing wellhouse/vault piping to new raw water main 16.C.13.d Packet Pg. 1527 Attachment: 22-8011 Solicitation (23991 : Design Services for Wilson Blvd. Wellhouse & Infrastructure Improvements) - Replace existing well vault piping and locate above new ground slab at Well House 11 - Replace existing well vault piping and locate above new ground slab at Well Vaults 9,10,12,13,15 & 16 - Replace Well No. 37 pig launcher piping as required to new raw water main c. Electrical & SCADA/IT Improvements - Replace conduit/conductors for as required to accommodate proposed roadway construction - Replace SCADA/IT conduit & fiber as required to accommodate proposed roadway construction. 1. Preliminary Engineering Design TASK 1.1 – Project Start-up a. Initial Kick-Off Meeting – The EOR will organize an initial kick-off meeting with PUD staff to review the project scope, project objectives/goals, project standards and project schedule for completing the work. This effort should also include the review of available funding sources. The EOR team shall prepare a project agenda and written meeting minutes summarizing the discussion and the project action plan. b. Utility Master Plans – The EOR will review the CCWSD’s utility master plans prior to the kick-off meeting to determine if any master plan work is required in or around the project area. c. Roadway Widening Study – The EOR will review the Wilson Blvd roadway widening documents from Growth Management. d. Initial Project Timeline – EOR team will prepare an initial project timeline and submit to PUD staff at the Initial Kick-Off Meeting. The EOR team shall update the schedule monthly throughout the duration of the project and shall provide a copy of the updated schedule to PUD staff at their request. TASK 1.2 – Hydraulic Analysis a. Gather and review record drawings of existing utilities within the project corridor. b. Review the raw water hydraulic model and identify any impacts the proposed construction will create and provide the respective solutions. TASK 1.3 –Surveying Services A survey of the existing improvements within the limits of the proposed road right-of-way or applicable easements will be performed by the roadway design consultant. The resulting survey will be provided to the utility design consultant for their use. The intent is to complete a single survey that will suit the needs of both the roadway and utility design consultants. For areas not within the proposed right-of-way but necessary in the design of the utilities scope of work, survey tasks may include, but are not limited to: a. Establishment vertical and horizontal controls. Elevations will be in NAVD 1988 Datum and Coordinates will be State Plane 83 for the Florida West Zone. The conversion from NAVD 1988 to NGVD 29 will be clearly identified on each plan sheet. b. Complete of a boundary and topographic survey as required of the improvements necessary for completion of the design scope of work and not included by the roadway survey. Utilize local (Collier County) knowledgeable registered land surveyors to determine all the easements and/or property boundaries; collect and record the limits of property or easement boundaries as well as the physical location of the existing infrastructure components. As part of this task, call Sunshine State One-Call System to have the existing utilities located and to determine utility ownership (water, irrigation quality water gas, electric, force mains, etc.) prior to performing any field survey efforts. The survey shall collect, but not be limited to, the following items as required and/or applicable. • Existing utilities, both above ground and below ground • Existing Stormwater Management pipes (size and type), swales, channels structures • Existing driveways • Existing trees • Existing mailboxes • Fencing/Bollards (conditions and sufficiency for future expansion) • Landscaping (code considerations) and irrigation facilities • Right of Way & Roadway Cross Sections every 50 feet • County Utilities Easement boundaries c. Submittal of two (2) full size and one (1) half size copies of the boundary and topographic survey to PUD staff. Submit an AutoCAD file (dwg) of the boundary and topographic survey to PUD staff. The boundary and topographic map shall include 16.C.13.d Packet Pg. 1528 Attachment: 22-8011 Solicitation (23991 : Design Services for Wilson Blvd. Wellhouse & Infrastructure Improvements) the latest aerial photography as a background. TASK 1.4 - Geotechnical Investigation a. A geotechnical investigation will be performed by the roadway design consultant and provided to the utility design consultant. The utility design consultant will have an opportunity to provide input to the roadway design consultant as to the location and depth of proposed borings in the vicinity of the canal to assist the utility design consultant in specification of the subaqueous canal crossing. The intent is to complete a single geotechnical investigation that will suit the needs of both the roadway and utility design consultants. TASK 1.5 - Soft Dig Investigation a. Meet with PUD Staff on-site to review procedures to complete the soft dig investigations. b. Excavate existing utilities within the project area to include, but not limited to, horizontal and vertical location of existing utility pipe, type of utility pipe, size of utility pipe, utility pipe material and condition of existing pipe material. EOR team will call Sunshine One if the utility mark-ups need to be refreshed. Soft dig investigations shall be performed using an approved air/vacuum piece of equipment that will keep the disturbance to a minimum and shall not damage any existing facilities. c. Field mark all existing utilities found either by wooden lathes or by marking on the pavement (nail & paint). Marks need to remain during the design phase, but lathes need to be removed after the final plans have been approved. d. EOR team shall repair all excavation holes in the natural ground and/or pavement to a condition as equal to or better than the original condition. e. EOR team shall provide one (1) full size, one (1) half size plan and AutoCAD file (dwg format) of the soft dig investigation in the project area to PUD Staff. TASK 1.6 - 30% Plans Preparation The EOR shall prepare 30% construction plans. a. Incorporate all record drawings within the project area and the soft dig investigation into the 30% construction plans. a. Incorporate the boundary and topographic survey into the 30% construction plans. b. Prepare 30% construction plans detailing the proposed raw water main within the project area. Include on these plans the survey work, soft dig investigation work, any pertinent geotechnical information, and the aerial photo in the background. The profile view does not need to be completed. c. Submit three (3) full size and one (1) half size of the 30% construction plans at least two (2) weeks prior to the meeting with PUD Staff. Organize and conduct a 30% plan review meeting with PUD staff to discuss the preliminary construction plans. Revise construction plans as required to reflect PUD comments. 2. Design Task 2.1 Final Design and Permitting Phase a. Based on the accepted 30% construction plans, EOR will prepare final drawings and specifications, which provide the general scope, extent, and character of the work to be furnished, and performed by the Contractor. Consultant will prepare and submit drawings and specifications at the 60-, 90- and 100-percent complete stages for review and approval. An engineer’s opinion of probable construction cost will accompany each submittal. EOR shall meet with PUD’s design and operations staff and obtain their written acceptance (signature approval) of the work completed to date. EOR shall incorporate the roadway widening plans to these plans. b. Technical specifications will be based on the 16-Division format of the Construction Specifications Institute (CSI) in MS Word format. In addition to technical specifications, EOR will coordinate with PUD staff to develop necessary General Conditions, Supplemental Conditions, and Special Provisions Specifications specifically for the project being constructed and recollection of all lessons learned of similar completed projects. Standard Collier County Specifications may be used for reference, but the Engineer shall not rely on them as a replacement for sound engineering judgment and responsibility. 16.C.13.d Packet Pg. 1529 Attachment: 22-8011 Solicitation (23991 : Design Services for Wilson Blvd. Wellhouse & Infrastructure Improvements) Current County Right-of-Way construction specifications shall be utilized. Documents shall include drawings and project specifications ready for bidding, consistent with Collier County standards, including, but not limited to, the following or as approved by the County Project Manager: • Cover sheet, index, and key map • Civil Site Plan including fencing and landscaping • Existing Conditions map • Demolition Plan • Infrastructure Plan and Profile Sheets • Electrical Plan Sheets • SCADA Plan Sheets • Civil, Mechanical, Electrical and SCADA Details • Wellhouse Modifications as applicable c. Prepare all Utility Work Schedules, RGB design drawings (at all stages) and any other required documentation requested for the Wilson Boulevard Roadway Widening project. Consultant shall attend all utility coordination meetings between Growth Management, their design consultant and the Public Utilities Engineering and Project Management Division. d. Prepare applications for all GMD’s Right-of-Way permits, Insubstantial Change to a Site Improvement Plan when required from Collier County Growth Management Division and respond to requests for additional information. Prepare all other required permit applications. Permitting fees will be paid by PUEPMD. e. Furnish copies of Contract Documents that include engineering drawings and specifications for review. Present and review them in person with PUD staff in accordance with the project schedule and make appropriate changes as requested. f. Prepare a permit application for submittal to the Florida Department of Environmental Protection (FDEP) and provide backup documentation including drawings and specifications. Respond to all requests for additional information (RAI) from the FDEP. Permitting fees will be paid by the EOR team and reimbursed by PUEPMD. g. Permit application for submittal to the South Florida Water Management District (SFWMD) and/or Big Cypress Basin will be performed by the roadway design consultant. The utility design consultant shall provide assistance and/or information/documentation as required to obtain any required permits from the SFWMD. h. Prepare permit application for submittal to any jurisdiction necessary to construct and place into service the proposed utility improvements. Applicable fees will be reimbursed by the County. i. South Florida Water Management District (SFWMD) Notice General or Individual permit and dewatering permit as applicable. j. Preparation of Notice of Intent (NOI) to use the Generic Permit for Discharge of Ground Water as applicable. k. Dewatering Operations: Offsite discharge of produced groundwater requires submittal of a Notice of Intent (NOI) through the FDEP NPDES program. The NOI that will be signed by the Owner/Applicant requires certification that contaminants are not present in groundwater. The consultant must prepare the NOI for Owner signature, prepare an application letter, and submit the form to the FDEP. The application letter will include details regarding the dewatering plan, temporary storage/treatment of dewatering effluent for turbidity, the location of offsite discharge points, and a review of potential contaminated sites from FDEP databases. FDEP offsite discharge permits have a duration of 5 years. Task 2.2 Bidding and Award Phase Except for the following, bid/quote services will be performed by the Collier County Procurement Division. EOR will assist the County with the following: a. Respond to bidders’ questions, prepare addenda, interpret, clarify, or expand the bidding documents, as required b. Attend and participate in the pre-bid meeting. c. Consult with and advise the County as to the acceptability of the contractor and subcontractors, suppliers and other persons and organizations proposed by the prime contractor for those portions of the work in accordance with bidding documents. d. Consult with the County concerning, and determine the acceptability of, substitute material and equipment proposed by the Contractor when substitution prior to the award of contracts is allowed by the bidding documents. e. Attend the bid opening, review bids, qualifications. f. Provide a recommendation letter of award along with a “Reference Log” showing date, time, and comments of all contacted 16.C.13.d Packet Pg. 1530 Attachment: 22-8011 Solicitation (23991 : Design Services for Wilson Blvd. Wellhouse & Infrastructure Improvements) references provided by the prospective contractor in accordance with Procurement policy. Task 2.3 Public Involvement during Design Phase EOR and their subconsultant(s) shall participate in all required public involvement activities throughout the design phase. In general, public involvement will be the responsibility of the roadway design consultant. The utility design consultant will provide input and participation as requested. This may include: a. Providing newsletter input for informational newsletter(s) which describes the project and addresses frequently asked questions. Newsletter(s) to be written in English and Spanish. b. Providing input for press releases as necessary for notification to the public. Press releases to be written in English and Spanish. c. Supporting a public “Hotline.” Coordination with PUD staff will be included should this interface be required. d. Responding to public concerns. e. Attending design progress meetings, as needed, for the duration of the design. f. Develop meeting materials as requested for the design public meeting(s). 3. Post Design Services Task 3.1 – Construction Administration a. Pre-Construction Meeting - The EOR will chair the pre-construction meeting to review the project scope, discuss project submittals and identify issues that need to be addressed prior to the project commencement. The EOR will prepare a draft agenda at least two business days in advance of the pre-construction meeting for County review. The EOR shall issue minutes of the preconstruction meeting within two days after the meeting to all attendees and project stakeholders. b. Construction Progress Meetings – The EOR will chair the weekly/bi-weekly progress meetings to review project status and identify issues that may affect the project. The EOR will prepare a draft agenda at least two business days in advance of each meeting for County review. The EOR shall issue minutes of construction progress meetings within two days after the meeting to all attendees and project stakeholders. c. Submittals/Shop Drawing Reviews - EOR shall review, approve, or take other appropriate action of submittals, shop drawings, samples and other data which Contractor is required to submit. Such reviews and approvals or other action will not extend to means, methods, techniques, sequences, or procedures of construction or to safety precautions and programs incident thereto. Review of a specific item shall not indicate the EOR has reviewed the entire assembly of which the item is a component. EOR shall not be required to review partial submissions or those for which submissions of correlated items have not been received. EOR shall maintain a complete log of all submittals of submittals/shop drawings, noting the dates of first submittal and subsequent reviews and resubmittals, and approval. d. Or-Equal Materials - EOR shall evaluate and determine the acceptability of substitute, or “or-equal” materials and equipment proposed by Contractor. e. Project Schedule - The EOR shall be responsible for the review and acceptance of the Contractor’s progress schedule. The EOR shall review the schedule to ensure that all general work efforts are addressed, that the schedule is following a logical approach to the job, that it is following sound engineering and construction practices and that it identifies all critical path work. The EOR shall monitor the schedule as required to ensure schedule compliance and after a review with the Contractor, advise the County Project Manager of any areas where the Contractor appears to be falling behind. f. Project Pay Applications - The EOR shall review and approve/reject any payment requested by the contractor in an Application for Payment before the pay application is submitted to the Clerk’s office. Payment shall constitute a representation by the EOR to PUD based on the construction inspector’s on-site observations of the work in progress as an experienced and qualified construction professional and on the EOR’s review of the applications for payment and the accompanying data and schedules that the work has progressed to the point indicated; that to the best of the EOR’s knowledge, information and belief, the quality of the work is in accordance with the Contract Documents and that the Contractor is entitled or is not entitled to the payment of the amount recommended. The EOR will process pay requests in accordance with the Florida Prompt Payment Act. All incoming pay requests processed by the EOR shall be mechanically stamped with the date received. g. Request for Information - EOR shall review and respond to all Requests for Information (RFI’s) that the Contractor submits. 16.C.13.d Packet Pg. 1531 Attachment: 22-8011 Solicitation (23991 : Design Services for Wilson Blvd. Wellhouse & Infrastructure Improvements) If required, EOR shall prepare work directives as required to address any changes to the contract documents for issuance by the County Project Manager to the contractor. EOR shall maintain a complete log of all RFIs, noting the dates of first submittal and subsequent reviews and resubmittals, and approval. h. Change Orders & Work Directives - EOR shall prepare all Change Orders and Work Change Directives during the project for the County Project Manager’s review and approval. i. Review the pre-construction video and pictures assessment book provided by the contractor. Generate a list of issues and submit to the County Project Manager no later than two (2) business days after receiving the materials from the contractor. j. Material Testing Records - Maintain records of all density, sampling and testing accomplished and analyze such records required to ascertain acceptability of materials and completed work items. The field reports for records of work and testing results shall be submitted within one week to the County Project Manager. Assist the County in oversight of bacteriological testing and clearance of all new piping installation in accordance with the County’s Utility Standards Manual. k. Preparation of Monthly Report – EOR shall prepare a monthly report of all the construction activities completed for the applicable month. Sections in the report should include, but not be limited to, Executive Summary, Contract Cost Status, Project Schedule, Critical Issues, RFI Status, Submittal Status, Allowance Log, Project Payment Application and Observation Reports and Project Photos. l. Permit Requirements – EOR shall monitor the construction contract to the extent necessary to determine whether construction activities violate the requirements of any permits. EOR shall notify the Contractor of any violations or potential violations and require immediate resolution of the problem. Violations must be reported to the County Project Manager immediately. m. Florida Department of Environmental Protection Certifications - The EOR shall prepare and submit certification packages to the FDEP for the completed sections of the raw water system as applicable. n. Final Construction Certification – Upon issuance of a “notice of final acceptance and recommendation for final payment,” the EOR will provide a signed and sealed certification stating that the Project has been completed by the construction contractor in accordance with the Plans and Specifications of the Contract Documents as amended by the EOR. All services related to the Final Construction Certification shall be provided to the County Project Manager. o. Asset Management Record Information – EOR shall provide all information in the electronic format stipulated by PUD staff required to populate the PUD’s GIS and Asset Management system in place at the time of project completion. p. Final Project Submittal - EOR shall provide PUD with one complete file, itemized, and indexed, of all projects related records at the conclusion of the Project. q. Record Documents shall be provided in accordance with the County’s Utility Standards Manual. Task 3.2– Public Involvement during Construction Public Involvement – EOR and their subconsultant(s) shall complete all required public involvement services throughout the project as requested by Collier County GMD. Work under this item may include, but not be limited to, the following: a. Coordination with property owners and public services affected by construction (e.g., garbage pickup, USPS, public schools (buses), development of road closure notices by GMD staff, etc.). b. Press releases as necessary for notification to the public of relevant construction activity. c. Contacting businesses individually, either personally or by phone, as necessary to inform those businesses closely affected by the construction activities. d. Maintaining the Project Customer Service Log using PUD provided template. e. Responding to public concerns. f. Attending progress meetings, as needed, especially during heavy construction, for the duration of the project. g. Attending other meetings as needed. h. Develop meeting materials for the construction public meeting. 16.C.13.d Packet Pg. 1532 Attachment: 22-8011 Solicitation (23991 : Design Services for Wilson Blvd. Wellhouse & Infrastructure Improvements) Task 3 – Additional Services Additional Services (only as authorized in writing) – In accordance with the contract or purchase order, in the event that other services may arise during the course of the work but were not envisioned as part of the original or amended scope of work; EOR shall submit a proposal to perform Additional Services prior to the performance of the work. The proposal shall include the specific services to be performed, time to complete, compensation, and an explanation as to why the services were not previously envisioned as part of the scope of work. The proposed Additional Services must be approved by the County Project Manager in writing in advance of performance of said Additional Services. Failure to notify the County Project Manager in writing of Additional Services shall be deemed a waiver of any claim by the EOR team that such services were Additional Services. Written authorization from the County Project Manager will be required for any charges that exceed the predetermined upper limit. RESPONSE FORMAT AND SCORING CRITERIA FOR DEVELOPMENT OF SHORTLIST: Proposals must be assembled, at minimum, in the order of the Evaluation Criteria listed or your proposal may be deemed non-responsive 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, Vendor Check List)**** 16.C.13.d Packet Pg. 1533 Attachment: 22-8011 Solicitation (23991 : Design Services for Wilson Blvd. Wellhouse & Infrastructure Improvements) DESIGN SERVICES FOR WILSON BLVD WELL HOUSE & INFRASTRUCTURE IMPROVEMENTS RPS NO. 22-8011 September 8, 2022 Well 15Well 16Well 37Well 14Well 13Well 12Well 11 Cover Letter COVER LETTER September 8, 2022 Leeann Charles, Procurement Strategist Procurement Services Division 3295 Tamiami Trail East, Bldg. C-2 Naples, FL 34112 Subject: Request for Professional Services – Design Services for Wilson Boulevard Well House & Infrastructure Improvements – RPS No.: 22-8011 Dear Selection Committee Members: To successfully complete the Wilson Boulevard Well House & Infrastructure Improvement project, Collier County (County) needs to partner with a proven, local team of consultants who bring unmatched institutional knowledge of the County’s planned Wilson Boulevard Utility and Roadway Projects; twelve existing Tamiami wells and associated infrastructure including the 24-inch raw water main, electrical and SCADA lines; a detailed comprehension of stakeholder concerns; a well-defined approach to critical path items including coordination with the Roadway Project; and experience conceptualizing, planning, designing, and constructing “phased” projects. Jacobs is that team! The widening of Wilson Boulevard is a key component of the County’s future plans to improve the overall traffic network and system connectivity in the Golden Gate Estates and eastern Collier County areas. The Jacobs team met multiple times with County Staff, in the field and in the office, to discuss alternatives to incorporate the new 4-Lane roadway while minimizing impacts to the existing wells and associated infrastructure. After many alternatives were developed and evaluated, the Jacobs team and Collier County decided on an alignment which AVOIDS ALL IMPACTS TO WELL HOUSES AND VAULTS. Currently, there are no planned impacts to the existing Well Heads or associated above ground equipment as a result of this project! However, the proximity of the new roadway to the existing underground infrastructure, which includes a 24 Inch Raw Water Main and associated electrical and SCADA facilities, meant that relocations of the existing underground infrastructure would be required. The relocation of utilities, including a 24-inch diameter raw water main, connection piping from multiple raw water wells, and reconfiguration of electrical and control facilities, must be closely coordinated with the firm designing the roadway widening project. Therefore, it is critical to phase the project in a way that will minimize downtime during construction activities to maintain the current level of service to County residents. Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 To deliver this project efficiently and effectively, the County needs a partner with local planning and engineering technical expertise. The Jacobs team has the experience, technical capabilities, and staff availability to assist you and your stakeholders with the full range of expertise that will be required to complete this project. Our team, led by Project Manager Diana Francois, PE, has full access to all the resources required to deliver the Wilson Boulevard Well House & Infrastructure Improvement project. She will be the primary point of contact for the project. Having managed a wide variety of water resource utility projects, including recent work in Southwest Florida, Diana is perfectly suited for this role. She has 17 years of conveyance planning, design, and construction experience and has worked on vertical and horizontal infrastructure projects. Based in our Naples office, Diana is committed to being accessible to support the County on short notice, as needed. In addition, Deputy Project Manager Bill Gramer, PE, AICP will be responsible for coordination of the Wilson Boulevard Roadway Project to ensure the needs of the Utility Project are well defined and incorporated into the Roadway Project design, ROW acquisition, access management, drainage and permitting. Supporting Jacobs on this project are two local subconsultant firms, bringing specialized expertise and recent, relevant experience to the County’s project: Johnson Engineering, Inc. and Ardaman & Associates, Inc. These highly qualified firms bring relevant knowledge of both the County and the Jacobs staff assigned to this project, resulting in a team synergy that is essential to complete projects on schedule and within budget. Johnson Engineering Our team members have already evaluated this project as part of the Wilson Boulevard Widening Wellfield Infrastructure Impact Assessment and Wilson Boulevard Widening Corridor Study completed in early 2022. We have identified the optimal location for the new raw water main, the necessary improvements to the electrical and communication components of the wells, required access management and the site and drainage improvements that will be required due to the change in elevation of the road. The recommendations made by Jacobs as a result of our assessment will be carried forward by the same professional team members, streamlining coordination and eliminating ramp-up time resulting in a reduced design schedule. The solution provided will maximize operational efficiency, improve constructability, minimize impacts, reduce costs, and expedite permitting! Cover Letter Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 COVER LETTER provided all Surveying services during the previous two studies and Ardaman and Associates provided all Geotechnical services during the two studies. Our Team Brings a Depth of Institutional Knowledge of this Project Area For more than 20 years, Jacobs has provided Collier County services on over 100 projects, including relevant work within the project area, as noted below. •Jacobs (PM Diana Francois) completed the Wilson Boulevard Widening Wellfield Infrastructure Impact Assessment. •Jacobs (Deputy PM Bill Gramer) completed the Wilson Boulevard Widening Corridor Study. •Jacobs (Deputy PM Bill Gramer) completed the Vanderbilt Beach Road Extension (VBRX) design project which intersects this project. o Jacobs recently completed similar services for the VBRX project including well field utility, electrical and SCADA relocations. Additional relevant project experience that will contribute to our unique understanding of this project and the County’s processes can be found in Section 3. The Jacobs team has performed extensive fieldwork (GIS, survey, utility data gathering, field photos, aerial photos, etc.) in preparation for this proposal. We have reviewed all relevant project documentation and researched project issues, including access management, drainage, ROW and easements, developer agreements, and required permits. We are familiar with every square foot of the project area, which allows us to proactively address all critical path elements of this project and expedite delivery of this project on time and within your budget. The Jacobs team will make sure that this critical project (the wells within the project area produce approximately 15 percent of the drinking water supply to Collier County residents), is designed properly, is constructible, functions efficiently, and is well coordinated with the adjacent Wilson Boulevard Roadway Design Project. Our familiarity with Wilson Boulevard; adjacent developments and developer agreements; existing utility service and future utility needs; existing site conditions and planned improvements; and experience with conceptualizing, designing, and constructing projects that will be delivered and constructed in phases (such as the Collier-Immokalee Intersection project, portions of which were designed and constructed over an 18 year period) ensure the most streamlined project delivery done right the first time! Unique Features that Set Jacobs Apart •“Plangineering” approach. Evaluating project elements from a planning, engineering, and constructability standpoint, in 3-D, results in a project that has been vetted for feasibility, constructability, and affordability. •Decades of local experience successfully delivering projects for Collier County. We provide Collier County full access to the in-house expertise and professionals who have successfully delivered similar projects to the County and clients throughout Florida. •Proximity to County offices and project site results in highest level of responsive, on-demand service. Our Naples office, less than 15 minutes from the County offices, serves as the principal and coordinating office. •Staff experience and availability. Jacobs offers the County the right mix and expertise required, allowing for a cost-effective delivery of services. Our team members are committed to serving the County on the Wilson Boulevard Well House & Infrastructure Improvement project throughout the duration of this contract. We look forward to continuing to partner with the County and assist you in meeting your goals and visions for our community. If you have any questions, or require additional information, contact Project Manager, Diana Francois at 239.431.4922 or Diana.Francois@jacobs.com. Our team stands ready to begin work immediately! Sincerely, Jacobs Bill Beddow, PE Principal-In-Charge Bill Gramer, PE, AICP Deputy Project Manager Diana Francois, PE Project Manager Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 TABLE OF CONTENTS 1 Evaluation Criteria No. 1 Ability of Professional Personnel 2 Evaluation Criteria No. 2 Certified Minority Business Enterprise 3 Evaluation Criteria No. 3 Past Performance 4 Evaluation Criteria No. 4 Project Approach, Willingness to Meet Time and Budget Requirements 5 Evaluation Criteria No. 5 Location 6 Evaluation Criteria No. 6 Recent, Current, and Projected Workloads of the Firm 7 Appendix Required Forms, Addenda, Licenses, Resumes EVALUATION CRITERIA NO. 1 Ability of Professional Personnel Well 15Well 16Well 37Well 14Well 13Well 12Well 11 Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 1. ABILITY OF PROFESSIONAL PERSONNEL Since 1977, Collier County has consistently relied on Jacobs (CH2M Hill) to provide planning, design, permitting and construction services on a multitude of projects. This long-term relationship has enabled our Naples-based staff to develop a thorough understanding of the local infrastructure as well as County staff and stakeholders. We have more than 30 years of experience delivering projects in the County, which has resulted in an understanding of your organization, individuals and preferred process for project delivery. Our Naples team understands the critical elements necessary to successfully deliver County projects and ensure that the Well House and Infrastructure Improvements project complies with all applicable standards. Our Subconsultant Partners “Preference will be given to companies making up the team that have worked together on delivery of similar projects” Our Team members routinely work together and offer an integrated approach to provide successful project solutions. For this project, we have chosen to team with proven local subconsultant firms who have the required specialized expertise and knowledge of the project site, a history of quality work on previous projects, and most importantly, have shown a commitment to meet schedule and budget. Johnson Engineering, Inc. will provide all required survey, utilities and assist with permitting tasks. Johnson provides engineering design for land development, land planning, utilities improvements, transportation design, and construction observation and inspection. Their surveying and mapping group specializes in subsurface utility location and mapping (SUE), hydrographic surveying, and geographic information systems. Jacobs and Johnson have worked together on a variety of projects throughout Florida as well as projects specific to the County. We are currently working together on the Bonita Springs Utilities (BSU) Reverse Osmosis Water Treatment Plant Expansion Project, the BSU East Wellfield Expansion Project, Vanderbilt Beach Road Extension, Vanderbilt Beach Road Widening, and Collier III-Phase II Projects. Ardaman & Associates, Inc. provides geotechnical services, soil/groundwater contamination assessments/ remediation, construction materials testing and inspection, hydrogeology, and surface water hydrology. They have provided a wealth of experience serving the infrastructure needs in Florida, having provided geotechnical engineering services on hundreds of projects ranging from the full design of complex interchanges and high-level marine bridge structures down to small County roadway widening projects and PD&E studies. Their staff is knowledgeable and experienced with current state and local County design standards and methodologies. Ardaman has provided geotechnical services for numerous Jacobs and Collier County—many managed by our team members—including Collier Boulevard (CR 951), Gator Canal Bridge, Vanderbilt Beach Road Extension, Alligator Alley Collier County Toll Plaza, and the North Collier Boulevard from Jolley Bridge to San Marco Road Phase II. 1-1 Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 1.ABILITY OF PROFESSIONAL PERSONNEL The Jacobs team offers the County specialized skills and recent, relevant experience to successfully deliver all of the scope items outlined in the RPS on schedule and within budget. The key personnel committed to working on the County’s project bring a broad base of technical expertise and familiarity with Collier County. Our project management, design, permitting, and production teams are locally based, accessible, and available to meet with County staff as needed. Our team organization structure is shown in Exhibit 1-1 below. EXHIBIT 1-1 Team Organization Chart 1-2 Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 1. ABILITY OF PROFESSIONAL PERSONNEL The following are brief overviews of our team management and task leads and their unique qualifications to serve you on this project. Resumes for all team leaders shown on our team’s organization chart can be found in the Appendices of this submittal. Meet our Key Team Members DIANA FRANCOIS, PE Project Manager BILL GRAMER, PE, AICP Deputy Project Manager BILL BEDDOW, PE Principal-in-Charge ERIK JORGENSEN, PE Water Main Technical Advisor 17 years of experience 34 years of experience 28 years of experience 25 years of experience Diana has 17 years of experience designing and managing a wide range of planning and engineering assignments. She routinely manages a wide range of design and construction projects, including electrical improvements, wellfield expansion, conveyance system modeling and design and water treatment plant expansion. Working from Jacobs’ Naples office, Diana’s utility-related experience includes projects for Collier County, Lee County Utilities, Bonita Springs Utilities and the City of Marco Island. Diana successfully led the Wilson Boulevard Widening Wellfield Infrastructure Impact Assessment project and is very familiar with local conditions, consultants, and regulators. • Wilson Boulevard Widening Wellfield Infrastructure Impact Assessment, Collier County, FL • South Water Treatment Plant High Service Pump Station, Marco Island, FL • Transmission & Pump Station Projects, Miami‐Dade Water and Sewer Department (MDWASD) Bill has more than 34 years of experience managing and coordinating a wide range of planning and engineering assignments. He routinely manages and coordinates multi-firm team efforts and provides insight into local conditions, clients, and agencies. Bill is well known to the County as a proactive manager who has been 100 percent dedicated to Collier County for more than 20 years, including serving as project manager and roadway task lead for all of our teams’ major Collier County roadway projects and 15 General Services Contracts. Bill successfully led the Wilson Boulevard Widening Corridor Study. He and his team bring a unique understanding of all facets of the corridor to facilitate delivery of this Well House & Infrastructure Improvements project. • Wilson Boulevard Widening Wellfield Infrastructure Impact Assessment, Collier County, FL • Vanderbilt Beach Road Extension Design, Collier County, FL. Bill brings over 28 years of experience in project management and water resource engineering for Florida clients. As Jacobs’ Client Account Manager and a long-time resident of Southwest Florida, Bill has direct access to all firm resources and is committed to ensuring that your project has all the necessary resources to achieve your objectives. Bill also specializes in deep injection wells, public supply wellfields, aquifer storage and recovery (ASR) systems, water and wastewater treatment facilities, and alternative delivery. As wells are an important aspect of this project, Bill’s decades of engineering experience related to high- value public supply wells will add great value to this contract. • Wilson Boulevard Widening Wellfield Infrastructure Impact Assessment, Collier County, FL • Green Meadows WTP Expansion, Lee County, FL • Upper Floridan Wellfield Expansion, Bonita Springs Utilities, FL • Water and Wastewater Master Plan, Bonita Springs Utilities, FL • City of Fort Myers Wellfields, Fort Myers, FL Erik is a skilled design and project delivery professional focused on water and wastewater engineering. He has successfully led projects as both a consultant and within a public agency, where he was responsible for the wastewater product line capital improvement program (CIP). Erik worked closely with all departments and levels within the organization to build consensus and support to advance the agency’s $500-million five-year CIP objectives. Erik’s experience includes extensive planning, preliminary and detailed design, feasibility studies, permitting, construction, and studies for process confirmation and implementation of new technologies. • North County Regional WTP, Raw Feed Line Evaluation and Nano Feed Rehabilitation, Collier County, FL • North Windmill and Sun N Fun Private System I/I Evaluation, Ordinance, and Smart Sewer Platform, Sarasota County, FL. 1-3 Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 1. ABILITY OF PROFESSIONAL PERSONNEL TOM FARKAS, PG Wells Technical Advisor NIEL POSTLETHWAIT, PE Construction Technical Advisor MARCEL DULAY, PHD, PE Hydraulic Analysis MARK TEXTER, PSM Surveying/Soft Dig Investigation 33 years of experience 20 years of experience 26 years of experience 36 years of experience Tom’s decades of experience on more than 100 Southwest Florida well projects include oversight of public groundwater supply planning, permitting, and development and Underground Injection Control Wells, including aquifer storage and recovery, aquifer recharge, and deep injection well. In addition, he is skilled in test well design and construction permitting, construction phase management, testing and analysis, operational permitting, mechanical integrity testing, and well rehabilitation. Niel brings to this project experience in both engineering and construction projects. As a construction manager and engineer, he understands the nuances of different types of conventional and alternative delivery processes and the importance of integrating team members throughout the project life-cycle. Niel has served as Resident Engineer for BSU, Process Engineer for Fort Myers’ WTP Wellfield Expansion, and managed bidding/construction services on projects for Manatee County. Marcel is a drainage engineer focusing on the conveyance, attenuation, and treatment of stormwater runoff for highways. He has particular experience in planning and design services with a focus on system modeling and data analytics. Marcel has modeled drainage systems, bridge culverts and bridges, and drainage systems. He has authored over 40 studies/designs. Marcel has served as Lead Hydraulic Modeler on numerous FDOT projects, including work in District 1 and throughout the state. Mark is the field crew supervisor for Johnson Engineering’s surveying and mapping team. He brings decades of land surveying experience ranging from a rodman on a survey crew to the owner of a land surveying business, with an emphasis on construction surveying. Mark has worked extensively on construction sites and numerous boundary surveys ranging from one- quarter acre lots to ten-thousand-acre tracts, including Collier and Lee County projects. IVAN SOKOLIC, PE Geotechnical MIKE DICKEY, PE Utility Plans DARREN DYER, PE Utility Plans RICK GORSIRA FDEP/SFWMD Permitting 22 years of experience 24 years of experience 14 years of experience 39 years of experience Ivan has extensive knowledge of geotechnical engineering, pavement evaluation, materials testing, and construction engineering and inspection. His project experience includes foundation design recommendations and materials testing evaluation for transportation facilities and water and wastewater treatment facilities. Based in Fort Myers, he brings a comprehensive understanding of the conditions and challenges in Southwest Florida. Mike’s experience includes master planning, hydraulic modeling, design of water distribution systems, collection systems, and pumping facilities. He previously worked for a utility contractor giving him a deep understanding of the entire utility development process from planning to design, to permitting through construction. Mike has provided utility services for clients throughout Southwest Florida, including numerous projects for Collier County. Darren is responsible for drainage design, environmental permitting, and plans production for transportation, infrastructure, and environmental projects. His experience focuses on drainage, infrastructure, and site development projects. Darren has assisted in producing technical proposals, and contract documents, including plans, specifications, cost estimates, and engineering reports. Rick is experienced in ecological assessments, stormwater, surface water, groundwater, wetland delineation, and local, state, and national permitting. He has expertise in monitoring wellfield withdrawal impacts on wetland hydrology and other water supply projects throughout Florida. Rick has supported several Collier County Roadway projects, including Vanderbilt Beach Road Extension and the Vanderbilt Beach Road Widening Project. 1-4 Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 1. ABILITY OF PROFESSIONAL PERSONNEL RICH MORRISON, PE Site/Civil DAVE NICHOLSON, PE Electrical JENNIFER BALDWIN, PHD, PE Conveyance/Pipeline Design CYRUS SAHARKHIZ, PE SCADA 19 years of experience 23 years of experience 20 years of experience 8 years of experience Rich’s experience includes the design of various types of sites, including water and wastewater treatment facilities, with a focus on the design of water distribution systems and wastewater collection and transmission systems. Rich is fluent in every component of site/civil design, including site layout, grading, roadway design, stormwater conveyance and management, and water and wastewater utility design. He has a broad understanding of West Florida conditions. Dave brings to this project decades of experience in water/wastewater facility design in the Southeast ranging from pump stations and headwork modification to new treatment facility designs. He specializes in the electrical design of power distribution systems for water treatment, wastewater treatment, and solid waste facilities. Jennifer is Jacobs’ Conveyance and Storage Regional Solutions Lead for US South Region. She provides technical leadership on rehabilitation programs and water and wastewater engineering experience including expertise in conveyance systems, force main condition assessments, storage tank design, collection system hydraulic analysis and planning, and pump station hydraulic analysis, especially focused on coastal pumped systems. Cyrus specializes in implementing, commissioning, and troubleshooting PLC code for SCADA-controlled equipment. He has performed field services during construction and implementation of control systems, including equipment inspections, I/O checkout, performance testing, and coordination activities with facility staff and contractor personnel. Cyrus’ work on the County’s SCADA system makes him uniquely qualified to serve the County on this project. TAO FU, PE Mechanical RALPH MYERS, PE Construction Cost Estimating KEVIN HELDORFER Post Design Services COLLEEN ROSS, PE Public Involvement 26 years of experience 36 years of experience 20 years of experience 14 years of experience Tao brings to this project a comprehensive understanding of the nuances of mechanical engineering planning, design, startup/ commissioning and troubleshooting, pump stations, and conveyance systems. The knowledge and lessons learned gained through his extensive involvement in projects for Collier and Lee Counties and Bonita Springs Utilities allows Tao to effectively manage all mechanical requirements for this project. As a former owner/general contractor that delivered hard bid work for more than two decades, Ralph brings experience successfully managing delivery of treatment plant and conveyance systems construction projects throughout Florida. In addition, he has direct knowledge of Southwest Florida, having provided construction management and cost estimating services to Lee County and Bonita Springs Utilities on water utility projects. Kevin has more than 20 years of engineering and on-site experience in various disciplines, focused on Collier County projects. He has served in various roles including Project Designer, Utility Designer, Cost Estimator, Roadway Geometric Designer, and Roadway Alternatives Designer among others. He has managed construction phase services on all transportation projects Jacobs has managed for the County. Colleen brings experience delivering various major transportation projects, specializing in corridor planning, transportation planning studies, and PD&E studies. Her work on the Wilson Boulevard Widening Corridor Study and Collier MPO Long Range Transportation Plan in a public involvement role gives her in-depth knowledge of the project site area and the needs of its residents, stakeholders, and County officials. 1-5 Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 1. ABILITY OF PROFESSIONAL PERSONNEL Our proposed team worked together to successfully deliver many utility projects in Southwest Florida, including several for Collier County. This team of professionals bring the County’s Wilson Boulevard Well House & Infrastructure improvements project all of the required skillsets noted in the RPS, coupled with direct, relevant knowledge of County and Southwest Florida unique conditions, local consultants/contractors, and agency regulators. This knowledge streamlines project delivery and provides the greatest opportunity for implementing this project on schedule, within budget, and to the County’s satisfaction. Exhibit 1-2 Team Member Role on this Project Southwest Florida Work Project Management Water Mains Wells/Wellhouse Preliminary/Final Design Hydraulics Survey and Mapping Geotechnical Construction Documents Permitting Site/Civil Electrical SCADA Mechanical Cost Estimating Contractor Oversight Schedule Monitoring Public Involvement Diana Francois, PE Project Manager Y Bill Gramer, PE, AICP Deputy Project Manager Y Bill Beddow, PE Principal in Charge Y Erik Jorgensen, PE Water Main Advisor Y Tom Farkas, PG Wells Advisor Y Niel Postlethwait, PE Construction/CMAR Advisor Y Marcel Durley, PhD, PE Hydraulic Analysis Y Mark Texter, PSM Survey Y Ivan Sokolic, PE Geotechnical Y Mike Dickey, PE Plans/Final Design Y Darren Dyer, PE Plans/Final Design Y Rick Gorsira Permitting Y Rich Morrison, PE Site/Civil Y Dave Nicholson, PE Electrical Y Jennifer Baldwin, PhD, PE Conveyance Y Cyrus Saharkhiz, PE SCADA Y Tao Fu, PE Mechanical Y Ralph Myers, GC Cost Estimating Y Kevin Heldorfer Plans/Final Design Y Colleen Ross, PE Public Involvement Y 1-6 Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 1. ABILITY OF PROFESSIONAL PERSONNEL Permitting and Regulatory Experience in Southwest Florida We have successfully worked with the South Florida Water Management District (SFWMD), US Army Corps of Engineers (USACE), Florida Department of Environmental Protection (FDEP), FDOT, and the Federal Highway Administration (FHWA), reviewing the plans for meeting state and federal guidelines. Our experience in Collier County and the Golden Gate Estates area keeps us up to date on the latest agency concerns and processes, allowing us to streamline the application and review process and expedite wherever feasible. Exhibit 1-3 demonstrates our team’s experience with regulatory agencies (including those with jurisdiction in Collier County). USACE USFWS FWCC PERMIT TYPEDredge/FillWildlife ReviewWetlandsWater QualityUtilityWildlifeWetlandsT&E SpeciesROWDewateringT&E SpeciesVegetative/Habitat✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓✓ ✓✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓✓ ✓✓✓✓ ✓ ✓ ✓ ✓✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓✓✓ ✓ ✓✓ ✓✓ ✓✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓✓✓✓ ✓✓ ✓✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓✓ ✓✓ ✓✓ ✓ STATE FDEP REGIONAL North Road Realignment ENVRIONMENTAL SPECIES AND HABITAT SURVEYS PERFORMED Oil Well Road SFWMD Palm River Bridge Replacement Tree Farm Road Phase II COLLIER COUNTY PROJECTS AGENCYPine Ridge Road Widening I/II Immokalee Road Widening Vanderbilt Beach Road Extension Collier Boulevard I (Golden Gate to Immokalee) Collier Boulevard II (U.S. 41 to Davis) FEDERAL Vanderbilt Beach Road I Collier Boulevard III (Golden Gate Canal to Golden Gate Blvd) EXHIBIT 1-3 Permitting Experience Our team has a proven track record of successfully working with local, regional and state permitting and regulatory agencies. 1-7 EVALUATION CRITERIA NO. 2 Certified Minority Business Enterprise Well 15Well 16Well 37Well 14Well 13Well 12Well 11 Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 2. CERTIFIED MINORITY BUSINESS ENTERPRISE Jacobs is not a Certified Minority Business Enterprise (MBE). However, people are the heart of our business, and inclusion is one of our core values. We have an unparalleled focus on inclusion, and we have earned a positive reputation for assisting and protecting the interests of minority businesses to promote competition and encourage free market opportunities for MBEs on our contracts both locally and globally. Along with building a team that does quality work, we actively involve MBE firms as important team members in all of our projects whenever possible. Jacobs provides meaningful assignments to our MBE partners that will challenge and grow their technical capabilities and capacity through mentoring and hands on experience. We believe that building diverse teams helps us unlock greater potential for ourselves, our clients, and our communities. Jacobs has an outstanding reputation for equal employment and workforce development, having been recognized nationally with more than 30 awards for MBE/Disadvantaged Business Enterprise (DBE) contracting since 1999, including the Small Business Administration Dwight Eisenhower Award for Excellence and the Frances Perkins Vanguard Award—two of the most prestigious awards available nationally. Additionally, we have received recognition throughout the state of Florida that includes exceeding our commitment to FDOT, where we have received an “A” rating for partnerships with DBEs. Our industry leadership in mentoring MBE/DBE firms is something that we pride ourselves on. 2-1 EVALUATION CRITERIA NO. 3 Past Performance Well 15Well 16Well 37Well 14Well 13Well 12Well 11 3. Past Performance Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 3. PAST PERFORMANCE Our proposed project team has extensive experience on Wilson Boulevard, as well as in the surrounding areas. In addition, we have a demonstrated record of successful performance on projects with significant utility relocation components in the County. Many of our proposed team members delivered the Wilson Boulevard Widening Corridor Study and the Wilson Boulevard Widening Wellfield Infrastructure Impact Assessment, and they have provided services for or in the County on many other projects. These professionals bring their understanding of local conditions, priorities, regulations, and agencies, as well as your preferred methods of project delivery and standards for quality. Just as important, we have the technical expertise and lessons learned gained from our work on these projects, allowing us to efficiently address key challenges that affect project success. The team members proposed to serve the County on the Wilson Boulevard Well House & Infrastructure Improvement project routinely work together delivering multi-disciplined projects for the County and other Florida clients. Our team’s history of working together on similar projects results in a truly integrated team with a demonstrated ability to successfully complete your project—on time and within budget. Unparalleled Knowledge of Collier County We bring a comprehensive understanding of this project and the existing conditions in the County through our decades of experience providing utility, planning, studies, design, and construction management services on projects for the County and other clients in Southwest Florida such as Bonita Springs Utilities, Lee County, the City of Fort Myers, and the City of Marco Island. In addition to successfully completing numerous utility projects, our team has delivered more than a dozen major roadway designs which included many utility relocations for the County. Our team has also delivered hundreds of projects under general services contract assignments. Our Collier County task order work has consisted of the following: utility conveyance and utility plant design, roadway planning, roadway designs, transportation planning, traffic impact study reviews, developer contribution agreement reviews, complete streets, roundabouts, intersection designs, transit designs (bus shelter design, bus stop design), 100 miles of sidewalks and bike lanes, 40 miles of pathways, boardwalk designs, ADA surveys for 400+ County facilities, grant writing (e.g., TIGER, Safe Routes to Schools, EECBG), bridge designs, box culvert designs, pedestrian bridges, weir structural evaluations, 100+ miles of Utility designs, FDEP permitting, drainage design, SFWMD permitting, environmental surveys (T&E species, wetlands, contamination), USACE permitting, consultant peer reviews, pavement evaluations (1,000+ miles), site/civil plans, architectural designs, facilities designs (i.e., electrical, mechanical, HVAC), landfill design (i.e., master planning), construction engineering and inspection, and emergency response services. Our team members have more than a decade of experience partnering on projects for the County, resulting in a truly integrated approach to the Wilson Boulevard Well House & Infrastructure Improvements project. Representative projects include: •Bonita Springs Utilities RO Water Treatment Plant and Wellfield Design and Construction, Bonita Springs, Fl. •Green Meadows Water Treatment Plant Wellfield Roadway Improvements, Lee County, Fl. •Vanderbilt Beach Road Extension Utility, Electrical, and SCADA Relocations, Collier County, FL. 3-1 3. Past Performance Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 3. PAST PERFORMANCE The Jacobs team’s performance on similar projects, including work in Collier County, offers institutional knowledge and lessons learned to expedite delivery of the Well House & Infrastructure Improvements project. WILSON BOULEVARD WIDENING WELLFIELD INFRASTRUCTURE IMPACT ASSESSMENT, COLLIER COUNTY, FL WILSON BOULEVARD WIDENING CORRIDOR STUDY, COLLIER COUNTY, FL VANDERBILT BEACH ROAD EXTENSION, COLLIER COUNTY, FL Under this study, our team evaluated the impact of widening Wilson Boulevard between Golden Gate Parkway and Immokalee Road on a critical 24-inch diameter raw water pipeline and associated raw water wells which account for 15 percent of the County raw water production. The team evaluated alternatives to relocate the raw water main and required modifications to 12 raw water wells. As the prime consultant, the Jacobs team developed conceptual level plans for the required piping, mechanical, electrical, and communication improvements for each of the affected wells. The developed siting and drainage improvement plans analyzed access challenges and developed a high level cost estimate for the recommended improvements. Completed: 2022 Under this study, our team evaluated alternatives to widen 3.2 miles of Wilson Boulevard from a two-lane undivided roadway to a four-lane divided roadway with curb and gutter. We evaluated alternative alignments to improve mobility, enhance safety, and accommodate future traffic volumes while avoiding or minimizing impacts to the community and natural environment. Proposed improvements also included the addition of sidewalks, a shared-use path, bike lanes for improved multimodal mobility, and bus stop enhancements. Additional project elements included changes to access at the intersections, drainage system upgrades, bridge replacement, utility relocation, and acquisition of right-of-way (ROW). As the prime consultant, our team performed access management, alternatives, drainage and pond siting, utilities, environmental, and ROW analyses; prepared a preliminary bridge type selection report; conducted a public involvement meeting; and prepared cost estimates. Jacobs was the prime consultant for the design and permitting for Vanderbilt Beach Road Extension Utility Plans. Services for this project included the preparation of bid plans, detail quantities, cost estimates, specifications, and FDEP permitting. • Design of ~ 14,000 LF of 16-inch Water Main HDPE (DR-11) along Vanderbilt Beach Road. • Design of ~ 4,500 LF of 12-inch Water Main PVC (C900 DR-18) along Massey Street. • Design of ~ 340 LF of 10-inch Force Main PVC relocation along VBR. • Design of ~ 8,200 LF of 18-inch Raw Water Main HDPE (DR-11) relocation along VBR. • Design of ~ 600 LF of 30-inch Raw Water Main HDPE (DR-11) along Wilson Blvd. • Design of ~500 LF of 30-inch Raw Water Main HDPE (DR-11) at VBR and Wilson Blvd intersection (Horizontal directional drill). • Design of ~ 34,000 LF of SCADA and Security Fiber Optics (North County Regional WTP to the Well Field & Wilson Blvd). Design completed: 2022 3-2 3. Past Performance Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 3. PAST PERFORMANCE GREEN MEADOWS WATER TREATMENT PLANT AND WELLFIELD EXPANSION, LEE COUNTY, FL BONITA SPRINGS UTILITIES RO WTP AND WELLFIELD PROJECT, BONITA SPRINGS, FL IMMOKALEE - COLLIER INTERSECTION UTILITY RELOCATE/ RECONFIGURE, COLLIER COUNTY, FL Jacobs was the prime consultant for the design of a new $75M 16-mgd RO/IX WTP and raw water expansion improvement project. As part of this project, Jacobs, along with our subconsultant partner, Johnson Engineering, designed 5-miles of wellfield roadway improvements which included new Upper Floridan wells, wellheads, HDPE raw water transmission mains and stormwater improvements. The wellfield roadway project included: • 5-miles of wellfield roadway • 7 Upper Floridan Wells • Pumps and wellhead • Electrical and I&C including new fiber optic cabling • Emergency generators for new and existing wells • Wellhead modifications of existing wells • SCADA programming • 36-inch diameter HDPE raw water mains • LCDOH and FDEP permitting • Professional construction services Jacobs (then CH2M) provided design, permitting, and construction phase services for BSU’s new 6-mgd RO WTP project. This project included all new brackish water wells, wellfield roadways, HDPE raw water transmission mains, wellheads, electrical, I&C, fiber optics, and SCADA. As part of the wellfield work, Jacobs partnered with Johnson Engineering to assist with design of a 36-inch diameter HDPE raw water transmission pipeline that included a crossing of I-75. Significant project aspects included: • Larger diameter HDPE brackish water raw water main • Wellhead and pump design • Wellfield access road design • Electrical and I&C design • SCADA • Programming • Fiber optic design The Collier County Public Utilities Planning and Project Management Department secured the services of Jacobs to prepare bid plans, detail quantities, cost estimates, specifications, FDEP permitting, and provide services during construction for the following utility services. • 24-inch Water Main Relocation/ Reconfiguration. Relocated ~1,850 lf of existing 24-inch PVC water main. Installed ~120 lf of new 30-inch HDPE Water main (sub- aqueous). Installed ~100 lf of new 24-inch PVC water main and installed ~480 lf of new 30- inch HDPE water main (directional drill). • 12-inch Raw Water Main Relocation. Relocated ~950 lf of existing 12-inch PVC raw water main. • 16-inch Force Main Installation. Installed ~ 4,500 lf of new 16-inch force main to serve a planned master pump station. Installed approximately 1,500 lf. Completed: 2017 3-3 3. Past Performance Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 3. PAST PERFORMANCE SCADA SYSTEMS STANDARDS, FIELD, NETWORK AND HOST SYSTEMS, COLLIER COUNTY, FL VANDERBILT DRIVE WATERMAIN REPLACEMENT, COLLIER COUNTY, FL PRIORITY 1 WATER MAIN REPLACEMENT, BONITA SPRINGS UTILITIES, FL In 2015, Jacobs developed the Collier County “SCADA System Roadmap” which identified the need to document current standards and to develop new standards in conjunction with County plant managers. Since that time, Jacobs has been working closely with the County to develop and document the various SCADA standards outlined in the System Roadmap. The Phase I Project developed a comprehensive set of standards. Our team conducted meetings, and site visits with the Public Utilities Division, Power Systems Managers and Operations Managers to discuss and document standards. Phase 2 Project addressed nuisance alarming in the SCADA system. We worked with plant managers to identify the top ten nuisance alarms from each iFIX application and implemented new PLC logic to address them. Phase 3 Project identifies the need to standardize on Operational Technology (OT) network components. Johnson Engineering provided Collier County with utilities design, MOT, SUE, and public involvement for the Vanderbilt Drive Watermain Replacement project. This project consisted of the replacement of approximately 16,000 lf of 8” and 4” water main along Vanderbilt Drive and finger streets between Vanderbilt Beach Road and Immokalee Road. Key design elements included identifying an alignment within congested rights of way that would accomplish project goals while minimizing impacts to the existing residents and allow the existing asbestos cement (AC) water main to remain in service during construction. Design also included provisions to remove the entire AC water main once the new system was in service. Johnson Engineering provided the survey, design, permitting, and bidding service for this project. Johnson Engineering provided existing water facilities testing and hydraulic modeling, utilities design, roadway replacement, sidewalks, MOT, SUE, and dewatering permitting for BSU’s water main replacement project. This project consisted of the replacement of approximately 75,000 lf of 12”, 8” and 4” water main in Bonita Springs along various streets located in between Bonita Beach Road and the Imperial River. Key design elements included identifying an alignment within congested rights of way that would accomplish project goals while minimizing impacts to the existing residents and allow the existing asbestos cement and class pipe water mains to remain in service during construction. Design also included several directional drills to cross creeks and other environmentally sensitive areas. Project also required close coordination with the City of Bonita Springs who owned and maintained the road rights of way. Johnson Engineering provided the survey, design, permitting, bidding services, and construction administration. 3-4 3. Past Performance Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 3. PAST PERFORMANCE References Client reference forms for projects similar in nature to the scope of the Wilson Blvd. Well House & Infrastructure Improvements project can be found on the following pages. Ref # Project Name Client Score 1 Wilson Boulevard Widening Corridor Study Collier County 100 2 Green Meadows WTP - Wellfield Roadway Improvements Lee County 98 3 Immokalee - Collier Intersection Utility Relocate/ Reconfigure Collier County 99 4 Vanderbilt Beach Rd. Extension Collier County 100 5 RO WTP and Wellfield Project Bonita Springs Utilities 95 3-5 Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 22-8011 Wilson Boulevard Well House and Infrastructure Improvements Design Services Reference Questionnaire for: Jacobs Engineering Group Inc. (Name of Company Requesting Reference Information) Bill Gramer, PE, AICP (Name of Individuals Requesting Reference Information) Name:Trinity Scott – Department Head (Evaluator completing reference questionnaire) Company: Collier County Transportation Management Services Department (Evaluator’s Company completing reference) Email: Trinity.Scott@colliercountyfl.gov FAX: Telephone: 239-252-6064 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/indivdiual 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: Wilson Blvd. Corridor Study Completion Date: ______2/2022_______________________ Project Budget: $375,750_________________________ Project Number of Days: _____270__________________ Item Criteria Score (must be completed) 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 Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 22-8011 Wilson Boulevard Well House and Infrastructure Improvements Design Services Reference Questionnaire for: Jacobs Engineering Group Inc. (Name of Company Requesting Reference Information) Bill Beddow, PE (Name of Individuals Requesting Reference Information) Name:Damon Hardy (Evaluator completing reference questionnaire) Company: Lee County Utilities (Evaluator’s Company completing reference) Email: Trinity.dhardy@leegov.com FAX: Telephone: 239-533-3800 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/indivdiual 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: WTP & Wellfield Design & SDC Project Budget: $73M Construciton/ $11.9M Fee $375,750_________________________ Completion Date: _08/2018__________________________ Project Number of Days: ____4484 __________________ Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 08 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 98 Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 22-8011 Wilson Boulevard Well House and Infrastructure Improvements Design Services Reference Questionnaire for: Jacobs Engineering (Name of Company Requesting Reference Information) Bill Gramer, PE, AICP (Name of Individuals Requesting Reference Information) Name: Mario A. Puente, PE-CGC, Senior Project Manager. (Evaluator completing reference questionnaire) Company: Collier County Transportation Engineering (Evaluator’s Company completing reference) Email: mario.puente@colliercountyfl.gov FAX: Telephone: 239-252-5828 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/indivdiual 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: Vanderbilt Beach Road Extension (Collier Blvd. to 16th Street N.E.) Completion Date: Design March 2022 Project Budget: $5,667,445 Project Number of Days: _____1550__________________ Item Criteria Score (must be completed) 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 Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 22-8011 Wilson Boulevard Well House and Infrastructure Improvements Design Services Reference Questionnaire for: Jacobs Engineering Group Inc. (Name of Company Requesting Reference Information) Bill Gramer, PE, AICP (Name of Individuals Requesting Reference Information) Name: Laurie Beard – Projet Manager (Evaluator completing reference questionnaire) Company: Collier County PUD Monitoring GMD (Evaluator’s Company completing reference) Email:Laurie.Beard@CollierCountyFL.gov FAX: Telephone: 239-252-5782 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/indivdiual 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: Immokalee Road/Collier Boulevard Intersection Improvements Completion Date: Dec 2017_______________________ Project Budget: Design $625,000/Const. $7.75M Project Number of Days: _____720__________________ Item Criteria Score (must be completed) 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.) 9 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 99 eof '18!... Cou.my----.._....-� ---Administrative Services Department Procurement SeMces Division Form 5 Reference Questionnaire(USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 22-8011Reference Questionnaire for: Design Services for Wilson Boulevard Wellhouse and Infrastructure Improvements(Name of Company Requesting Reference Information)Jacobs Engineering Inc.(Name of Individuals Requesting Reference Information) Diana Francois, PEName:Kim Hoskins, PE Company: Bonita Springs Utilities (Evaluator completing reference questionnaire)(Evaluator's Company completing reference)Email:khoskins(a),bsu. us FAX: Telephone: (239) 390-4834Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selectionof firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they havepreviously 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 frrm/individual again) and 1 representing that you were veryunsatisfied ( and would never hire the frrm/indivdiual again). If you do not have sufficient know ledge of past performance in a particulararea, leave it blank and the item or form will be scored "0."• • • Design and Construction of 4 Raw Project Descnpt10n: Water Wells (Upper Floridan) Completion Date: _ __._µi_'l>_V_�_'D_l_f _____ _Project Budget: $4. 6 Million Construction Cost/ $600,000 Design Project Number of Days: fAtlT I>(' �fJCR �(!;C'(Item Criteria Score (must be completed)1 Ability to manage the project costs (minimize change orders to scope)./0 2 Ability to maintain project schedule (complete on-time or early).10 3 Quality of work.JO 4 Quality of consultative advice provided on the project.9 5 Professionalism and ability to manage personnel.C/ 6 Project administration ( completed documents, final invoice, final product turnover;. invoices; manuals or going forward documentation, etc.)1 7 Ability to verbally communicate and document information clearly and succinctly.q 8 Abiltity to manage risks and unexpected project circumstances./0 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc./0 10 Overall comfort level with hiring the company in the future (customer satisfaction).q TOTAL SCORE OF ALL ITEMS 0'C.. ,- EVALUATION CRITERIA NO. 4 Project Approach, Willingness to Meet Time and Budget Requirements Well 15Well 16Well 37Well 14Well 13Well 12Well 11 4. Project Approach, Willingness to Meet Time and Budget Requirements Wilson Blvd Well House & Infrastructure Improvements Design Services 4-1 RPS No.: 22-8011 The Jacobs team is ready now to provide all design and permitting services required to meet the utility, electrical, SCADA, site-civil, drainage, construction phasing, and schedule challenges associated with the Wilson Boulevard Well House & Infrastructure Improvements project. Project Understanding In early 2022, Jacobs performed the Tamiami Wellfield Wilson Boulevard Widening Impact Study. The Study evaluated the Wilson Boulevard Widening Projects potential impact on the existing wells along Wilson Blvd - Nos. 9, 10, 11, 12, 13, 14, 15 ,16, 37 and those connected along side streets – Nos. 31, 32 and 34. The study evaluated the wells and conveyance piping, as well as associated electrical and SCADA. In early 2022, Jacobs also performed the Wilson Boulevard Widening Corridor Study. Under this study, our team evaluated alternatives to widen Wilson Boulevard from Golden Gate Boulevard to Immokalee Road (approximately 3.2 miles) from a two-lane undivided roadway to a four-lane divided roadway with curb and gutter. We evaluated alternative alignments to improve mobility, enhance safety, and accommodate future traffic volumes while avoiding or minimizing impacts to the community, natural environment and if possible, the existing Well Houses and Vaults. Proposed improvements also included the addition of sidewalks, a shared-use path, bike lanes for improved multimodal mobility, and bus stop enhancements. Additional project elements included changes to access at the intersections, drainage system upgrades, bridge replacement, utility relocation, and acquisition of Right-of-Way (ROW). The Jacobs team met multiple times with County Staff, in the field and in the office, to discuss alternatives to incorporate the new 4-lane roadway while minimizing impacts to the existing wells and associated infrastructure. After many alternatives were developed and evaluated, the Jacobs team and Collier County decided on an alignment which avoided ALL impacts to well houses and vaults. Currently, there are no planned impacts to the existing Well Heads or associated above ground equipment as a result of this project. However, the proximity of the new roadway to the existing underground infrastructure which included a 24 Inch raw water main and associated electrical and SCADA facilities meant that relocations of the existing underground infrastructure would be required. The goal of this project is to relocate the raw water main (proposed 30-inch HDPE with Subaqueous crossing of Cypress Canal) and reconnect the existing wells with the least amount of disruption. Exhibit 4-1 on page 4-6 shows the concepts developed for each well during the impact assessment project. The Jacobs team has developed the most efficient way of relocating the pipe with minimal downtime. Our technical approach is based on a detailed review of existing well infrastructure, a comprehensive understanding of existing and proposed site conditions, evaluation of required access to well sites, constructability reviews, resolution of site drainage and well house blow-off issues, determining ROW and easement needs, and extensive time reviewing the proposed concepts and documenting further refinements. We do not just identify project issues, we provide solutions! Key Project Challenges Our team has identified the key project challenges and determined that the successful delivery of the Wilson Boulevard Well House & Infrastructure Improvements project depends on the timely resolution of the following key challenges: Coordination This project must be well- coordinated from the start. Coordination of the utility design effort with County staff, the roadway design team, SFWMD, FDEP, utility agencies, adjacent commercial businesses, and the public is essential for a successful project. The ROW/easement for the roadway project must be secured before construction can start on the relocation of the raw water main. The roadway design team will need feedback from the utility design team to ensure that sufficient ROW for safe and efficient access is provided. Effective project coordination is the key to avoiding delays and completing the project on schedule. Jacobs will be proactive in our coordination efforts, so no time or money is lost on re-do of work. Schedule With the knowledge acquired during delivery of the two Wilson Boulevard studies, upon Notice to Proceed (NTP), the Jacobs team will be ready to move immediately into the preliminary design phase, with minimal alternative refinement. Shortly after NTP, we will schedule a Design Workshop to do a final analysis and review of the preferred alternative for relocations. This will give the County and Jacobs staff a chance to update decisions and 4. Project Approach, Willingness to Meet Time and Budget Requirements Wilson Blvd Well House & Infrastructure Improvements Design Services 4-2 RPS No.: 22-8011 incorporate any changes to the planned improvements due to utility master plan updates, service needs, changing site conditions etc. Once the preferred alternative concept is finalized, the team will move forward into design. At this time, the team will gather any additional survey data and/or geotechnical data needed to proceed with design plans. Diana Francois, PE, Project Manager, and team leaders will coordinate project activities. Schedule monitoring will consist of reviewing two separate schedules: the target (or control) schedule and the working schedule. The target schedule is the baseline schedule established at the beginning of the project. See Exhibit 4-1 on page 4-6. Approved changes will be the only basis for changing the target schedule. Recognizing that actual performance will likely not match the original plan due to coordination and issue resolution with the Wilson Boulevard Widening Project, a working schedule will be maintained that documents performance to date and predicts future events. When unavoidable events cause schedule changes, Diana will work with the County’s project manager to manage the change, with the least impact on project schedule and budget. Good schedule control means expediting completion of the project. We will conduct team meetings on a regular basis to discuss key project milestones or any arising challenges. As part of the weekly meeting, we will monitor the status of each task’s progress to avoid time-consuming re-work. We will meet with each subconsultant bi-weekly to review the as-planned schedule and for a “look-ahead” review to ensure that we stay on schedule. Continued Operation of the System Although County Staff did not indicate the desire to increase the capacity of the existing 24-inch raw water main during the road widening assessment project, Jacobs will review the raw water hydraulic model and identify any impacts the proposed relocation may have and provide solutions if problems arise. At this time the intent is to replace the existing 24-inch raw water main with a 30-inch HDPE raw water main. The existing 24-inch diameter raw water main is located on the west side of the existing ROW. If left in its current location, the raw water main will be located under the proposed southbound lanes of the expanded roadway. The Jacobs team recommended, and the County agreed, that the best alternative is to relocate the raw water main to the western expanded ROW limit. This location allows the County to continue to operate the existing raw water system while the new raw water main is being constructed. The continued operation of these wells is critical as they provide approximately 15 percent of the drinking water supply to County residents. The only downtime for the individual wells will be during the connection of the raw water wells to the newly installed raw water main. A construction phasing for these new connections has been developed and will be presented early in design with County staff for review and approval. Public Involvement We recognize that, in general, public involvement will be performed in conjunction with the Wilson Boulevard Widening Project. Our team will be ready to provide critical information related to the raw water main relocation as requested and we will participate in required public involvement activities as necessary during design and construction to support the County and Roadway Team. As always, the Jacobs team will be diligent in keeping residents informed and addressing their concerns. During the Study(s), the public main concern regarding the Utility Project revolved around the amount of additional ROW/easement that may/would be required for the new raw water main and the well house access easements. Jacobs prepared 3-D Renderings of the proposed improvements to help convey the proposed project to the project stakeholders. Graphics like these are invaluable when it comes to conveying project intent and helping the public understand what the project will look like the “after” condition. Utilities In preparation for this proposal, our team submitted a Utility Design Ticket, No. 161105231, to help identify utilities that will be affected by the project, giving us a head start in addressing utility related issues. In addition, based on our field review and collection of Collier County GIS Utility Data, we understand the utility infrastructure within the project limits. Major Utilities along the existing corridor include: • County Raw Water Main • County Electrical • County SCADA • TECO Gas Main 4. Project Approach, Willingness to Meet Time and Budget Requirements Wilson Blvd Well House & Infrastructure Improvements Design Services 4-3 RPS No.: 22-8011 Advance utility notification letters will be sent to the utility companies immediately upon NTP. Through early identification and resolution of potential conflicts, we will be able to reduce impacts to the design schedule. Upon receiving notice of selection, letters will be distributed to local utilities informing them of the project. Once prepared, 30-percent plans will be sent to the utility companies, so they can confirm the location of their utilities, modify locations shown on the plans, and provide desired locations for relocations and future planned utilities. A utility meeting will be held shortly thereafter to discuss potential conflicts and give utility owners sufficient time to begin planning their redesigns (if necessary). Utility meetings will be held again after 60% submittal and utility work schedules will be requested prior to finalizing bid plans. Physical utility locates (pot-holing) will be done immediately in certain critical areas to ensure proper location identification. Construction Phasing Once all required ROW and easements have been obtained and Cleared and Grubbed, Jacobs recommends installing the new 30-inch HDPE raw water main west of the raw water wells and well houses approximately 5–6 feet east of the ROW line. This relocation must occur prior to starting on the construction of the roadway project infrastructure adjacent to the raw water main relocation. The fiber, currently located along the existing raw water main will also be relocated, followed by adjustments of electrical and instrumentation/control components at the wells (as required). Contract documents will require valves every 1,000 feet along the new raw water main to allow for the isolation of sections of the new main for disinfection and obtaining clearance from the DOH. The connection pipes from the raw water wells should also be constructed with appropriate valving, tested and disinfected to allow for minimal downtime during connection to the new raw water main. Contract documents will be written to allow for a maximum of two wells to be out of service at a time for connection activities – this approach will be confirmed with County staff. The Contractor will be required to obtain clearance from the DOH prior to connecting the raw water wells to the new raw water main. Once the new raw water main is in service, the existing main will be grouted to allow for construction of the new traffic lanes. Maintenance of Traffic Plans and Specifications will be included in the Roadway Widening Plans which restricts work in these areas adjacent to the existing 24-inch raw water main relocation until the new main is constructed and operational. Drainage and Permitting The vertical profile for the proposed roadway is anticipated to be raised by approximately 2 to 3.5 feet from the existing roadway elevation to accommodate base clearance from the roadway base layer to the seasonal high-water table and stormwater hydraulics. The change in the roadway’s elevation will impact the access and drainage at the existing well sites and will result in the need for site improvements. Drainage and stormwater management design must satisfy SFWMD’s water quality and quantity requirements. It is recommended that permitting for associated site modifications will be done in conjunction with (led by) the team delivering the Wilson Boulevard Widening Project. Obtaining concurrence with regards to planned site improvements, including plans to convey “well blow-off water” into the adjacent roadway pond system, is one of our top priorities. We will discuss this proposed concept with SFWMD at the County’s monthly coordination meetings and schedule a pre-application meeting with SFWMD prior to the 30-percent milestone, to discuss concepts for conveyance and treatment as well as the new crossing of the Cypress Canal. This will expedite the permitting process by receiving their feedback prior to establishing the ultimate site design. A critical component of this project will be obtaining the permit for the installation of the raw water main within the Cypress Canal. Per SFWMD’s ROW Criteria Manual dated August 12, 2013, an aerial crossing cannot be located with 100 feet of a bridge or pipe supported utility crossing. As a result, it is our intent to design a sub-aqueous crossing of the Cypress Canal. This will be confirmed with the District during one of the monthly meetings. Environmental Issues There are minor anticipated Wetland Impacts and Threatened and Endangered Species Impacts associated with this utility project. Although minor, impacts will need to be mitigated (Mitigation Bank). The 4. Project Approach, Willingness to Meet Time and Budget Requirements Wilson Blvd Well House & Infrastructure Improvements Design Services 4-4 RPS No.: 22-8011 Environmental Surveys (Florida Bonneted Bat, Red-cockaded Woodpecker) need to be updated as part of the permitting process. It is our intent to coordinate the Environmental Survey, permitting, and mitigation needs with the Wilson Boulevard Widening Project. To save cost and expedite permitting, the proposed Utility Project improvements/impacts should be permitted and mitigated along with the Roadway Project. Maintenance of Traffic MOT design is a major element that must be considered early in the process. Development of MOT plans must incorporate regional as well as local traffic needs to safely direct traffic through the work zone. Our team will consider the high levels of traffic, especially truck traffic, trailers, etc., when developing traffic control schemes that expedite construction in the work zone. The unimpeded, safe movement of emergency vehicles and school bus traffic will be a special concern. Lessons learned from our previous major roadway designs will be reviewed for incorporation into the MOT scheme to maximize safety and improve operations. Maintenance of Traffic associated with the Utility Project will be relatively minimal and will mainly focus on offsets to excavation activities and requirements for when the proposed 30-Inch HDPE raw water main crosses driveways and side streets. Night-time operations may be necessary to minimize traffic impacts and enable the contractor to complete the work as quickly as possible. The use of black base in some areas may be warranted to expedite construction; however, it will increase the cost of the pavement so it will need to be evaluated (benefit/cost) and presented to the County. Access Management Access management is essential to the design of any arterial roadway. Maintaining current access to adjacent businesses, residences, local developments, and emergency services will be considered during design. Surveying and ROW Plans Surveying and ROW mapping are critical to any engineering schedule. Timely completion of required surveying tasks will enable the Jacobs team to complete the final geometrics and finish the project on schedule. With so many variables depending on final geometry, complete ROW determination and mapping become key factors in successfully completing the project and starting construction. The Jacobs team will identify the required ROW/easement needs for the proposed 30-inch HDPE raw water main (including proper offset to ROW line), drainage improvements and access driveways along and behind the well houses/vaults. ROW will be required for this project, but the intent is that the need will be coordinated with the Wilson Boulevard Widening Project and that project will take the lead on ROW Sketch and Descriptions, Maps and Acquisition. Previous Project Schedule Performance Jacobs has a proven track record with delivery of similar projects on schedule. Sample projects are shown in the table below. Client Example Project Schedule Performance Collier County Wilson Wellhouse Infrastructure Impact Assessment Completed on-schedule Collier County Wilson Blvd Widening Corridor Study Completed on-schedule Lee County Green Meadows WTP – Wellfield Roadway Improvements Completed on-schedule BSU BSU RO WTP/Wellfield Expansion Completed on-schedule Collier County Vanderbilt Beach Road Extension Utility, SCADA Completed on-schedule Demonstrated Success Managing Costs on Past Projects Jacobs has a proven track record with delivery of similar projects on budget. Sample projects are shown in the table below. Past Performance on Similar Projects Budget Cost Performance Wilson Blvd Wellhouse Infrastructure Impact Assessment $96,514 Completed Under Budget Wilson Blvd Widening Corridor Study $375,750 Completed Under Budget Lee County Green Meadows WTP and Wellfield Expansion Design $11,900,000 Completed On Budget BSU WTP and Wellfield Expansion $600,000 Completed On Budget Cost Control We will focus on two critical areas: on-time decision making and top-quality, committed project staffing. Specific strategies we will implement to control project design and construction costs include: 4. Project Approach, Willingness to Meet Time and Budget Requirements Wilson Blvd Well House & Infrastructure Improvements Design Services 4-5 RPS No.: 22-8011 • Conduct task-specific workshops with County staff to discuss and evaluate project elements. Early integration of County staff into the design process will allow us to evaluate deliverables during development as opposed to milestone submittals thereby minimizing surprises and reducing late changes. • Weekly internal team meetings to discuss tasks requiring additional manpower, items ready for quality review, and the most efficient approaches to upcoming work tasks. • Close and early coordination with project stakeholders to avoid negative project image by agencies or public. • Establishing construction cost estimates based on current FDOT Data and adjusting data based on local bidding environment, refining those estimates as design proceeds. • Quality control, spearheaded by QA/QC team members to provide input throughout the project. We recognize the importance of continual cost control. Our in-house Project Controls specialist will assist Diana by providing weekly reports identifying hours worked and staff working on the project, by discipline. Diana is responsible for reviewing the project financials against project status to ensure proper progress is made and the project is invoiced accurately. Minimization of Change Orders We work closely with County staff during scope and fee development to ensure all required services are considered. This minimizes the need for change orders during project execution which can be cumbersome and delay project schedules. Due to the coordination required with the Wilson Boulevard Widening Project, scope development will need to be coordinated carefully with Collier County Transportation Department to ensure required services are not being missed or duplicated. Examples include: • ROW needs • Drainage needs • Site improvements • Public Involvement • Maintenance of Traffic • Quantities • Mitigation Quality Assurance/Quality Control (QA/QC) Delivering superior quality service is our key marketplace strategy and is reinforced in every aspect of our business. As part of our Quality Control Program, we assign senior reviewers who are independent of the project and have the experience to provide concentrated, rigorous reviews throughout the project. Formal QC reviews are performed prior to draft and final deliverables. These reviews concentrate on issues of consistency, completeness, clarity, coordination, constructability (when applicable), and cost effectiveness. Our internal Quality Improvement Program (QIP) is based on the principles of total quality management. Our Quality Assurance Program has established project-related policies, procedures, standards, training and guidelines to ensure a successful project on-time and in budget. Project Site Review and Data Collection The Jacobs team has completed extensive preliminary engineering and site surveys to develop a comprehensive understanding of the physical and environmental aspects of the project. We have conducted numerous field visits along the project corridor and have photo-logged the project area and documented our findings to fully understand the key issues and design constraints. Detailed information for the project has been documented on our Project Approach Exhibit 4-2 on page 4-7. This exhibit documents existing conditions with photos. Each photo tells a story and is accompanied by a photo caption which describes issues, challenges, options, etc., pertaining to that location. Exhibit 4-2 has been developed as an invaluable tool for explaining the project intent, opportunities, and constraints in a precise and efficient manner. This is an effective way to present project issues and convey an understanding of the project. The exhibit not only provides a snapshot of the Randall Blvd/Immokalee Road Intersection, but it also gives our team a head-start in the project delivery process. By accomplishing this legwork for the proposal, before the project has begun, the Jacobs team is prepared to deliver this well-coordinated project on schedule. 4. Project Approach, Willingness to Meet Time and Budget Requirements Wilson Blvd Well House & Infrastructure Improvements Design Services 4-6 RPS No.: 22-8011 EXHIBIT 4-1 Project Schedule “Critical Path” - Identification of necessary ROW to be coordinated with roadway design team for ROW acquisition process (12 months) 4. Project Approach, Willingness to Meet Time and Budget Requirements Wilson Blvd Well House & Infrastructure Improvements Design Services 4-7 RPS No.: 22-8011 EXHIBIT 4-2 Project Approach EVALUATION CRITERIA NO. 5 Location Well 15Well 16Well 37Well 14Well 13Well 12Well 11 Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 5.LOCATION Local Team Members Within Minutes of County Offices and the Project Site Providing the County with appropriately skilled, highly responsive personnel requires a locally based team that brings superior technical capabilities and project management experience to meet the unique requirements of this critical project. Our Naples office, located less than 7 miles from the County offices and less than 25 minutes to the project site, serves as the principal and coordinating office for this contract. As needed, we will draw upon technical expertise from our other Florida offices (see map below) whose staff has recent and relevant experience providing services on Collier County transportation, utility, and construction projects which included significant utility relocation, as well as FDOT District 1 projects. Team member Johnson Engineering is located in Collier County, a short drive from Jacobs’ Naples office. Ardaman & Associates’ main office is located in Lee County. Approach to Management and Execution of Work Day-to-day management and coordination will be led by Project Manager, Diana Francois, PE. Diana will work with Principal-in-Charge Bill Beddow, PE and Deputy Project Manager, Bill Gramer, PE, AICP, to ensure that appropriately skilled staff are readily available to deliver all services required to complete this project throughout the duration of the contract. Based in our Naples office, Diana has over 17 years of experience on a wide variety of pipeline, pump station, and water treatment plant projects. She is highly qualified to manage all aspects of this project’s scope. Project Stakeholders Communication Process Coordination between our team members, the firm executing the design for the Wilson Road Widening Project, County staff, the public, and affected business owners must be consistent and continuous to successfully bring the Wilson Boulevard Well House & Infrastructure Improvements project to reality. Diana’s experience with large diameter pipelines makes her the best resource to lead and coordinate the various tasks that are required to execute and complete this project on schedule and within budget. She will meet regularly face-to-face with our subconsultant partners, resulting in a fully integrated team approach to this project. Diana will apply proven methods for successfully managing communication, people, and resources. Efficient communication between our team and the County is essential to our approach because it establishes project goals and standards for performance early in the project. Communication with County staff will be continuous, using Our sophisticated computer network allows us to transfer documents and share project information between our Naples office and other Jacobs’ offices quickly and cost-effectively. Through Microsoft Teams or Zoom, we can easily host teleconferences and review meetings with County staff and remote team staff, as needed. 5-1 Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 5. LOCATION written format (i.e., e-mail, memos, letters) as official direction to avoid misinterpretations. In addition, proactive communication with the County, the traveling public, and affected business owners help identify issues and concerns that need to be resolved early in the project. Project Kick-Off, Planning, and Operations A project kick-off meeting will be held with all team members and County staff outlining the path forward. Project Manager, Diana Francois is responsible for day-to-day coordination, holding regular staff meetings and issuing frequent action item reports to document required actions. As the project progresses, technical memoranda or monthly progress reports are submitted to County staff for review. The use of technical memoranda and progress reports has proven to be effective in achieving an orderly flow of work on past projects. This approach provides concise, detailed data and the ability to track the record of decisions made. Project-Specific Work Plan We understand the importance of developing a detailed, task-specific work plan for this project that provides the appropriate level of management, reporting, and communication. Diana will meet with County staff once work is authorized to proceed. At this meeting, we establish clear lines of communication and review and finalize the project work plan. Planning is crucial to project success. A quality work plan defines all roles and responsibilities and describes how team knowledge and skills will be used to meet the project requirements. Development of the work plan is essential because it helps the team work together efficiently. Effective instruction in the work plan eliminates cost overruns, schedule slippages, and ineffective personnel assignments, while also promoting quality results. 5-2 EVALUATION CRITERIA NO. 6 Recent, Current, and Projected Workloads of the Firm Well 15Well 16Well 37Well 14Well 13Well 12Well 11 Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 6. RECENT, CURRENT, AND PROJECTED WORKLOADS OF THE FIRM Available Resources and Current and Projected Workload Our team members have served Collier County on dozens of major projects in the last 30 years and are ready to work with you again on this project. We fully understand the scope of services requirements and have the resources to begin work immediately. Our team thoroughly understands the process that will be required to accurately complete the tasks outlined in Section 4 (Project Approach, Willingness to Meet Time and Budget Requirements), and we commit to making the resources available to deliver the Wilson Boulevard Well House & Infrastructure Improvements project on time and within budget. Commitment of Key Team Members Our team members were selected for their proven experience delivering similar projects in Florida, including work for the County and other Southwest Florida clients, their reputation for providing top-quality service, and their ability to commit to this project for its duration. Collier County is a priority client for Jacobs, as many of our staff members are residents of the County. Your success is our success, and we are fully committed to making the place in which we live and work the best it can be. As members of the Naples community, our team has a vested interest in quickly and efficiently completing projects that help our County meet its transportation infrastructure goals. Availability of Key Team Members We analyzed our existing projects and projected work, as well as that of our subconsultant partners, and can assure the County that we have the depth of staff needed to begin work immediately. Our team is composed of qualified planners, engineers, scientists, and construction phase personnel supported by an extensive pool of firm-wide resources that are available to provide services to the County. Exhibit 6-1 on the following pages show key team members’ availability to support this project. Our team is fully committed to providing the County quality deliverables for the duration of this contract. Project Manager, Diana Francois, working in collaboration with our Naples-based Management Team (Deputy Project Manager, Bill Gramer and Principal-in-Charge, Bill Beddow) will ensure that the appropriate staff is available to meet any project needs the County may request at any time under this contract. The current and projected commitments of our project management staff, task leads, and technical staff are such that this project is critical to our team’s future workload. Our Management Team and task leads average more than 50 percent availability for all disciplines, confirming efficient and effective team coordination as well as project delivery. 6-1 Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 6. RECENT, CURRENT, AND PROJECTED WORKLOADS OF THE FIRM As you can see from Exhibit 6-1, the current and projected commitments of our project management staff, task leads, and technical staff are such that this project is critical to our team’s future workload. Our project management staff and task leads average more than 50 percent availability for all disciplines, bolstering our team’s efficient and effective coordination and project delivery. Exhibit 6-1. Our team has been carefully crafted to make sure that there will be no gaps in experience, knowledge, and availability. The staff, project roles, current commitments, availability, and requirements for this project are detailed below, clearly showing that the Jacobs team has excess availability for the duration of this project. STAFF ROLE ON PROJECT AVG. PERCENT COMMITTED AVAILABLE Diana Francois, PE Project Manager 40% 60% Bill Gramer, PE Deputy Project Manager 40% 60% Bill Beddow, PE Principal in Charge 50% 50% Erik Jorgensen, PE,NCEES Water Main Advisor/QA-QC 50% 50% Tom Farkas, PG Wells Advisor 50% 50% Niel Postlethwait, PE Construction Advisor 40% 60% Marcel Dulay, PhD, PE Hydraulic Analysis 40% 60% Mark Texter, PSM Survey 40% 60% Ivan Sokolic, PE Geotechnical 40% 60% Cory Schulte, EI Geotechnical 40% 60% Mike Dickey, PE Plans/Final Design 40% 60% Darren Dyer, PE Plans/Final Design 40% 60% Kevin Heldorfer Plans/Final Design 40% 60% Rick Gorsira Permitting 30% 70% Rich Morrison, PE Site/Civil 50% 50% Dave Nicholson, PE Electrical 40% 60% Cyrus Saharkhiz, PE SCADA 40% 60% Tao Fu, PE Mechanical 40% 60% Ralph Myers, GC Cost Estimating 50% 50% Colleen Ross, PE Public Involvement 40% 60% 6-2 APPENDIX 1 Required Forms, Licenses, Addenda, and Resumes Well 15Well 16Well 37Well 14Well 13Well 12Well 11 Required Forms Well 15Well 16Well 37Well 14Well 13Well 12Well 11 Vendor Check List IMPORTANT: Please review carefully and submit with your Proposal/Bid. All applicable documents shall be submitted electronically through BidSync. Vendor should checkoff each of the following items. Failure to provide the applicable documents may deem you non-responsive/non-responsible. General Bid Instructions has been acknowledged and accepted. Collier County Purchase Order Terms and Conditions have been acknowledged and accepted. Form 1: Vendor Declaration Statement Form 2: Conflict of Interest Certification Proof of status from Division of Corporations - Florida Department of State (If work performed in the State) - http://dos.myflorida.com/sunbiz/ should be attached with your submittal. Vendor MUST be enrolled in the E-Verify - https://www.e-verify.gov/ at the time of submission of the proposal/bid. Form 3: Immigration Affidavit Certification MUST be signed and attached with your submittal. E-Verify Memorandum of Understanding or Company Profile page should be attached with your submittal. Form 4: Certification for Claiming Status as a Local Business, if applicable, has been executed and returned. Collier or Lee County Business Tax Receipt should be attached with your submittal to be considered. Form 5: Reference Questionnaire form must be utilized for each requested reference and included with your submittal, if applicable to the solicitation. Form 6: Grant Provisions and Assurances package in its entirety, if applicable, are executed and should be included with your submittal. Vendor W-9 Form. Vendor acknowledges Insurance Requirements and is prepared to produce the required insurance certificate(s) within five (5) days of the County’s issuance of a Notice of Recommend Award. The Bid Schedule has been completed and attached with your submittal, applicable to bids. Copies of all requested licenses and/or certifications to complete the requirements of the project. All addenda have been signed and attached. County’s IT Technical Architecture Requirements has been acknowledged and accepted, if applicable. Any and all supplemental requirements and terms has been acknowledged and accepted, if applicable. Form 1: 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 hereby declares the instructions, purchase order terms and conditions, requirements, and specifications/scope of work of this solicitation have been fully examined and accepted. The Vendor agrees, if this solicitation submittal is accepted by Collier County, to accept a Purchase Order as a form of a formal contract or to execute a Collier County formal contract for purposes of establishing a contractual relationship between the Vendor and Collier County, for the performance of all requirements to which this solicitation pertains. The Vendor states that the submitted is based upon the documents listed by the above referenced solicitation. The Vendor agrees to comply with the requirements in accordance with the terms, conditions and specifications denoted herein and according to the pricing submitted as a part of the Vendor’s bids. 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 work that is a result of this awarded contract. IN WITNESS WHEREOF, WE have hereunto subscribed our names on this _____ day of _____________, 20__ in the County of _______________, in the State of _____________. 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: Email: Signature by: (Typed and written) Title: 23 August 22CollierFlorida Jacobs Engineering Group Inc. 9010 Strada Stell Court, Unit 108 Naples, FL 34109 P13217 98-4081636 3T810 239.596.1715 Ellen.Patterson@jacobs.com Ellen B. Patterson Vice President Additional Contact Information Send payments to: (required if different from above) Company name used as payee Contact name: Title: Address: City, State, ZIP Telephone: Email: Office servicing Collier County to place orders (required if different from above) Contact name: Title: Address: City, State, ZIP Telephone: Email: Jacobs Engineering Group Inc. Bill Gramer, PE, AICP Project Manager 800 Market Street, Lockbox 1873F St. Louis, MO 63150-8713 239.860.4922 Bill.Gramer@jacobs.com Naples, FL 9010 Strada Stell Court, Unit 108 Project Manager Bill Gramer, PE, AICP Naples, FL 34109 Bill.Gramer@jacobs.com 239.860.4922 0od\s,g.Itdod3oU,os.oooIa'.o3rrct\,ooaao.D6U,o.D.lapoaBt-1=6=,aa=,^ o.g.q6'o='gIJJY.no.-o=.ta)0f8a658g$vt^o00 ='Ato=-N=3.9=Goo.-Oa()(Do^.1aq)-0a',o. -)3-q6ct'l't! 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(!rJ(t ^'-,6=.c=-i-' tn(rO*-s'306o=At^J -t=,896=6'1o===A'.d =.lt, =oooa2=cro:'o<i=atO'NaA,A:=r!=19=-at ='doO=<aoo6:9'==og:iH6ii'=()=Go'A)c0eCrsfoao(}(?As9E@da:asr3. gE'o-a?t,a)v ==1e FisE;i?E' ;'t2a-!oo='{Eg.E. =.€.86€-! d-*"2 g=; 9.as dl; --l'oo=6:*-= Y${$@ oGg=9c< 6)-v*11 ac'o) .tE= ).isFq -.Vrg=;()(i=3eddZ 73e:io. ^. (t(- +E:H 6 3-'.'*=Vi E:Fm E= j"€ 877e s "slo o^eE E3ia $EAE iF=F gE iFPE.Oe,=o.$0ej- r)trofP!0,oaoo-<oo.Itd9.CLottoi)(?zIt('t0o{ow(!o'nd=.CL0,oeoq,o€0,CLat(tooo0r0GtA'()FoIt!oc(!q(to'e.tq\<GA'qoaE06'etto.?oEooo!tNt,oaol-rA.otYotEdtEltt-3o+:-hol)t\)tY(tDC'oao(.)FaGft:h?.0ae3or=8;zo=crP5'<oe-@zEg-loov,!)oo0o(?za,Gzl0acooa6.o?.o.A.?ottoil.:o(.:6-aG(.rtr\e.B-D*}<F'"'-rs}o=zE(}v-xo=F*xF:Ig:g3F8"3g96t-g2zI!Q! 0ossErto=!*sr=3A=.{T63.Ao=a5<?F=as,g:<=i A'.goo\=<2?15\ =r= = a's I Y'-,"'='>F?s r3-EA:. H -'c'-i;z?;='3 9 ;€'' a? =6 r9: x.E.8*€i i g+:€ i ai.n S-a 3l.g +€. E! o PX T-\-t-vl=6I cE'6 =,-Q qdg; *: ir; E 3 EgI E9='ix r."G toi*'.1 ftl{€ E o"=*\ F9€=ii 9:Ei'3 XE o!o= P -i'31= ='!J;^.ia^=l=g:i E.l= 3sSaE tVo-^l>^r^ .a =l< =\D o'l7 0ie€li e51313, e=;:E*i'5EE?r Yk =3\3 o E or><o_.^F; = 3'5=+ais{irF9:.g g Flizt.e' l{lr!1 a - l-lcg!s lql:'47? lilx7i;; l3lg- =E? l;I;gE l3lnEiIfiI=s:l=l=e6 " l=a5 n='^. l><td6E l-,:r; les? lE=F lt'si l=5=' I-'eg l=,tt9 l=iE IEie Fa.-eq loii Ix.?Elv=s BEi li3! leQ 3.Q='8. E'5'= t'5 itsc< 1-) =i<o a€3E Hx-e.<r99a4*:J; G*l'':9I =€a;€!< j==G93==<3.Q.2..tYG0A89=_ea, rr.?:<a.=-.2=6(An3H.pE'af t'>a)99.oP-2.?cz'or8.^ =.:^A)=-NEsoo>aacv-?G=23>=.o) ,^c,=-lf)g?q*€r, =C! Ai O--O (,.o Ott)'< * c, 1geslF< tT,.o - t,e€:ea== E?7 *? <ea:3.qE:-^=4-a-J-i i 3 i'-=g3=-a'9,-'J>O s 3FE=*F*:t z7riaa+s:egE*=q€;€gFE;gg-<9F81--a---o-,2 ? 3' =O-P=JI -r - rrvii *=99- -= X dY \l 0i t- =.€€ le gg3;Ef(- 77it,cO, +1,'o 6g gi;ilQ f 5 3.-:-s a:la6 ?2.-==' 9 *; ag Ei FsE ;iftg A eaE€ Fr i=5 *r3>='=' ,.^ .)' -- {s prn a o-o-ooz(?aoo-Tloo.0)oo=Yo(Da{o)d.o-l..-) =b16.HEl+=loot-.l=l6af5(!Y9lrudlOrrlNglN3lolaQRRd6-38-Y(aeo.t!=.=t.)otso.o.?o.atro.t(:.)D;5(iL=b: -_.s(/ \vo. \--(\<F-.E\(cCsCetr8go=v3ozsq-:o;ot(t=o96owoooo6-zoozoIqq.)moPl,o)oaoP6'oT'd(n@ d5'6'7z(!A'o-ta(?o'eoetq(?A)oEY6t)se0o.)GtrtoNeUlIrr"ot,qA)(?oEagA)t.>ro(?00Oc',ffi,iaiFgaeE9t-g2c-a5xo Form 4: Vendor Submittal – Local Vendor Preference Certification (Check Appropriate Boxes Below) State of Florida (Select County if Vendor is described as a Local Business) Collier County Lee County Vendor affirms that it is a local business as defined by the Procurement Ordinance of the Collier County Board of County Commissioners and the Regulations Thereto. As defined in Section Fifteen of the Collier County Procurement Ordinance: Local business means the vendor has a current Business Tax Receipt issued by the Collier County Tax Collector prior to bid or proposal submission to do business within Collier County, and that identifies the business with a permanent physical business address located within the limits of Collier County from which the vendor’s staff operates and performs business in an area zoned for the conduct of such business. A Post Office Box or a facility that receives mail, or a non-permanent structure such as a construction trailer, storage shed, or other non-permanent structure shall not be used for the purpose of establishing said physical address. In addition to the foregoing, a vendor shall not be considered a "local business" unless it contributes to the economic development and well-being of Collier County in a verifiable and measurable way. This may include, but not be limited to, the retention and expansion of employment opportunities, support and increase to the County's tax base, and residency of employees and principals of the business within Collier County. Vendors shall affirm in writing their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a "local business" under this section. A vendor who misrepresents the Local Preference status of its firm in a proposal or bid submitted to the County will lose the privilege to claim Local Preference status for a period of up to one year under this section. Vendor must complete the following information: Year Business Established in Collier County or Lee County: ________ Number of Employees (Including Owner(s) or Corporate Officers):_________ Number of Employees Living in Collier County or Lee (Including Owner(s) or Corporate Officers):_______ If requested by the County, Vendor will be required to provide documentation substantiating the information given in this certification. Failure to do so will result in vendor’s submission being deemed not applicable. Sign and Date Certification: Under penalties of perjury, I certify that the information shown on this form is correct to my knowledge. Company Name: _________________________________________ Date: _____________________________ Address in Collier or Lee County: _____________________________________________________________________ Signature: ____________________________________________ Title: _____________________________ 2004 58,115 Collier 25; Lee 30 Jacobs Engineering Group Inc.August 23, 2022 Vice President 9010 Strada Stell Court, Unit 108, Naples, FL 34109 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME: CONTACT (A/C, No): FAX E-MAIL ADDRESS: PRODUCER (A/C, No, Ext): PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT ER OTH- STATUTE PER LIMITS(MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) POLICY EFF POLICY NUMBERTYPE OF INSURANCELTR INSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 22667 X A A 1,000,000 LIC #0437153 1,000,000 5,000 X Collier County 65967039 65967039 Los Angeles, CA 90017 EON G21655065 013 Bldg C-2 3295 Tamiami Trail East 1-212-948-1306 X USA 1,000,000 06/27/2022 X 500,000 HDO G72496176 ACE AMER INS CO nyumdo_newgalexy 07/01/23PROFESSIONAL LIABILITY PER CLAIM/PER AGG 07/01/23 1,000,000 Naples, FL 34112 CIRTS_Support@jacobs.com Marsh Risk & Insurance Services A 1,000,000 X 500,00007/01/22 633 W. Fifth Street 07/01/22 CONTRACTUAL LIABILITY 1000 Wilshire Blvd., Suite 1140 C/O Global Risk Management 07/01/23 N A 1,000,000 ISA H25568230 A A Jacobs Engineering Group Inc. 07/01/22 1,000,000 X Los Angeles, CA 90071 WCU C68914577 (OH)* WLR C6891453A (AOS) SCF C68914619 (WI) 07/01/22 07/01/22 07/01/22 1-212-948-1306 2,000,000 07/01/23 07/01/23 07/01/23 THE TERMS AND CONDITIONS NEGOTIATED IN THE FINAL CONTRACT, CONSISTENT WITH POLICY TERMS AND CONDITIONS. non-contributory. *THIS IS A SAMPLE CERTIFICATE ONLY*. THE ACTUAL CERTIFICATE FOR THE PROPOSED PROJECT WILL COMPLY WITH under contract for captioned work. Coverage is primary and certificate holder's insurance is excess and general liability as respects the negligence of the insured in the performance of insured's services to cert holder 22-8011. PROPOSAL NUMBER: RFP No. 22-8011. SECTOR: Public. Collier County is added as an additional insured for Infrastructure Improvements. CONTRACT NUMBER: RFP No. 22-8011. CONTRACT END DATE: 8/30/2024. PROJECT NUMBER: RFP No. PROJECT MGR: Bill Gramer. CONTRACT MGR: Bill Beddow. RE: Design Services for Wilson Blvd. Well House and Licenses Well 15Well 16Well 37Well 14Well 13Well 12Well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orporation 502-22-00180738 214-583-8441 220847 9010 STRADA STELL CT #108 30.00 COMM / PUD 9191 JAMAICA ST ENGLEWOOD, CO 80112 SEPTEMBER 30, 2022 2822 03600101 10/13/2021 JACOBS ENGINEERING GROUP INC ENGINEERING BUSINESS 7/25/22, 9:45 AM DBPR - FRANCOIS, DIANA FLORE, Professional Engineer https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=E86F50CDD5D6103B0F5EE3E4A8D71B43 1/2 HOME CONTACT US MY ACCOUNT T H E O F F I C I A L S I T E O F T H E F L O R I D A D E PA R T M E N T O F B U S I N E S S & P R O F E S S I O N A L R E G U L AT I O N ONLINE SERVICES Apply for a License Verify a Licensee View Food & Lodging Inspections File a Complaint Continuing Education Course Search View Application Status Find Exam Information Unlicensed Activity Search AB&T Delinquent Invoice & Activity List Search LICENSEE DETAILS 9:37:19 AM 7/25/2022 Licensee Information Name:FRANCOIS, DIANA FLORE (Primary Name) Main Address:3150 SW 38TH AVENUE SUITE 700 MIAMI Florida 33146 County:DADE License Information License Type:Professional Engineer Rank:Prof Engineer License Number:75176 Status:Current,Active Licensure Date:11/02/2012 Expires:02/28/2023 Special Qualifications Qualification Effective Civil 11/02/2012 Environmental 11/02/2012 Alternate Names View Related License Information View License Complaint 2601 Blair Stone Road, Tallahassee FL 32399 :: Email: Customer Contact Center :: Customer Contact Center: 850.487.1395 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida. Privacy Statement Under Florida law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. Please see our Chapter 455 page to determine if you are affected by this change. 6/27/22, 7:05 PM DBPR - GRAMER, WILLIAM J., Professional Engineer https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=D1D545FDF67F448DD3F5DB65B26D3526 1/2 HOME CONTACT US MY ACCOUNT T H E O F F I C I A L S I T E O F T H E F L O R I D A D E PA R T M E N T O F B U S I N E S S & P R O F E S S I O N A L R E G U L AT I O N ONLINE SERVICES Apply for a License Verify a Licensee View Food & Lodging Inspections File a Complaint Continuing Education Course Search View Application Status Find Exam Information Unlicensed Activity Search AB&T Delinquent Invoice & Activity List Search LICENSEE DETAILS 8:04:45 PM 6/27/2022 Licensee Information Name:GRAMER, WILLIAM J. (Primary Name) Main Address:2229 CAMPESTRE TERRACE NAPLES Florida 34119 County:COLLIER License Information License Type:Professional Engineer Rank:Prof Engineer License Number:59090 Status:Current,Active Licensure Date:10/23/2002 Expires:02/28/2023 Special Qualifications Qualification Effective Civil 10/23/2002 Alternate Names View Related License Information View License Complaint 2601 Blair Stone Road, Tallahassee FL 32399 :: Email: Customer Contact Center :: Customer Contact Center: 850.487.1395 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida. Privacy Statement Under Florida law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. Please see our Chapter 455 page to determine if you are affected by this change. COLLIER COUNTY BUSINESS TAX BUSINESS TAX NUMBER: 033232 COLLIER COUNTY TAX COLLECTOR· 2800 N. HORSESHOE DRIVE· NAPLES FLORIDA 34104 • (239) 252-2477 VISIT OUR WEBSITE AT: www.colliertaxcollector.com THIS RECEIPT EXPIRES SEPTEMBER 30, 2022 LOCATION: 9010 STRADA STELL CT #108 ZONED: COMM / PUD BUSINESS PHONE: 596-1715 STATE OR COUNTY LIC#: CLASSIFICATION: ADMINISTRATIVE OFFICE CLASSIFICATION CODE: 03606401 LEGAL FORM Corporation This document is a business tax only. This is not certification that licensee is qualified. It does not permit the licensee lo violate any existing regulatory zoning laws of the state, county, or cities nor does it exempt the licensee from any other taxes or permits that may be required by law. DISPLAY AT PLACE OF BUSINESS FOR PUBLIC INSPECTION. FAILURE TO DO SO IS CONTRARY TO LOCAL LAWS. CH2M HILL, INC CH2M HILL, INC ATTN: TAX DEPT. 9191 JAMACIA ST ENGLEWOOD, CO 80112 , THIS TAX IS NON-REFUNDABLE, DATE 10/13/2021 AMOUNT 30.00 RECEIPT 502-22-00180750R<>t %-e-�rYt, COLLIER COUNTY BUSINESS TAX BUSINESS TAX NUMBER: 102498 COLLIER COUNTY TAX COLLECTOR• 2800 N. HORSESHOE DRIVE· NAPLES FLORIDA 34104 • (239) 252-2477 VISIT OUR WEBSITE AT: www.colliertaxcolleclor.com THIS RECEIPT EXPIRES SEPTEMBER 30, 2022 LOCATION: 9010 STRADA STELL CT #108 ZONED: PUD PELICAN MARSH BUSINESS PHONE: 214-583-8441 STATE OR COUNTY LIC#: 25861 CLASSIFICATION: ENGINEERING BUSINESS CLASSIFICATION CODE: 03600101 LEGAL FORM Corporation This document is a business tax only. This is not certification that licensee is qualified. It does not permit the licensee to violate any existing regulatory zoning laws of the state, county, or cities nor does it exempt the licensee from any other taxes or permits that may be required by law. DISPLAY AT PLACE OF BUSINESS FOR PUBLIC INSPECTION. FAILURE TO DO SO IS CONTRARY TO LOCAL LAWS. CH2M HILL ENGINEERS INC CH2M HILL ENGINEERS INC ATTN: TAX DEPT 9191 JAMAICA ST ENGL EWOOD, CO 80112 -THIS TAX IS NON-REFUNDABLE• DATE 10/13/2021 AMOUNT 30.00 RECEIPT 501-22-00180678R<>t %-e,�= COLLIER COUNTY BUSINESS TAX BUSINESS TAX NUMBER: 220847 COLLIER COUNTY TAX COLLECTOR· 2800 N. HORSESHOE DRIVE• NAPLES FLORIDA 34104-(239) 252-2477 VISIT OUR WEBSITE AT: www.colliertaxcolleclor.com THIS RECEIPT EXPIRES SEPTEMBER 30, 2022 LOCATION: 9010 STRADA STELL CT #108 ZONED: COMM / PUD BUSINESS PHONE: 214-583-8441 STATE OR COUNTY UC#: 2822 CLASSIFICATION: ENGINEERING BUSINESS CLASSIFICATION CODE: 03600101 LEGAL FORM Corporation This document is a business tax only. This is not certification that licensee is qualified. It does not permit the licensee to violate any existing regulatory zoning laws of the state, county, or cities nor does it exempt the licensee from any other taxes or permits that may be required by law. DISPLAY AT PLACE OF BUSINESS FOR PUBLIC INSPECTION. FAILURE TO DO SO IS CONTRARY TO LOCAL LAWS. JACOBS ENGINEERING GROUP INC JACOBS ENGINEERING GROUP INC 9191 JAMAICA ST ENGLEWOOD, CO 80112 •THIS TAX IS NON-REFUNDABLE· DATE 10/13/2021 AMOUNT 30.00 RECEIPT 502-22·00180738 'K,of ;l;to1-1,e,�e,1, 6/27/22, 8:22 PM DBPR - JACOBS ENGINEERING GROUP INC., Registry https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=06e137b7dcd93e7d86f7664ccdaad3ea 1/2 HOME CONTACT US MY ACCOUNT T H E O F F I C I A L S I T E O F T H E F L O R I D A D E PA R T M E N T O F B U S I N E S S & P R O F E S S I O N A L R E G U L AT I O N ONLINE SERVICES Apply for a License Verify a Licensee View Food & Lodging Inspections File a Complaint Continuing Education Course Search View Application Status Find Exam Information Unlicensed Activity Search AB&T Delinquent Invoice & Activity List Search LICENSEE DETAILS 9:21:53 PM 6/27/2022 Licensee Information Name:JACOBS ENGINEERING GROUP INC. (Primary Name) Main Address:1999 BRYAN STREET DALLAS Texas 90017 License Mailing:1999 BRYAN STREET DALLAS TX 75201 County:OUT OF STATE License Location:1999 BRYAN STREET DALLAS TX 75201 County:OUT OF STATE License Information License Type:Registry Rank:Registry License Number:2822 Status:Current Licensure Date:05/21/1979 Expires: Special Qualifications Qualification Effective Alternate Names View Related License Information View License Complaint 2601 Blair Stone Road, Tallahassee FL 32399 :: Email: Customer Contact Center :: Customer Contact Center: 850.487.1395 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida. Privacy Statement Under Florida law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must 6/27/22, 8:22 PM DBPR - JACOBS ENGINEERING GROUP INC., Registry https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=06e137b7dcd93e7d86f7664ccdaad3ea 2/2 provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. Please see our Chapter 455 page to determine if you are affected by this change. State of Florida Department of State I certify from the records of this office that JACOBS ENGINEERING GROUP INC.is a Delaware corporation authorized to transact business in the State of Florida,qualified on February 12,1987. The document number of this corporation is P13217. I further certify that said corporation has paid all fees due this office through December 31,2022,that its most recent annual report/uniform business report was filed on January 13,2022,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 Thirteenth day of January, 2022 Tracking Number:9012666043CC To authenticate this certificate,visit the following site,enter this number,and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication 7:55:23 AM 6/11/2021 Data Contained In Search Results Is Current As Of 06/11/2021 07:53 AM. Search Results Please see our glossarY. of terms for an explanation of the license status shown in these search results. For additional information, including any complaints or discipline, click on the name. License Name License Type Name Type Number/ Registry JACOBS ENGINEERING GROUP Primary INC. License Location Address*: 1999 BRYAN STREET DALLAS, TX 75201 Main Address*: 1999 BRYAN STREET DALLAS, TX 90017 Mailing Address*: 1999 BRYAN STREET DALLAS, TX 75201 Rank 2822 Registry Continuing Education Provider -Approved JACOBS ENGINEERING GROUP,. INC. Primary 46 CEP Approved Main Address*: 201 N. FRANKLIN STREET TAMPA, FL 80112 Engineers CE Course JACOBS ENGINEERING GROUP,. INC. Primary Main Address*: 201 N. FRANKLIN STREET TAMPA, FL 80112 Engineers CE Course JACOBS ENGINEERING GROUP,. INC. Primary Main Address*: 201 N. FRANKLIN STREET TAMPA, FL 80112 Engineers CE Course JACOBS ENGINEERING GROUP,. INC. Primary Main Address*: 201 N. FRANKLIN STREET TAMPA, FL 80112 Engineers CE Course JACOBS ENGINEERING GROUP,. INC. Primary Main Address*: 201 N. FRANKLIN STREET TAMPA, FL 80112 Engineers CE Course JACOBS ENGINEERING GROUP,. INC. Primary Main Address*: 201 N. FRANKLIN STREET TAMPA, FL 80112 Engineers CE Course JACOBS ENGINEERING GROUP,. INC. Primary Main Address*: 201 N. FRANKLIN STREET TAMPA, FL 80112 Engineers CE Course JACOBS ENGINEERING GROUP,. INC. Primary 2032 Course 1984 Course 1952 Course 1987 Course 2021 Course 2017 Course 1983 Course Status/Expires Current Current 05/31/2021 Current 05/31/2017 Current 05/31/2017 Current 05/31/2017 Current 05/31/2017 Current 05/31/2017 Current 05/31/2017 Current 05/31/2017 Main Address*: 201 N. FRANKLIN STREET TAMPA, FL 80112 Engineers CE Course JACOBS ENGINEERING GROUP,. INC. Primary Main Address*: 201 N. FRANKLIN STREET TAMPA, FL 80112 Page 1 of 5 *denotes Main Address -This address is the Primary Address on file. 1950 Course Current 05/31/2017 Mailing Address -This is the address where the mail associated with a particular license will be sent (if different from the Main or License Location addresses). License Location Address -This is the address where the place of business is physically located. 2601 Blair Stone Road, Tallahassee FL 32399 : : Email: Customer Contact Center : : Customer Contact Center: 850.487 .1395 The State of Florida is an AA/EEO employer. CoP.,y.r!ght 2007-2010 State of Florida. Privacy Statement Under Florida law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. 6/17/22, 11:28 AM Detail by Entity Name https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=JACOBSE…1/5 Document Number FEI/EIN Number Date Filed State Status Last Event Event Date Filed Event Effective Date Department of State / Division of Corporations / Search Records / Search by Entity Name / Detail by Entity Name Foreign Profit Corporation JACOBS ENGINEERING GROUP INC. Filing Information P13217 95-4081636 02/12/1987 DE ACTIVE AMENDMENT 02/26/1990 NONE Principal Address 1999 BRYAN STREET DALLAS, TX 75201 Changed: 04/05/2018 Mailing Address MANISHA GADHAVE, JACOBS ENGINEERING INDIA PVT LTD 12B EMPIRE TOWER CLOUD CITY CAMPUS NAVI MUMBAI 400 708 IN Changed: 02/05/2020 Registered Agent Name & Address CT CORPORATION SYSTEM 1200 S. PINE ISLAND ROAD PLANTATION, FL 33324 Name Changed: 06/30/1992 Address Changed: 06/30/1992 Officer/Director Detail Name & Address Title President D C Florida Department of State 6/17/22, 11:28 AM Detail by Entity Name https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=JACOBSE…2/5 PRAGADA, ROBERT V 1999 BRYAN STREET DALLAS, TX 75201 Title Treasurer CARLIN, MICHAEL 1999 BRYAN STREET DALLAS, TX 75201 Title Secretary JOHNSON, JUSTIN 1999 BRYAN STREET DALLAS, TX 75201 Title VP BUNDERSON, MICHAEL 155 NORTH LAKE AVENUE PASADENA, CA 91101 Title VP MEINHART, TOM 10 TENTH STREET SUITE 1400 ATLANTA, GA 30309 Title Authorized Representative KIRBY, DANIEL 200 SOUTH ORANGE AVENUE SUITE 900 ORLANDO, FL 32801 Title Authorized Representative STEJSKAL, DAVID 25 West Cedar Street Suite 350 Pensacola, FL 32502 Title VP NEIN, BRETT 1100 N. GLEBE RD,5TH FLOOR ARLINGTON, VA 22201 Title VP JONES, KEITH B 46 LIBERTY INDUSTRIAL PARKWAY MCDONOUGH, GA 30253 6/17/22, 11:28 AM Detail by Entity Name https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=JACOBSE…3/5 Title VP PATTERSON, ELLEN 550W, CYPRESS CREEK ROAD FORT LAUDERDALE, FL 33309 Title VP HOOPER, CORY 200 SOUTH ORANGE AVENUE SUITE 900 ORLANDO, FL 32801 Title VP WATSON, KATUS 5401 W. Kennedy Blvd Ste 300 TAMPA, FL 33609 Title VP UCHIL, VINAY 10 TENTH STREET SUITE 1400 ATLANTA, GA 30309 Title Director DEMETRIOU, STEVEN J 1999 BRYAN STREET DALLAS, TX 75201 Title President BERRYMAN, KEVIN C 1999 BRYAN STREET DALLAS, TX 75201 Title VP ASHMAN, DAVID 5401 W. Kennedy Blvd Ste 300 Tampa, FL 33609 Title VP Lazaro, Alberto 3150 SW 38 Avenue Miami, FL 33146 Annual Reports Report Year Filed Date 6/17/22, 11:28 AM Detail by Entity Name https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=JACOBSE…4/5 2021 01/14/2021 2021 06/07/2021 2022 01/13/2022 Document Images 01/13/2022 -- ANNUAL REPORT View image in PDF format 09/28/2021 -- AMENDED ANNUAL REPORT View image in PDF format 06/07/2021 -- AMENDED ANNUAL REPORT View image in PDF format 01/14/2021 -- ANNUAL REPORT View image in PDF format 02/05/2020 -- ANNUAL REPORT View image in PDF format 02/08/2019 -- ANNUAL REPORT View image in PDF format 09/26/2018 -- AMENDED ANNUAL REPORT View image in PDF format 05/21/2018 -- AMENDED ANNUAL REPORT View image in PDF format 04/18/2018 -- AMENDED ANNUAL REPORT View image in PDF format 04/08/2018 -- AMENDED ANNUAL REPORT View image in PDF format 04/05/2018 -- ANNUAL REPORT View image in PDF format 08/11/2017 -- AMENDED ANNUAL REPORT View image in PDF format 01/19/2017 -- ANNUAL REPORT View image in PDF format 05/17/2016 -- AMENDED ANNUAL REPORT View image in PDF format 04/28/2016 -- ANNUAL REPORT View image in PDF format 04/17/2015 -- ANNUAL REPORT View image in PDF format 05/28/2014 -- AMENDED ANNUAL REPORT View image in PDF format 04/15/2014 -- AMENDED ANNUAL REPORT View image in PDF format 01/27/2014 -- ANNUAL REPORT View image in PDF format 03/05/2013 -- ANNUAL REPORT View image in PDF format 07/10/2012 -- ANNUAL REPORT View image in PDF format 02/09/2012 -- ANNUAL REPORT View image in PDF format 09/30/2011 -- ANNUAL REPORT View image in PDF format 06/30/2011 -- ANNUAL REPORT View image in PDF format 02/08/2011 -- ANNUAL REPORT View image in PDF format 03/31/2010 -- ANNUAL REPORT View image in PDF format 11/05/2009 -- ANNUAL REPORT View image in PDF format 01/28/2009 -- ANNUAL REPORT View image in PDF format 04/02/2008 -- ANNUAL REPORT View image in PDF format 04/26/2007 -- ANNUAL REPORT View image in PDF format 05/02/2006 -- ANNUAL REPORT View image in PDF format 05/03/2005 -- ANNUAL REPORT View image in PDF format 04/27/2004 -- ANNUAL REPORT View image in PDF format 05/02/2003 -- ANNUAL REPORT View image in PDF format 04/17/2002 -- ANNUAL REPORT View image in PDF format 05/03/2001 -- ANNUAL REPORT View image in PDF format 05/03/2000 -- ANNUAL REPORT View image in PDF format 05/08/1999 -- ANNUAL REPORT View image in PDF format 04/30/1998 -- ANNUAL REPORT View image in PDF format 04/25/1997 -- ANNUAL REPORT View image in PDF format 04/23/1996 -- ANNUAL REPORT View image in PDF format 6/17/22, 11:28 AM Detail by Entity Name https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=JACOBSE…5/5 05/01/1995 -- ANNUAL REPORT View image in PDF format Florida Department of State, Division of Corporations Page 1 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number:Client Company ID Number: THE E-VERIFY MEMORANDUM OF UNDERSTANDING FOR EMPLOYERS USING A WEB SERVICES E-VERIFY EMPLOYER AGENT ARTICLE I PURPOSE AND AUTHORITY E-Verify is a program that electronically confirms an employee’s eligibility to work in the United States after completion of Form I-9, Employment Eligibility Verification (Form I-9). This Memorandum of Understanding (MOU) explains certain features of the E-Verify program and describes specific responsibilities of the Employer, the E-Verify Employer Agent, the Social Security Administration (SSA), and DHS. References in this MOU to the Employer include the Web Services E-Verify Employer Agent when acting on behalf of the Employer. For purposes of this MOU, the E-Verify browser refers to the website that provides direct access to the E-Verify system: https://e-verify.uscis.gov/emp/. You may access E-Verify directly free of charge via the E-Verify browser. Authority for the E-Verify program is found in Title IV, Subtitle A, of the Illegal Immigration Reform and Immigrant Responsibility Act of 1996 (IIRIRA), Pub. L. 104-208, 110 Stat. 3009, as amended (8 U.S.C. § 1324a note). The Federal Acquisition Regulation (FAR) Subpart 22.18, “Employment Eligibility Verification” and Executive Order 12989, as amended, provide authority for Federal contractors and subcontractors (Federal contractor) to use E-Verify to verify the employment eligibility of certain employees working on Federal contracts. ARTICLE II RESPONSIBILITIES A. RESPONSIBILITIES OF THE EMPLOYER For purposes of this MOU, references to the Employer include the Web Services E-Verify Employer Agent when acting on behalf of the Employer. 1.By enrolling in E-Verify and signing the applicable MOU, the Employer asserts that it is a legitimate company which intends to use E-Verify for legitimate purposes only and in accordance with the laws, regulations and DHS policies and procedures relating to the use of E-Verify. Page 2 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number:Client Company ID Number: 2. The Employer agrees to display the following notices supplied by DHS (though the Web Services E- Verify Employer Agent) in a prominent place that is clearly visible to prospective employees and all employees who are to be verified through the system: a. Notice of E-Verify Participation b. Notice of Right to Work 3. The Employer agrees to provide to the SSA and DHS the names, titles, addresses, and telephone numbers of the Employer representatives to be contacted about E-Verify. The Employer also agrees to keep such information current by providing updated information to SSA and DHS whenever the representatives’ contact information changes. 4. The Employer agrees to become familiar with and comply with the most recent version of the E-Verify User Manual. The Employer will obtain the E-Verify User Manual from the Web Services E-Verify Employer Agent, and will be notified by the Web Services E-Verify Employer Agent when a new version of the E-Verify User Manual becomes available. 5. The Employer agrees to comply with current Form I-9 procedures, with two exceptions: a. If an employee presents a "List B" identity document, the Employer agrees to only accept "List B" documents that contain a photo. (List B documents identified in 8 C.F.R. 274a.2(b)(1)(B)) can be presented during the Form I-9 process to establish identity.) If an employee objects to the photo requirement for religious reasons, the Employer should contact E-Verify at 888-464-4218. b. If an employee presents a DHS Form I-551 (Permanent Resident Card), Form I-766 (Employment Authorization Document), or U.S. Passport or Passport Card to complete Form I-9, the Employer agrees to make a photocopy of the document and to retain the photocopy with the employee’s Form I-9. The Employer will use the photocopy to verify the photo and to assist DHS with its review of photo mismatches that employees contest. DHS may in the future designate other documents that activate the photo screening tool. Note: Subject only to the exceptions noted previously in this paragraph, employees still retain the right to present any List A, or List B and List C, document(s) to complete the Form I-9. 6. The Employer agrees to record the case verification number on the employee's Form I-9 or to print the screen containing the case verification number and attach it to the employee's Form I-9. 7. The Employer agrees that, although it participates in E-Verify, the Employer has a responsibility to complete, retain, and make available for inspection Forms I-9 that relate to its employees, or from other requirements of applicable regulations or laws, including the obligation to comply with the antidiscrimination requirements of section 274B of the INA with respect to Form I-9 procedures. a. The following modified requirements are the only exceptions to an Employer’s obligation to not employ unauthorized workers and comply with the anti-discrimination provision of the INA: (1) List B identity documents must have photos, as described in paragraph 6 above; (2) When an Employer confirms the identity and employment eligibility of newly hired employee using E-Verify procedures, the Employer establishes a rebuttable presumption that it has not violated section 274A(a)(1)(A) of Page 3 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number:Client Company ID Number: the Immigration and Nationality Act (INA) with respect to the hiring of that employee; (3) If the Employer receives a final nonconfirmation for an employee, but continues to employ that person, the Employer must notify DHS and the Employer is subject to a civil money penalty between $550 and $1,100 for each failure to notify DHS of continued employment following a final nonconfirmation; (4) If the Employer continues to employ an employee after receiving a final nonconfirmation, then the Employer is subject to a rebuttable presumption that it has knowingly employed an unauthorized alien in violation of section 274A(a)(1)(A); and (5) no E-Verify participant is civilly or criminally liable under any law for any action taken in good faith based on information provided through the E-Verify. b.DHS reserves the right to conduct Form I-9 compliance inspections, as well as any other enforcement or compliance activity authorized by law, including site visits, to ensure proper use of E-Verify. 8.The Employer is strictly prohibited from creating an E-Verify case before the employee has been hired, meaning that a firm offer of employment was extended and accepted and Form I-9 was completed. The Employer agrees to create an E-Verify case for new employees within three Employer business days after each employee has been hired (after both Sections 1 and 2 of Form I-9 have been completed), and to complete as many steps of the E-Verify process as are necessary according to the E-Verify User Manual. If E-Verify is temporarily unavailable, the three-day time period will be extended until it is again operational in order to accommodate the Employer's attempting, in good faith, to make inquiries during the period of unavailability. 9.The Employer agrees not to use E-Verify for pre-employment screening of job applicants, in support of any unlawful employment practice, or for any other use that this MOU or the E-Verify User Manual does not authorize. 10.The Employer must use E-Verify (through its Web Services E-Verify Employer Agent) for all new employees. The Employer will not verify selectively and will not verify employees hired before the effective date of this MOU. Employers who are Federal contractors may qualify for exceptions to this requirement as described in Article II.B of this MOU. 11.The Employer agrees to follow appropriate procedures (see Article III below) regarding tentative nonconfirmations. The Employer must promptly notify employees in private of the finding and provide them with the notice and letter containing information specific to the employee’s E-Verify case. The Employer agrees to provide both the English and the translated notice and letter for employees with limited English proficiency to employees. The Employer agrees to provide written referral instructions to employees and instruct affected employees to bring the English copy of the letter to the SSA. The Employer must allow employees to contest the finding, and not take adverse action against employees if they choose to contest the finding, while their case is still pending. Further, when employees contest a tentative nonconfirmation based upon a photo mismatch, the Employer must take additional steps (see Article III.B below) to contact DHS with information necessary to resolve the challenge. 12.The Employer agrees not to take any adverse action against an employee based upon the employee's perceived employment eligibility status while SSA or DHS is processing the verification request unless the Employer obtains knowledge (as defined in 8 C.F.R. § 274a.1(l)) that the employee is not work authorized. The Employer understands that an initial inability of the SSA or DHS automated Page 4 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: verification system to verify work authorization, a tentative nonconfirmation, a case in continuance (indicating the need for additional time for the government to resolve a case), or the finding of a photo mismatch, does not establish, and should not be interpreted as, evidence that the employee is not work authorized. In any of such cases, the employee must be provided a full and fair opportunity to contest the finding, and if he or she does so, the employee may not be terminated or suffer any adverse employment consequences based upon the employee’s perceived employment eligibility status (including denying, reducing, or extending work hours, delaying or preventing training, requiring an employee to work in poorer conditions, withholding pay, refusing to assign the employee to a Federal contract or other assignment, or otherwise assuming that he or she is unauthorized to work) until and unless secondary verification by SSA or DHS has been completed and a final nonconfirmation has been issued. If the employee does not choose to contest a tentative nonconfirmation or a photo mismatch or if a secondary verification is completed and a final nonconfirmation is issued, then the Employer can find the employee is not work authorized and terminate the employee’s employment. Employers or employees with questions about a final nonconfirmation may call E-Verify at 1-888-464- 4218 (customer service) or 1-888-897-7781 (worker hotline). 13. The Employer agrees to comply with Title VII of the Civil Rights Act of 1964 and section 274B of the INA as applicable by not discriminating unlawfully against any individual in hiring, firing, employment eligibility verification, or recruitment or referral practices because of his or her national origin or citizenship status, or by committing discriminatory documentary practices. The Employer understands that such illegal practices can include selective verification or use of E-Verify except as provided in part D below, or discharging or refusing to hire employees because they appear or sound “foreign” or have received tentative nonconfirmations. The Employer further understands that any violation of the immigration-related unfair employment practices provisions in section 274B of the INA could subject the Employer to civil penalties, back pay awards, and other sanctions, and violations of Title VII could subject the Employer to back pay awards, compensatory and punitive damages. Violations of either section 274B of the INA or Title VII may also lead to the termination of its participation in E-Verify. If the Employer has any questions relating to the anti-discrimination provision, it should contact OSC at 1-800-255-8155 or 1-800-237-2515 (TDD). 14. The Employer agrees that it will use the information it receives from E-Verify (through its Web Services E-Verify Employer Agent) only to confirm the employment eligibility of employees as authorized by this MOU. The Employer agrees that it will safeguard this information, and means of access to it (such as Personal Identification Numbers and passwords), to ensure that it is not used for any other purpose and as necessary to protect its confidentiality, including ensuring that it is not disseminated to any person other than employees of the Employer who are authorized to perform the Employer's responsibilities under this MOU, except for such dissemination as may be authorized in advance by SSA or DHS for legitimate purposes. 15. The Employer agrees to notify DHS immediately in the event of a breach of personal information. Breaches are defined as loss of control or unauthorized access to E-Verify personal data. All suspected or confirmed breaches should be reported by calling 1-888-464-4218 or via email at E-Verify@dhs.gov. Please use “Privacy Incident – Password” in the subject line of your email when sending a breach report to E-Verify. 16. The Employer acknowledges that the information it receives from SSA through its Web Services Page 5 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: E-Verify Employer Agent is governed by the Privacy Act (5 U.S.C. § 552a(i)(1) and (3)) and the Social Security Act (42 U.S.C. 1306(a)). Any person who obtains this information under false pretenses or uses it for any purpose other than as provided for in this MOU may be subject to criminal penalties. 17. The Employer agrees to cooperate with DHS and SSA in their compliance monitoring and evaluation of E-Verify, which includes permitting DHS, SSA, their contractors and other agents, upon reasonable notice, to review Forms I-9 and other employment records and to interview it and its employees regarding the Employer’s use of E-Verify, and to respond in a prompt and accurate manner to DHS requests for information relating to their participation in E-Verify. 18. The Employer shall not make any false or unauthorized claims or references about its participation in E-Verify on its website, in advertising materials, or other media. The Employer shall not describe its services as federally-approved, federally-certified, or federally-recognized, or use language with a similar intent on its website or other materials provided to the public. Entering into this MOU does not mean that E-Verify endorses or authorizes your E-Verify services and any claim to that effect is false. 19. The Employer shall not state in its website or other public documents that any language used therein has been provided or approved by DHS, USCIS or the Verification Division, without first obtaining the prior written consent of DHS. 20. The Employer agrees that E-Verify trademarks and logos may be used only under license by DHS/USCIS (see M-795 (Web)) and, other than pursuant to the specific terms of such license, may not be used in any manner that might imply that the Employer’s services, products, websites, or publications are sponsored by, endorsed by, licensed by, or affiliated with DHS, USCIS, or E-Verify. 21. The Employer understands that if it uses E-Verify procedures for any purpose other than as authorized by this MOU, the Employer may be subject to appropriate legal action and termination of its participation in E-Verify according to this MOU. B. RESPONSIBILITIES OF THE WEB SERVICES E-VERIFY EMPLOYER AGENT 1. The Web Services E-Verify Employer Agent agrees to complete its Web Services interface no later than six months after the date the Web Services User signs this MOU. E-Verify considers your interface to be complete once it has been built pursuant to the Interface Control Agreement (ICA), submitted to E-Verify for testing, and approved for system access. 2. The Web Services E-Verify Employer Agent agrees to perform sufficient maintenance on the Web Services interface in accordance with the requirements listed in the ICA. These requirements include, but are not limited to, updating the Web Services interface to ensure that any updates or enhancements are incorporated no later than six months after the issuance of an ICA. Web Services E-Verify Employer Agents should be aware that this will require the investment of time and resources. Compliance with the requirements of the ICA must be carried out to the satisfaction of DHS and or its assignees. 3. The Web Services E-Verify Employer Agent agrees to provide to SSA and/or DHS the names, titles, addresses, e-mail addresses, and telephone numbers of the Web Services E-Verify Employer Agent representative who will access information, as well as ensure cooperation, communication, and Page 6 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: coordination with E-Verify. In addition, Web Services E-Verify Employer Agents must provide to SSA and/or DHS the names, titles, addresses, and telephone numbers of its clients and their staff who will access information through E-Verify. Web Services E-Verify Employer Agents must ensure the contact information is updated with SSA and DHS whenever the points of contact change. 4. The Web Services E-Verify Employer Agent agrees to become familiar with and comply with the E-Verify User Manual and provide a copy of the most current version of the manual to the Employer so that the Employer can become familiar with and comply with E-Verify policy and procedures. The Web Services E-Verify Employer Agent agrees to obtain a revised E-Verify User Manual as it becomes available and to provide a copy of the revised version to the Employer no later than 30 days after the manual becomes available. 5. The Web Services E-Verify Employer Agent agrees that any person accessing E-Verify on its behalf is trained on the most recent E-Verify policy and procedures. 6. The Web Services E-Verify Employer Agent agrees that any of its representatives who will perform employment verification cases will complete the E-Verify Tutorial before that individual initiates any cases. a. The Web Services E-Verify Employer Agent agrees that all of its representatives will take the refresher tutorials initiated by E-Verify as a condition of continued use of E-Verify, including any tutorials for Federal contractors, if any of the Employers represented by the Web Services E-Verify Employer Agent is a Federal contractor. b. Failure to complete a refresher tutorial will prevent the Web Services E-Verify Employer Agent and Employer from continued use of E-Verify. 7. The Web Services E-Verify Employer Agent agrees to grant E-Verify access only to current employees who need E-Verify access. The Web Services E-Verify Employer Agent must promptly terminate an employee’s E-Verify access if the employee is separated from the company or no longer needs access to E-Verify. 8. The Web Services E-Verify Employer Agent agrees to obtain the necessary equipment to use E- Verify as required by the E-Verify rules and regulations as modified from time to time. 9. The Web Services E-Verify Employer Agent agrees to, consistent with applicable laws, regulations, and policies, commit sufficient personnel and resources to meet the requirements of this MOU. 10. The Web Services E-Verify Employer Agent agrees to provide its clients with training on E-Verify processes, policies, and procedures. The E-Verify Employer Agent also agrees to provide its clients with ongoing E-Verify training as needed. E-Verify is not responsible for providing training to clients of E-Verify Employer Agents. 11. The Web Services E-Verify Employer Agent agrees to provide the Employer with the notices described in Article II.B.2 below. 12. The Web Services E-Verify Employer Agent agrees to create E-Verify cases for the Employer it represents in accordance with the E-Verify Manual, the E-Verify Web-Based Tutorial and all other Page 7 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: published E-Verify rules and procedures. The Web Services E-Verify Employer Agent will create E-Verify cases using information provided by the Employer and will immediately communicate the response back to the Employer. If E-Verify is temporarily unavailable, the three-day time period will be extended until it is again operational in order to accommodate the Web Services E-Verify Employer Agent’s attempting, in good faith, to make inquiries on behalf of the Employer during the period of unavailability. If, however, the Web Services interface is unavailable due to no fault of E-Verify, then the three-day time period is not extended. In such a case, the Web Services E-Verify Employer Agent must use the E-Verify browser during the outage. 13. The Web Services E-Verify Employer Agent agrees to ensure that all notices, referral letters and any other materials otherwise including instructions regarding tentative nonconfirmations, will be consistent with the most current E-Verify tentative nonconfirmation notices and referral letters, which are available on E-Verify’s website. 14. The Web Services E-Verify Employer Agent agrees that any system or interface it develops will follow the steps for creating E-Verify cases and processing tentative nonconfirmations, as laid out in the ICA, this MOU and the User Manual, including but not limited to allowing an employer to close an invalid case where appropriate, allowing an employer to refer a tentative nonconfirmation only when an employee chooses to contest a tentative nonconfirmation (no automatic referrals), and referring a tentative nonconfirmation to the appropriate agency at the time the employer prints the referral letter and provides the letter to the employee. The Web Services E-Verify Employer Agent understands that any failure to make its system or interface consistent with proper E-Verify procedures can result in DHS terminating the Web Services E-Verify Employer Agent’s agreement and access with or without notice. 15. When the Web Services E-Verify Employer Agent receives notice from a client company that it has received a contract with the FAR clause, then the Web Services E-Verify Employer Agent must update the company’s E-Verify profile within 30 days of the contract award date. 16. If data is transmitted between the Web Services E-Verify Employer Agent and its client, then the Web Services E-Verify Employer Agent agrees to protect personally identifiable information during transmission to and from the Web Services E-Verify Employer Agent. 17. The Web Services E-Verify Employer Agent agrees to notify DHS immediately in the event of a breach of personal information. Breaches are defined as loss of control or unauthorized access to E-Verify personal data. All suspected or confirmed breaches should be reported by calling 1-888-464- 4218 or via email at E-Verify@dhs.gov. Please use “Privacy Incident – Password” in the subject line of your email when sending a breach report to E-Verify. 18. The Web Services E-Verify Employer Agent agrees to fully cooperate with DHS and SSA in their compliance monitoring and evaluation of E-Verify, including permitting DHS, SSA, their contractors and other agents, upon reasonable notice, to review Forms I-9, employment records, and all records pertaining to the Web Services E-Verify Employer Agent’s use of E-Verify, and to interview it and its employees regarding the use of E-Verify, and to respond in a timely and accurate manner to DHS requests for information relating to their participation in E-Verify. a. The Web Services E-Verify Employer Agent agrees to cooperate with DHS if DHS requests Page 8 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: information about the Web Services E-Verify Employer Agent’s interface, including requests by DHS to view the actual interface operated by the Web Services E-Verify Employer Agent as well as related business documents. The Web Services E-Verify Employer Agent agrees to demonstrate for DHS the functionality of its interface to E-Verify upon request. b. The Web Services E-Verify Employer Agent agrees to demonstrate, if requested by DHS, that it has provided training to its clients that meets E-Verify standards. Training programs must provide a focused study of the topics covered in the E-Verify User Manual and pertinent Supplemental Guides. Furthermore, training programs and materials must be updated as E-Verify changes occur. The Web Services E-Verify Employer Agent is encouraged to incorporate information from existing E-Verify materials, including the Enrollment Quick Reference Guide, the E-Verify Employer Agent Client Handbook (formerly known as the Designated Agent Client Handbook), and existing tutorials and manuals into their training program. E-Verify also encourages the Web Services E-Verify Employer Agent to supervise first-time use of the E-Verify browser or Web Services interface by its staff and Employer clients as part of any training program. The Web Services E-Verify Employer Agent agrees to submit its training program materials to DHS for review upon request. Failure to provide adequate training could, in some instances, lead to penalties as described in Article V.F.1. of this MOU. 19. The Web Services E-Verify Employer Agent shall not make any false or unauthorized claims or references about its participation in E-Verify on its website, in advertising materials, or other media. The Web Services E-Verify Employer Agent shall not describe its services as federally-approved, federally-certified, or federally-recognized, or use language with a similar intent on its website or other materials provided to the public. Entering into this MOU does not mean that E-Verify endorses or authorizes your Web Services E-Verify Employer Agent services and any claim to that effect is false. 20. The Web Services E-Verify Employer Agent shall not state in its website or other public documents that any language used therein has been provided or approved by DHS, USCIS or the Verification Division, without first obtaining the prior written consent of DHS. 21. The W eb Services E-Verify Employer Agent agrees that E-Verify trademarks and logos may be used only under license by DHS/USCIS (see M-795 (Web)) and, other than pursuant to the specific terms of such license, may not be used in any manner that might imply that the Web Services E-Verify Employer Agent’s services, products, websites, or publications are sponsored by, endorsed by, licensed by, or affiliated with DHS, USCIS, or E-Verify. 22. The Web Services E-Verify Employer Agent understands that if it uses E-Verify procedures for any purpose other than as authorized by this MOU, the Web Services E-Verify Employer Agent may be subject to appropriate legal action and termination of its participation in E-Verify according to this MOU. C. RESPONSIBILITIES OF FEDERAL CONTRACTORS The Web Services E-Verify Employer Agent shall ensure that the Web Services E-Verify Employer Agent and the Employers it represents carry out the following responsibilities if the Employer is a Federal contractor or becomes a federal contractor. The Web Services E-Verify Employer Agent should instruct the client to keep the Web Services E-Verify Employer Agent informed about any changes or updates related to federal contracts. It is the Web Services E-Verify Employer Agent’s Page 9 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: responsibility to ensure that its clients are in compliance with all E-Verify policies and procedures. 1.If the Employer is a Federal contractor with the FAR E-Verify clause subject to the employment verification terms in Subpart 22.18 of the FAR, it will become familiar with and comply with the most current version of the E-Verify User Manual for Federal Contractors as well as the E-Verify Supplemental Guide for Federal Contractors. 2.In addition to the responsibilities of every employer outlined in this MOU, the Employer understands that if it is a Federal contractor subject to the employment verification terms in Subpart 22.18 of the FAR it must verify the employment eligibility of any “employee assigned to the contract” (as defined in FAR 22.1801). Once an employee has been verified through E-Verify by the Employer, the Employer may not reverify the employee through E-Verify. a.An Employer that is not enrolled in E-Verify as a Federal contractor at the time of a contract award must enroll as a Federal contractor in the E-Verify program within 30 calendar days of contract award and, within 90 days of enrollment, begin to verify employment eligibility of new hires using E-Verify. The Employer must verify those employees who are working in the United States, whether or not they are assigned to the contract. Once the Employer begins verifying new hires, such verification of new hires must be initiated within three business days after the hire date. Once enrolled in E-Verify as a Federal contractor, the Employer must begin verification of employees assigned to the contract within 90 calendar days after the date of enrollment or within 30 days of an employee’s assignment to the contract, whichever date is later. b.Employers enrolled in E-Verify as a Federal contractor for 90 days or more at the time of a contract award must use E-Verify to begin verification of employment eligibility for new hires of the Employer who are working in the United States, whether or not assigned to the contract, within three business days after the date of hire. If the Employer is enrolled in E-Verify as a Federal contractor for 90 calendar days or less at the time of contract award, the Employer must, within 90 days of enrollment, begin to use E-Verify to initiate verification of new hires of the contractor who are working in the United States, whether or not assigned to the contract. Such verification of new hires must be initiated within three business days after the date of hire. An Employer enrolled as a Federal contractor in E-Verify must begin verification of each employee assigned to the contract within 90 calendar days after date of contract award or within 30 days after assignment to the contract, whichever is later. c.Federal contractors that are institutions of higher education (as defined at 20 U.S.C. 1001(a)), state or local governments, governments of Federally recognized Indian tribes, or sureties performing under a takeover agreement entered into with a Federal agency under a performance bond may choose to only verify new and existing employees assigned to the Federal contract. Such Federal contractors may, however, elect to verify all new hires, and/or all existing employees hired after November 6, 1986. Employers in this category must begin verification of employees assigned to the contract within 90 calendar days after the date of enrollment or within 30 days of an employee’s assignment to the contract, whichever date is later. d.Upon enrollment, Employers who are Federal contractors may elect to verify employment eligibility of all existing employees working in the United States who were hired after November 6, 1986, instead of verifying only those employees assigned to a covered Federal contract. After enrollment, Employers must elect to verify existing staff following DHS procedures and begin Page 10 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: E-Verify verification of all existing employees within 180 days after the election. e.The Employer may use a previously completed Form I-9 as the basis for creating an E-Verify case for an employee assigned to a contract as long as: i.That Form I-9 is complete (including the SSN) and complies with Article II.A.6, ii.The employee’s work authorization has not expired, and iii.The Employer has reviewed the information reflected in the Form I-9 either in person or in communications with the employee to ensure that the employee’s Section 1, Form I-9 attestation has not changed (including, but not limited to, a lawful permanent resident alien having become a naturalized U.S. citizen). f.The Employer shall complete a new Form I-9 consistent with Article II.A.6 or update the previous Form I-9 to provide the necessary information if: i.The Employer cannot determine that Form I-9 complies with Article II.A.6, ii.The employee’s basis for work authorization as attested in Section 1 has expired or changed, or iii.The Form I-9 contains no SSN or is otherwise incomplete. Note: If Section 1 of Form I-9 is otherwise valid and up-to-date and the form otherwise complies with Article II.C.5, but reflects documentation (such as a U.S. passport or Form I-551) that expired after completing Form I-9, the Employer shall not require the production of additional documentation, or use the photo screening tool described in Article II.A.5, subject to any additional or superseding instructions that may be provided on this subject in the E-Verify User Manual. g.The Employer agrees not to require a second verification using E-Verify of any assigned employee who has previously been verified as a newly hired employee under this MOU or to authorize verification of any existing employee by any Employer that is not a Federal contractor based on this Article. 3.The Employer understands that if it is a Federal contractor, its compliance with this MOU is a performance requirement under the terms of the Federal contract or subcontract, and the Employer consents to the release of information relating to compliance with its verification responsibilities under this MOU to contracting officers or other officials authorized to review the Employer’s compliance with Federal contracting requirements. D. RESPONSIBILITIES OF SSA 1.SSA agrees to allow DHS to compare data provided by the Employer (through the E-Verify Employer Agent) against SSA’s database. SSA sends DHS confirmation that the data sent either matches or does not match the information in SSA’s database. 2.SSA agrees to safeguard the information the Employer provides (through the E-Verify Employer Agent) through E-Verify procedures. SSA also agrees to limit access to such information, as is appropriate by law, to individuals responsible for the verification of Social Security numbers or responsible for evaluation of E-Verify or such other persons or entities who may be authorized by SSA as governed by the Privacy Act (5 U.S.C. § 552a), the Social Security Act (42 U.S.C. 1306(a)), and SSA regulations (20 CFR Part 401). Page 11 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: 3. SSA agrees to provide case results from its database within three Federal Government work days of the initial inquiry. E-Verify provides the information to the E-Verify Employer Agent. 4. SSA agrees to update SSA records as necessary if the employee who contests the SSA tentative nonconfirmation visits an SSA field office and provides the required evidence. If the employee visits an SSA field office within the eight Federal Government work days from the date of referral to SSA, SSA agrees to update SSA records, if appropriate, within the eight-day period unless SSA determines that more than eight days may be necessary. In such cases, SSA will provide additional instructions to the employee. If the employee does not visit SSA in the time allowed, E-Verify may provide a final nonconfirmation to the E-Verify Employer Agent. Note: If an Employer experiences technical problems, or has a policy question, the employer should contact E-Verify at 1-888-464-4218. E. RESPONSIBILITIES OF DHS 1. DHS agrees to provide the Employer with selected data from DHS databases to enable the Employer (through the E-Verify Employer Agent) to conduct, to the extent authorized by this MOU: a. Automated verification checks on alien employees by electronic means, and b. Photo verification checks (when available) on employees. 2. DHS agrees to assist the E-Verify Employer Agent with operational problems associated with its participation in E-Verify. DHS agrees to provide the E-Verify Employer Agent names, titles, addresses, and telephone numbers of DHS representatives to be contacted during the E-Verify process. 3. DHS agrees to provide to the E-Verify Employer Agent with access to E-Verify training materials as well as an E-Verify User Manual that contain instructions on E-Verify policies, procedures, and requirements for both SSA and DHS, including restrictions on the use of E-Verify. 4. DHS agrees to train E-Verify Employer Agents on all important changes made to E-Verify through the use of mandatory refresher tutorials and updates to the E-Verify User Manual. Even without changes to E-Verify, DHS reserves the right to require E-Verify Employer Agents to take mandatory refresher tutorials. 5. DHS agrees to provide to the Employer (through the E-Verify Employer Agent) a notice, which indicates the Employer's participation in E-Verify. DHS also agrees to provide to the Employer anti- discrimination notices issued by the Office of Special Counsel for Immigration-Related Unfair Employment Practices (OSC), Civil Rights Division, U.S. Department of Justice. 6. DHS agrees to issue each of the E-Verify Employer Agent’s E-Verify users a unique user identification number and password that permits them to log in to E-Verif y. 7. DHS agrees to safeguard the information the Employer provides (through the E-Verify Employer Agent), and to limit access to such information to individuals responsible for the verification process, for evaluation of E-Verify, or to such other persons or entities as may be authorized by applicable law. Information will be used only to verify the accuracy of Social Security numbers and employment eligibility, to enforce the INA and Federal criminal laws, and to administer Federal contracting Page 12 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: requirements. 8. DHS agrees to provide a means of automated verification that provides (in conjunction with SSA verification procedures) confirmation or tentative nonconfirmation of employees' employment eligibility within three Federal Government work days of the initial inquiry. 9. DHS agrees to provide a means of secondary verification (including updating DHS records) for employees who contest DHS tentative nonconfirmations and photo mismatch tentative nonconfirmations. This provides final confirmation or nonconfirmation of the employees' employment eligibility within 10 Federal Government work days of the date of referral to DHS, unless DHS determines that more than 10 days may be necessary. In such cases, DHS will provide additional verification instructions. ARTICLE III REFERRAL OF INDIVIDUALS TO SSA AND DHS A. REFERRAL TO SSA 1. If the Employer receives a tentative nonconfirmation issued by SSA, the Employer must print the notice as directed by E-Verify. The Employer must promptly notify employees in private of the finding and provide them with the notice and letter containing information specific to the employee’s E-Verify case. The Employer also agrees to provide both the English and the translated notice and letter for employees with limited English proficiency to employees. The Employer agrees to provide written referral instructions to employees and instruct affected employees to bring the English copy of the letter to the SSA. The Employer must allow employees to contest the finding, and not take adverse action against employees if they choose to contest the finding, while their case is still pending. 2. The Employer agrees to obtain the employee’s response about whether he or she will contest the tentative nonconfirmation as soon as possible after the Employer receives the tentative nonconfirmation. Only the employee may determine whether he or she will contest the tentative nonconfirmation. 3. After a tentative nonconfirmation, the Employer will refer employees to SSA field offices only as directed by E-Verify. The Employer must record the case verification number, review the employee information submitted to E-Verify to identify any errors, and find out whether the employee contests the tentative nonconfirmation. The Employer will transmit the Social Security number, or any other corrected employee information that SSA requests, to SSA for verification again if this review indicates a need to do so. 4. The Employer will instruct the employee to visit an SSA office within eight Federal Government work days. SSA will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it determines that more than 10 days is necessary. 5. While waiting for case results, the Employer agrees to check the E-Verify system regularly for case updates. 6. The Employer agrees not to ask the employee to obtain a printout from the Social Security Page 13 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number:Client Company ID Number: Administration number database (the Numident) or other written verification of the SSN from the SSA. B. REFERRAL TO DHS 1. If the Employer receives a tentative nonconfirmation issued by DHS, the Employer must promptly notify employees in private of the finding and provide them with the notice and letter containing information specific to the employee’s E-Verify case. The Employer also agrees to provide both the English and the translated notice and letter for employees with limited English proficiency to employees. The Employer must allow employees to contest the finding, and not take adverse action against employees if they choose to contest the finding, while their case is still pending. 2. The Employer agrees to obtain the employee’s response about whether he or she will contest the tentative nonconfirmation as soon as possible after the Employer receives the tentative nonconfirmation. Only the employee may determine whether he or she will contest the tentative nonconfirmation. 3. The Employer agrees to refer individuals to DHS only when the employee chooses to contest a tentative nonconfirmation. 4. If the employee contests a tentative nonconfirmation issued by DHS, the Employer will instruct the employee to contact DHS through its toll-free hotline (as found on the referral letter) within eight Federal Government work days. 5. If the Employer finds a photo mismatch, the Employer must provide the photo mismatch tentative nonconfirmation notice and follow the instructions outlined in paragraph 1 of this section for tentative nonconfirmations, generally. 6. The Employer agrees that if an employee contests a tentative nonconfirmation based upon a photo mismatch, the Employer will send a copy of the employee’s Form I-551, Form I-766, U.S. Passport, or passport card to DHS for review by: a. Scanning and uploading the document, or b. Sending a photocopy of the document by express mail (furnished and paid for by the employer). 7. The Employer understands that if it cannot determine whether there is a photo match/mismatch, the Employer must forward the employee’s documentation to DHS as described in the preceding paragraph. The Employer agrees to resolve the case as specified by the DHS representative who will determine the photo match or mismatch. 8. DHS will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it determines that more than 10 days is necessary. 9. While waiting for case results, the Employer agrees to check the E-Verify system regularly for case updates. Page 14 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: ARTICLE IV SERVICE PROVISIONS A. NO SERVICE FEES 1.SSA and DHS will not charge the Employer or the Web Services E-Verify Employer Agent for verification services performed under this MOU. The Employer is responsible for providing equipment needed to make inquiries. To access E-Verify, an Employer will need a personal computer with Internet access. ARTICLE V SYSTEM SECURITY AND MAINTENANCE A. DEVELOPMENT REQUIREMENTS 1.Software developed by Web Services E-Verify Employer Agents must comply with federally- mandated information security policies and industry security standards to include but not limited to: a.Public Law 107-347, “E-Government Act of 2002, Title III, Federal Information Security Management Act (FISMA),” December 2002. b.Office of Management and Budget (OMB) Memorandum (M-10-15), “FY 2010 Reporting Instructions for the Federal Information Security Management Act and Agency Privacy Management,” April 2010. c.National Institute of Standards and Technology (NIST) Special Publication (SP) and Federal Information Processing Standards Publication (FIPS). d.International Organization for Standardization/International Electrotechnical Commission (ISO/IEC) 27002, Information Technology — Security Techniques — Code of Practice for Information Security Management. 2.The Web Services E-Verify Employer Agent agrees to update its Web Services interface to reflect system enhancements within six months from the date DHS notifies the Web Services User of the system update. The Web Services User will receive notice from DHS in the form of an Interface Control Agreement (ICA). The Web Services E-Verify Employer Agent agrees to institute changes to its interface as identified in the ICA, including all functionality identified and all data elements detailed therein. 3.The Web Services E-Verify Employer Agent agrees to demonstrate progress of its efforts to update its Web Services interface if and when DHS requests such progress reports. 4.The Web Services E-Verify Employer Agent acknowledges that if its system enhancements are not completed to the satisfaction of DHS or its assignees within six months from the date DHS notifies the Web Services User of the system update, then the Web Services User’s E-Verify account may be suspended, and support for previous releases of E-Verify may no longer be available to the Web Services User. The Web Services E-Verify Employer Agent also acknowledges that DHS may suspend the Web Services User’s account after the six-month period has elapsed. 5.The Web Services E-Verify Employer Agent agrees to incorporate error handling logic into its Page 15 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: development or software to accommodate and act in a timely fashion should an error code be returned. 6. The Web Services E-Verify Employer Agent agrees to complete the technical requirements testing which is confirmed upon receiving approval of test data and connectivity between the Web Services E-Verify Employer Agent and DHS. 7. DHS will not reimburse any Web Services E-Verify Employer Agent or software developer who has expended resources in the development or maintenance of a Web Services interface if that party is unable, or becomes unable, to meet any of the requirements set forth in this MOU. 8. Housing, development, infrastructure, maintenance, and testing of the Web Services applications may take place outside the United States and its territories, but testing must be conducted to ensure that the code is correct and secure. 9. If the Web Services E-Verify Employer Agent includes an electronic Form I-9 as part of its interface, then it must comply with the standards for electronic retention of Form I-9 found in 8 CFR 274a.2(e). B. INFORMATION SECURITY REQUIREMENTS Web Services E-Verify Employer Agents performing verification services under this MOU must ensure that information that is shared between the Web Services E-Verify Employer Agent and DHS is appropriately protected comparable to the protection provided when the information is within the DHS environment [OMB Circular A-130 Appendix III]. To achieve this level of information security, the Web Services E-Verify Employer Agent agrees to institute the following procedures: 1. Conduct periodic assessments of risk, including the magnitude of harm that could result from the unauthorized access, use, disclosure, disruption, modification, or destruction of information and information systems that support the operations and assets of the DHS, SSA, and the Web Services E-Verify Employer Agent and its clients; 2. Develop policies and procedures that are based on risk assessments, cost-effectively reduce information security risks to an acceptable level, and ensure that information security is addressed throughout the life cycle of each organizational information system; 3. Implement subordinate plans for providing adequate information security for networks, facilities, information systems, or groups of information systems, as appropriate; 4. Conduct security awareness training to inform the Web Services E-Verify Employer Agent’s personnel (including contractors and other users of information systems that support the operations and assets of the organization) of the information security risks associated with their activities and their responsibilities in complying with organizational policies and procedures designed to reduce these risks; 5. Develop periodic testing and evaluation of the effectiveness of information security policies, procedures, practices, and security controls to be performed with a frequency depending on risk, but no less than once per year; Page 16 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: 6. Develop a process for planning, implementing, evaluating, and documenting remedial actions to address any deficiencies in the information security policies, procedures, and practices of the organization; 7. Implement procedures for detecting, reporting, and responding to security incidents; 8. Create plans and procedures to ensure continuity of operations for information systems that support the operations and assets of the organization; 9. In information-sharing environments, the information owner is responsible for establishing the rules for appropriate use and protection of the subject information and retains that responsibility even when the information is shared with or provided to other organizations [NIST SP 800-37]. 10. DHS reserves the right to restrict Web Services calls from certain IP addresses. 11. DHS reserves the right to audit the W eb Services E-Verify Employer Agent’s application. 12. Web Services E-Verify Employer Agents and Software Developers agree to cooperate willingly with the DHS assessment of information security and privacy practices used by the company to develop and maintain the software. C. DATA PROTECTION AND PRIVACY REQUIREMENTS 1. Web Services E-Verify Employer Agents must practice proper Internet security; this means using HTTP over SSL/TLS (also known as HTTPS) when accessing DHS information resources such as E-Verify [NIST SP 800-95]. Internet security practices like this are necessary because Simple Object Access Protocol (SOAP), which provides a basic messaging framework on which Web Services can be built, allows messages to be viewed or modified by attackers as messages traverse the Internet and is not independently designed with all the necessary security protocols for E-Verify use. 2. In accordance with DHS standards, the Web Services E-Verify Employer Agent agrees to maintain physical, electronic, and procedural safeguards to appropriately protect the information shared under this MOU against loss, theft, misuse, unauthorized access, and improper disclosure, copying use, modification or deletion. 3. Any data transmission requiring encryption shall comply with the following standards: • Products using FIPS 197 Advanced Encryption Standard (AES) algorithms with at least 256- bit encryption that has been validated under FIPS 140-2. • NSA Type 2 or Type 1 encryption. 4. User ID Management (Set Standard): All information exchanged between the parties under this MOU will be done only through authorized Web Services E-Verify Employer Agent representatives identified above. 5. The Web Services E-Verify Employer Agent agrees to use the E-Verify browser instead of its own interface if it has not yet upgraded its interface to comply with the Federal Acquisition Regulation (FAR) system changes. In addition, Web Services E-Verify Employer Agents whose interfaces do not support Page 17 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number:Client Company ID Number: the Form I-9 from 2/2/2009 or 8/7/2009 should also use the E-Verify browser until the system upgrade is completed. 6.The Web Services E-Verify Employer Agent agrees to use the E-Verify browser instead of its own interface if it has not completed updates to its system within six months from the date DHS notifies the Web Services E-Verify Employer Agent of the system update. The Web Services E-Verify Employer Agent can resume use of its interface once it is up-to-date, unless the Web Services E-Verify Employer Agent has been suspended or terminated from continued use of the system. D. COMMUNICATIONS 1.Web Services E-Verify Employer Agents and Software Developers agree to develop an electronic system that is not subject to any agreement that would restrict access to and use of by an agency of the United States. 2.The Web Services E-Verify Employer Agent agrees to develop effective controls to ensure the integrity, accuracy and reliability of its electronic system. 3.The Web Services E-Verify Employer Agent agrees to develop an inspection and quality assurance program that regularly, at least once per year, evaluates the electronic system, and includes periodic checks of electronically stored information. The Web Services E-Verify Employer Agent agrees to share the results of its regular inspection and quality assurance program with DHS upon request. 4.The Web Services E-Verify Employer Agent agrees to develop an electronic system with the ability to produce legible copies of applicable notices, letters, etc. 5.All information exchanged between the parties under this MOU will be in accordance with applicable laws, regulations, and policies, including but not limited to, information security guidelines of the sending party with respect to any information that is deemed Personally Identifiable Information (PII), including but not limited to the employee or applicant’s Social Security number, alien number, date of birth, or other information that may be used to identify the individual. 6.Suspected and confirmed information security breaches must be reported to DHS according to Article II.A.17. Reporting such breaches does not relieve the Web Services E-Verify Employer Agent from further requirements as directed by state and local law. The Web Services E-Verify Employer Agent is subject to applicable state laws regarding data protection and incident reporting in addition to the requirements herein. E. SOFTWARE DEVELOPER RESTRICTIONS 1.The Web Services E-Verify Employer Agent agrees that if it develops a Web Services interface and sells such interface, then it can be held liable for any misuse by the company that purchases the interface. It is the responsibility of the Web Services E-Verify Employer Agent to ensure that its interface is used in accordance with E-Verify policies and procedures. 2.The Web Services E-Verify Employer Agent agrees to provide software updates to each client who purchases its software. Because of the frequency Web Services updates, an ongoing relationship between the software developer and the client is necessary. Page 18 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: 3. DHS reserves the right to terminate the access of any software developer with or without notice who creates or uses an interface that does not comply with E-Verify procedures. 4. Web Services Software Developers pursuing software development independent of serving clients as a Web Services E-Verify Employer Agent are not eligible to receive an ICA. At this time, E-Verify does not permit Web Services software development without also being a Web Services E-Verify Employer Agent or Web Services Employer. F. PENALTIES 1. The Web Services E-Verify Employer Agent agrees that any failure on its part to comply with the terms of the MOU may result in account suspension, termination, or other adverse action. 2. DHS is not liable for any financial losses to Web Services E-Verify Employer Agent, its clients, or any other party as a result of your account suspension or termination. ARTICLE VI MODIFICATION AND TERMINATION A. MODIFICATION 1. This MOU is effective upon the signature of all parties and shall continue in effect for as long as the SSA and DHS operates the E-Verify program unless modified in writing by the mutual consent of all parties. 2. Any and all E-Verify system enhancements by DHS or SSA, including but not limited to E-Verify checking against additional data sources and instituting new verification policies or procedures, will be covered under this MOU and will not cause the need for a supplemental MOU that outlines these changes. B. TERMINATION 1. The Web Services E-Verify Employer Agent may terminate this MOU and its participation in E-Verify at any time upon 30 days prior written notice to the other parties. In addition, any Employer represented by the Web Services E-Verify Employer Agent may voluntarily terminate its MOU upon giving DHS 30 days’ written notice. The Web Services E-Verify Employer Agent may not refuse to terminate the Employer based upon an outstanding bill for verification services. 2. Notwithstanding Article V, part A of this MOU, DHS may terminate this MOU, and thereby the Web Services E-Verify Employer Agent’s participation in E-Verify, with or without notice at any time if deemed necessary because of the requirements of law or policy, or upon a determination by SSA or DHS that there has been a breach of system integrity or security by the Web Services E-Verify Employer Agent or Employer, or a failure on the part of either party to comply with established E-Verify procedures and/or legal requirements. The Employer understands that if it is a Federal contractor, termination of this MOU by any party for any reason may negatively affect the performance of its contractual responsibilities. Similarly, the Employer understands that if it is in a state where E-Verify is mandatory, termination of this by any party MOU may negatively affect the Employer’s business. Page 19 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: 3.A Web Services E-Verify Employer Agent for an Employer that is a Federal contractor may terminate this MOU when the Federal contract that requires its participation in E-Verify is terminated or completed. In such cases, the Web Services E-Verify Employer Agent must provide written notice to DHS. If the Web Services E-Verify Employer Agent fails to provide such notice, then that Employer will remain an E-Verify participant, will remain bound by the terms of this MOU that apply to non-Federal contractor participants, and will be required to use the E-Verify procedures to verify the employment eligibility of all newly hired employees. 4.The Web Services E-Verify Employer Agent agrees that E-Verify is not liable for any losses, financial or otherwise, if the Web Services E-Verify Employer Agent or the Employer is terminated from E-Verify. ARTICLE VII PARTIES A. Some or all SSA and DHS responsibilities under this MOU may be performed by contractor(s), and SSA and DHS may adjust verification responsibilities between each other as necessary. By separate agreement with DHS, SSA has agreed to perform its responsibilities as described in this MOU. B. Nothing in this MOU is intended, or should be construed, to create any right or benefit, substantive or procedural, enforceable at law by any third party against the United States, its agencies, officers, or employees, or against the Web Services E-Verify Employer Agent, its agents, officers, or employees. C. The Web Services E-Verify Employer Agent may not assign, directly or indirectly, whether by operation of law, change of control or merger, all or any part of its rights or obligations under this MOU without the prior written consent of DHS, which consent shall not be unreasonably withheld or delayed. Any attempt to sublicense, assign, or transfer any of the rights, duties, or obligations herein is void. D. Each party shall be solely responsible for defending any claim or action against it arising out of or related to E-Verify or this MOU, whether civil or criminal, and for any liability wherefrom, including (but not limited to) any dispute between the Web Services E-Verify Employer Agent or the Employer and any other person or entity regarding the applicability of Section 403(d) of IIRIRA to any action taken or allegedly taken by the Web Services E-Verify Employer Agent or the Employer. E. The Web Services E-Verify Employer Agent understands that its participation in E-Verify is not confidential information and may be disclosed as authorized or required by law and DHS or SSA policy, including but not limited to, Congressional oversight, E-Verify publicity and media inquiries, determinations of compliance with Federal contractual requirements, and responses to inquiries under the Freedom of Information Act (FOIA). F. The individuals whose signatures appear below represent that they are authorized to enter into this MOU on behalf of the Employer, the Web Services E-Verify Employer Agent and DHS respectively. The Web Services E-Verify Employer Agent understands that any inaccurate statement, representation, data or other information provided to DHS may subject the Web Services E-Verify Employer Agent, as the case may be, its subcontractors, its employees, or its representatives to: (1) prosecution for false statements pursuant to 18 U.S.C. 1001 and/or; (2) immediate termination of its MOU and/or; (3) possible debarment or suspension. Page 20 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: Page 21 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number:Client Company ID Number: Approved by: Employer Name (Please Type or Print) Title Signature Date E-Verify Employer Agent Name (Please Type or Print) Title Signature Date Department of Homeland Security – Verification Division Name (Please Type or Print) Title Signature Date Page 22 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number:Client Company ID Number: Information Required for the E-Verify Program Information relating to your Company: Company Name Company Facility Address Company Alternate Address County or Parish Employer Identification Number North American Industry Classification Systems Code Parent Company Number of Employees Number of Sites Verified for Page 23 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: Are you verifying for more than 1 site? If yes, please provide the number of sites verified for in each State: Page 24 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: Information relating to the Program Administrator(s) for your Company on policy questions or operational problems: Page 25 of 25 E-Verify MOU for Employers Using a Web Services E-Verify Employer Agent | Revision Date 06/01/13 Company ID Number: Client Company ID Number: Fonn W•9 Request for Taxpayer Give Fonn to the (Rev. October 2018) Identification Number and Certification requester. Do not Department ol the Treasuiy send to the IRS. lntilmal Revooue Service ► Go to www.lrs.gov/FormW9 for Instructions and the latest information. 1 Name (as shown on your Income tax return), Name Is nlqUlred on this lino; do not leave thlJ Une blank. JACOBS ENGINEERING GROUP INC. 2 8uaineu nameldlsn,ganied eotlty name, if different from above (') 3 Che<:k appropriate bo11 fQf federal ta,c classlftc:ation of the person whose name Is entwed °" line 1. Cheek only on• of the 4 Exemptions (codes apply only to t following seven boxes. cettaln entities, not lndlvidi.lats: eee IZJ C Corpotallon D TIUSt/estato lnstMtlons on page 3): � 0 Individual/sole proprietor or D S Corporation 0 Partna1$hlp � i slnglO·member U.C Exempt payee Code (II any) la □Limited Uabillty company. Enter lhe !all Cla$$11icatlon (C,.C corporation, s-s COfl)Oralion, P•Partnetshlp) ►�i Note: Check the appropriate box In the fine above for the tax clasamcatlon ol the single•member owner. Oo not check Exemptioo from FATCA repo,tlng fu LLC II the LLC Is classlfied as a slngl&-mamber U.C that Is disregatded from lho owner unless ll1e owner ol the LLC Is eode(tlany) another LLC that Is not disregan:ted from the OWfflll' for U.S. fedel'al tax pl#J)()SeS, Otherwise, a slng!e•membet LLC that= Is disn,garded from !he owner shOuld check the appropriate bo1t lot the tax classiflcallon ot Its owner.·u D Other (see lnstructiQna) ► �,.,_,,_autsldt..,_11.S) & 5 Address (number. slteel, and ept. or suite no.) See lnstructlona. Requester's name and address (opllonaU U) I 1999 BRYAN STREET u City, state , 11nd ZIP c;Qde DALLAS, TX 75201 7 Lisi account numbefta) here (optlonaU .Tax1>aver Identification Number mM I Social MCUrity number I Enter you� TIN In the app_rop�te box. The TIN provided must match �e name given on ine 1 to avoidbackup w1lhholdlng, For individuals, this i5 generally your social security numbw {SSN), However, for a resident alien, sole proprietor, or disregarded entity, see the Instructions for Part I, later. For other entities, it is your employer ldentlflcation number (ElN). If you do not have a number, see How to get a TIN, later. ITlJ -DJ -I I I I I or Note: lf the account is In more than one !lame, ,ee the instF\lclions f0t line 1. Also see What Nama snd Number To Give the Requester for guidelines on whose number to enter. I Employer 1c1entlfloet1on nw'1bor Certiflcatton Under penaltiel> of perjury, I certify that: 1.The number shown on this form Is my correct taxpayet Identification number (or I am wafting for a number to be Issued to me): and2.I am not subjoct to backup wlthholdin9 because: (a) l am exempt from backup withholding, or (b) I have not been notified by the lntema1 RevenueService (IRS) that I am subject to backup withhOldlng as a result of a failure to report all Interest or dividends, or (c) the IRS has notified me that I amno longer subject to backup withholding; and 3. I am a U.S. citizen or other U.S. person (defined below): and 4. The FATCA code(s) entered on this fonn �f any) Indicating that 1 am exempt from FATCA reporting la correct. Certification Instructions. You must cross out Item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have faffed to report all interest and dividends on your tax retum. For real estate transactions, item 2 does not apply, For mortgage Interest paid, acquisition or abandonment of secured property, canceUatlon of debt, contributions to an individual retirement arrangement (IRA), and generally, payments other than interest and di ou are not required to sign the certification, but you must provide your cooect TIN. See the lnstructlons for Part 11, later. ns tntemal Revenue Code unless otherwise Futu,. developments. For the latest inlonnatlon about developments related to Fonn W-9 and ils Instructions, such as legislation enacted after they were published, go to www.lrs.gov/FormW9. Purpose of Form An individual or entity (Form W-9 requester) who is required to file an Information retum with the IRS must obtain your correct taxpayer ldentlflcation number {TIN) which may be your social security number ($SN), Individual taitpayer identlflcation number (ITIN), adoption ta11payer ldentificatlon number {ATIN), or employer idemllication nulllQeT {EIN}. to report on an Information return the amount i:,ald to you, or other amount reportable on an Information retum. Examples of information returns include, but are not fimlted to, the following. •Form 1099-INT finterest eamed or paid} Cat. No. 10231X June 28, 2021 •Form 1099-DIV (dividends, including those frcm stocks or mutualfunds) • Form 1099•MISC (various types of Income, priles, awards, or grossproceeds) •Form 1099·8 (stock or mutual fund :.ales and certain othertransactions by brokers) • Fonn 1099-S (proceeds from real estate transactions} • Form 1099-K (merchant card and third party network transactions) •Form 1098 (home mortgage Interest), 1098-E (student loan Interest),1 09S. T (tuition) • Form 1099-C (canceled debt) • Fom, � 099-A (acquisition or abandonment ol secured property) Use Form W•9 onlv if vou are a U.S. person Qncluding a residentalien). to provide your c:otrect TIN. If you do not tetum Form W-9 to the requester with a TIN, you mightbe subject to backup withholding. See What is backup withholding, later. Form W�9 (Rev. 10-201&) Addenda Well 15Well 16Well 37Well 14Well 13Well 12Well 11 Addendum 1 Date: July 5, 2022 From: Leeann Charles, Procurement Strategist To: Interested Bidders Subject: Addendum #1, 22-8011 Design Services Wilson Blvd Well House & Infrastructure Improvements The following changes are made to the above-mentioned Collier County solicitation: Change. Extend the Q & A deadline and Bid due date. QUESTION & ANSWER DEADLINE: July 5, 2022 AT 5:00 PM July 12, 2022 AT 5:00 PM OPENING DAY/DATE/TIME: July 12, 2022 AT 3:00 PM July 26, 2022 AT 3:00 PM If you require additional information, please post a question on our BidSync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature) Date (Name of Firm) Email: Leeann.Charles@colliercountyfl.gov Telephone: (239) 252-4270 Jacobs Engineering Group Inc. July 26, 2022Ellen B. Patterson, Vice President Addendum 2 Date: July 26, 2022 From: Leeann Charles, Procurement Strategist To: Interested Bidders Subject: Addendum #2, 22-8011 Design Services Wilson Blvd Well House & Infrastructure Improvements The following changes are made to the above-mentioned Collier County solicitation: Change. Extend the Q & A deadline and Bid due date. QUESTION & ANSWER DEADLINE: Extend to August 2, 2022 AT 5:00 PM OPENING DAY/DATE/TIME: July26, 2022 AT 3:00 PM August 9, 2022 AT 3:00 PM If you require additional information, please post a question on our BidSync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature) Date (Name of Firm) Email: Leeann.Charles@colliercountyfl.gov Telephone: (239) 252-4270 Ellen B. Patterson, Vice President August 9, 2022 Jacobs Engineering Group Inc. Addendum 3 Date: August 9, 2022 From: Leeann Charles, Procurement Strategist To: Interested Bidders Subject: Addendum #3, 22-8011 Design Services Wilson Blvd Well House & Infrastructure Improvements The following clarifications are issued as an addendum: Change 1. Extend the Q & A deadline and Bid Due Date. QUESTION & ANSWER DEADLINE: August 2, 2022 AT 5:00 PM to August 16, 2022 at 5:00PM OPENING DAY/DATE/TIME: August 9, 2022 AT 3:00 PM to August 23, 2022 at 3:00 PM Change 2. Removed: Required Forms Revised 112021.docx Added: Required Forms _042122 If you require additional information, please post a question on our BidSync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature) Date (Name of Firm) Email: Leeann.Charles@colliercountyfl.gov Telephone: (239) 252-4270 Jacobs Engineering Group Inc. August 23, 2022Ellen B. Patterson, Vice President Addendum 4 Date: August 23, 2022 From: Leeann Charles, Procurement Strategist To: Interested Bidders Subject: Addendum #4, 22-8011 Design Services Wilson Blvd Well House & Infrastructure Improvements 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: Extend Q & A deadline and Bid Open Date. QUESTION & ANSWER DEADLINE: August 16, 2022 AT 5:00 PM to August 30, 2022 at 5:00 PM OPENING DAY/DATE/TIME: August ,23 2022 AT 3:00 PM to September 8, 2022 at 3:00PM If you require additional information, please post a question on our BidSync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature) Date (Name of Firm) Email: Leeann.Charles@colliercountyfl.gov Telephone: (239) 252-4270 Jacobs Engineering Group Inc. Ellen B. Patterson, Vice President September 08, 2022 Resumes Well 15Well 16Well 37Well 14Well 13Well 12Well 11 Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES Diana Francois, PE Project Manager Licenses PE Education ME, BS, Civil Engineering Years of Experience 17 Diana is experienced in project management, design, and hydraulic modeling of pipelines and pump stations. She is skilled in water and wastewater conveyance, including transmission projects where she designed and prepared construction plans and specifications. Diana’s experience also includes providing a full range of construction management services for pipeline projects. Relevant Experience RO Water Treatment Plant Expansion, Bonita Springs Utilities, FL Deputy Project Manager. For the design and construction of 12 new Upper Floridan raw water wellheads in Bonita Springs, Fl. The project includes a 4- MGD expansion of an existing Reverse Osmosis Water Treatment Plant through design-build delivery. The WTP expansion includes new sand strainers, flow meter, 2 new RO Trains, a clearwell, bitowers, a degasifier and new yard piping. Water Reclamation Facility Reject Piping Improvements, Lee County Utilities, Fort Myers Beach, FL. Project Manager. For the design, permitting and limited services during construction services related to piping improvements at the Fort Myers Beach Water Reclamation Facility Percolation Pond site. Services included reviewing existing site conditions and designing improvements to allow for the isolation of ponds to be used for reject water from percolation ponds. North Collier Regional Water Treatment Plant Variable TDS Reverse Osmosis Conceptual Design, Collier County, FL. Deputy Project Manager. Deputy Project Manager for the condition assessment and capacity analysis for the existing 8-mgd brackish reverse osmosis(RO) system installed in 1999. This project was prompted due to recent changes in well salinity near the water treatment plant. Services included reviewing operational data, design drawings, operation manuals and past studies, running projections using available membrane projection softwares to determine operating limits of the existing system and presenting different alternatives to treat higher salinity water. West High Service Pump Station Design, South Water Treatment Plant, Marco Island, FL. Project Manager. Project Manager for the replacement of an existing high service pump station at the City’s South Water Treatment Plant with a new 9.5-mgd high service pump Station due to an increase in water demand and changes in hydraulic conditions. Services included reviewing site conditions, developing a Schematic Design Report and Contract Drawings and Specifications for bid. Engineering Design Services, Installation of 4.5 Miles of New 54-inch Diameter Force Main and Rehabilitation of 2.5 Miles of Existing 54- inch Diameter Force Main, MDWASD, FL. Project Manager. Project Manager and Engineering of Record for the development of a Basis of Design Technical Memorandum, Corridor Analysis, Route Analysis, project specifications and drawings for 4.5 Miles of New 54- inch Diameter Force Main and the Rehabilitation of 2.5 Miles of Existing 54- inch Diameter Force Main. Responsibilities also included reviewing and responding to Requests for Information, shop drawings and other construction related documents as well as assistance during the construction phase of the project. Conceptual Design for the South District Transmission and Pumping System Improvements, Ocean Outfall Legislation Program, MDWASD, FL. Project Manager. Project Manager for the Conceptual Design of 8 miles of large diameter force mains ranging from 36 to 60 inches. The project included performing a hydraulic analysis to confirm the correct sizing for the force mains, a route analysis to determine the least disruptive routes through highly trafficked areas of Southwest Miami Dade County ,selecting the pipe material, valves and determining permitting requirements. Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES South District Wastewater Treatment Plant Stormwater Master Plan, Stormwater Pollution Prevention Plan Update and Environmental Resource Permit Modification, Miami‐Dade Water and Sewer Department (MDWASD), FL. Project Manager. Project Manager for the development of a Stormwater Master Plan for Miami Dade County’s 112 MGD South District Wastewater Treatment Plant to support an Environmental Resource Permit modification to account for new projects. Responsibilities include continuously monitoring and reporting on the progress, schedule and financial performance of the project. Responsibilities also include ensuring that the Jacobs and subconsultant teams were coordinated to ensure that all deliverables produced by the subconsultants were reviewed and submitted to MDWASD according to the approved scope, budget and schedule. North District Wastewater Treatment Plant Outfall Capacity Evaluation, Ocean Outfall Legislation Program, MDWASD, FL. Project Manager. Project Manager for the evaluation of Miami Dade County’s North District Wastewater Treatment Plant’s Outfall capacity. The project included reviewing record drawings and hydraulic documents for the plant’s conveyance system, testing the outfall pumps and piping system to develop a system curve and performing a hydraulic analysis to determine the actual capacity of the outfall. Water and Wastewater Master Plan Development, City of North Miami Beach Public Utilities Department, FL. Lead Modeler. Responsibilities included developing water demand and wastewater flow projections, developing and calibrating a water distribution system model using InfoWater and a wastewater collection system model using InfoSWMM and finally providing capital improvements required to address system limitations. Sewage Pump Station 691 and Sewage Pump Station 692 Condition Assessment and Basis of Design Report, MDWASD, FL. Project Engineer. Project Manager for the condition assessment of the mechanical components of Pump Station 691 and Pump Station 692 which have a firm capacity of 16 MGD and 30 MGD respectively, writing the process mechanical section of the Conceptual Design Technical Memorandum and the process mechanical section of the Basis of Design Report for both Sewage Pump Stations in coordination with a senior conveyance technologist. Responsibilities also included coordinating with the pump manufacturers to obtain pump curves and budgetary cost information for the two stations. Lift Station #7 Improvements, City of Cooper City, FL. Project Manager. Responsibilities included monitoring project schedule and budget, developing monthly invoice narratives, coordinating between the Jacobs Gainesville Office staff for numerous disciplines, the design‐build group and Cooper City staff, performing design calculations to size the pumps, wet well and the valve vault, assembling Broward County Permit application package, coordinating with Broward County Staff to ultimately deliver Bid Documents to Cooper City and finally signing and sealing the project drawings and specifications. Seminole Indian Hollywood Reservation Water and Sewer Master Plan, Seminole Tribe of Florida (STOF). Task Lead. Responsibilities included monitoring project schedule and budget, providing biweekly project reports and coordinating between Jacobs and STOF Staff. Responsibilities also included developing a collection system hydraulic model using InfoSWMM, a water distribution system model using InfoWater and documenting model results. Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES Bill Gramer, PE, AICP Deputy Project Manager License PE; AICP Education BS, Civil Engineering Years of Experience 35 Bill has expertise in project management, roadway/transit studies and design, bicycle and pedestrian plans (designed more than 100 miles of sidewalks/pathways/bicycle lanes), design-build criteria packages, underground utility design/relocations, PD&E studies, and community outreach. He has manage or coordinated 45 different general service contracts for clients throughout Florida, including Collier County. Relevant Experience Wilson Boulevard Widening Corridor Study, Collier County, FL. Project Manager. Jacobs conducted a study to evaluate potential roadway corridor improvements to widen Wilson Boulevard from Golden Gate Boulevard to Immokalee Road in northern Collier County. Specifically, the study evaluated widening Wilson Boulevard from a two-lane undivided facility to a four-lane divided roadway with curb and gutter. This study included the development of alternatives, a comparative evaluation of the social and environmental effects, and the overall cost of each option. The project also included the addition of sidewalks, a shared-use path, and bike lanes, as well as enhancing the existing bus stops. Tree Farm Road Phase II Design, Collier County, FL. Project Manager. Managed the design for the half-mile segment of Tree Farm Road. This two-lane roadway section links four roadways with a new roundabout. The project consists of a new two- lane new roadway with sidewalks, pathways, bike lanes and a new roundabout. The project included water main and force main design and permitting. The project used three adjacent development ponds for stormwater treatment and attenuation. Vanderbilt Beach Road Extension Design, Collier County, FL. Project Manager. Managing the design of a new 7-mile, six-lane roadway from Collier Boulevard to 16th St. NE. Responsibilities included providing public involvement, roadway design, drainage, permitting, maintenance of traffic, structural design, environmental surveys, traffic, noise, aesthetics, survey, geotechnical, access management, and utility services. Collier-Immokalee Intersection Improvements Design, Collier County, FL Project Manager. Responsible for managing the intersection improvements to the Immokalee Road and Collier Boulevard Intersection, which will provide additional capacity to the intersection and extend Collier Blvd. north approximately one-half mile. The intersection improvements were planned and designed to accommodate a future SPUI at this intersection. Services included roadway alternatives analysis, roadway design, drainage design, sidewalks, bike lanes, pathways, canal relocation, pre-fabricated bridge crossing of canal, box culvert extension, signalization, lighting, utility design, and coordination with FPL for relocation of transmission and distribution lines and permitting. Collier Boulevard III – Phase I (Golden Gate Boulevard to Green Boulevard) Design, Collier County, FL. Project Manager. Managed the widening of 2 miles of the existing four-lane, urban, divided roadway. Responsibilities included managing a multi-firm team in providing public involvement, roadway design, drainage, permitting, maintenance of traffic, structural design, environmental surveys, traffic, noise, aesthetics, survey, geotechnical, access management, and utility services. Collier Boulevard III – Phase II (Golden Gate Canal to Green Boulevard) Design, Collier County, FL. Project Manager. Managed the widening of 2 miles of the existing four-lane, urban, divided roadway. Responsibilities included managing a multi-firm team in providing public involvement, roadway design, drainage, permitting, maintenance of traffic, structural design, environmental surveys, traffic, noise, aesthetics, survey, geotechnical, access management, and utility services. Collier Boulevard II (US 41 to Davis Boulevard) Design, Collier County, FL. Project Manager/Coordinator. Coordinated/Managed this design project, which involved roadway capacity improvements to a 7-mile segment from US 41 to Davis Boulevard. Jacobs provided design plans and specifications for Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES widening the existing four-lane roadway to a six-lane facility, including four major intersections. (Permits: SFWMD, USACE FDEP.) Oil Well Road Widening and Reconstruction, Collier County, FL. Project Coordinator. Coordinated the design and permitting for the widening and reconstruction of 11.1 miles of Oil Well Road. The project scope included widening a two-lane rural section to a four lane and six lane urban section. The project included extensive public involvement due to impacts to environmentally sensitive areas as well as heavily developed sections of the corridor. The permitting effort included drainage and environmental impacts as well as wildlife crossings for endangered species such as the Florida Panther. Our team provided a Bridge Design Report, design, and plans for three bridge replacements, two box culvert extensions, and miscellaneous structures. Collier Boulevard I (Golden Gate Boulevard to Immokalee Road) Design, Collier County, FL. Project Manager. Managed the Collier Boulevard (CR 951) project that involved widening three miles of the existing two-lane roadway to a six-lane, urban divided roadway from Golden Gate Boulevard to Immokalee Road. Responsibilities included public involvement, roadway design, drainage, permitting, maintenance of traffic, structural design, environmental impacts, traffic, noise, aesthetics, survey, geotechnical, access management, and utility services. (Permits: SFWMD, ACOE FDEP.) Vanderbilt Beach Road (Airport-Pulling Road to Collier Boulevard) Design, Collier County, FL. Project Manager. Managed the widening of 5.5 miles of the existing two-lane roadway to a six-lane, urban divided roadway. The project required extensive attention to public concerns regarding local access, circulation, traffic demands, impacts to businesses and residential areas, and aesthetics. Immokalee Road (Collier Boulevard to 43rd Avenue NE) Design, Collier County, FL. Project Manager. Managed this design project that involved the 8.1-mile widening of Immokalee Road from two to six lanes. Services provided for this project included complete roadway design, permitting services, drainage design, wetland mitigation, water and force main design, signal design, roadway lighting, traffic studies, and services during construction. Pine Ridge Road (Airport- Pulling Road to Logan Boulevard) Design, Collier County, FL. Project Manager. Managed this design project involving widening Pine Ridge Road from four to six lanes converting the existing rural section to an urban section. The 3.3-mile project included widening Pine Ridge Road through the I-75 interchange. One unique aspect of the project was the redesign of the northbound on- and off-ramps to accommodate dual left-turn lanes. Golden Gate City Walkable Community Study, Collier MPO, Collier County, FL. Senior Advisor. Study was to develop a prioritized list of sidewalk and pedestrian amenity projects that would promote and enhance walkability, bicycle use, transit use, and social equity throughout the community. The study utilized field data collection, community engagement, quantitative and qualitative technical analyses, and best practices to develop and validate prioritized recommendations for a more walkable, safer, and healthier community. When implemented, the recommendations will result in a community where mobility options, safety, social engagement, and a “sense of place” are the foundation of the neighborhood. Tiger Grant Application – Immokalee Complete Streets, Collier County Planning, Collier County, FL. Project Manager. Responsible for preparing the grant application for the Immokalee Complete Street Grant Project, which included preparation of grant application, exhibits, estimates, benefit-cost analysis, and all required documentation. Project was successful and resulted in a $13,132,691 Grant. Golden Gate Collector Sidewalks and Sunshine Blvd. Sidewalks and Pedestrian Bridge LAP Projects, Collier County, FL. Engineer of Record. This project included the design and preparation of final design documents for constructing a 6-foot sidewalk on the south side of Golden Gate Parkway, approximately 950 LF, as well as the construction of approximately 5,175 feet. Additional project elements included coordination with the County, preparation of quantities and engineers estimate of cost, utility coordination, and post design services. Designed in accordance with current FDOT Manual of Uniform Minimum Standards (also known as the “Florida Green Book” criteria.) Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES Erik Jorgensen, PE, NCEES Technical Advisor – Water Mains License Prof. Engineer, FL; NCEES Education MS, BS, Chemical Eng. Years of Experience 25 Erik’s experience includes extensive planning, preliminary and detailed design, feasibility studies, permitting, and construction as well as studies for process confirmation and implementation of new technologies. He has worked on potable water supply, treatment and distribution systems; wastewater collection, treatment, and reclamation systems; process identification; and assessment. Relevant Experience North County Regional Water Treatment Plant Raw Feed Line Evaluation, Collier County, FL. Senior Project Manager/Senior Project Engineer. North County Regional Water Treatment Plant Nano Feed Pump Rehabilitation, Collier County, FL. Senior Project Manager/Senior Project Engineer. Annual Engineering Report, Bonita Springs Utilities, FL. Senior Project Manager/Senior Project Engineer. Preparation of annual report. East and West WRF Feasibility Study, Bonita Springs Utilities, FL. Senior Project Manager/Senior Project Engineer. Study on implementing Advanced Wastewater Treatment processes. Nutrient Evaluation, Water and Wastewater, City of Marco Island, FL. Senior Project Manager/Senior Project Engineer. Review of expert report, development of water treatment criteria, development of wastewater treatment plant conceptual upgrades. Agency Construction Projects Standards, The Villages, FL. Project Engineer. Development of standard specifications, standard details, and construction notes for agency construction projects. Temecula Valley Regional Water Reclamation Facility (TVRWRF) 23- MGD Expansion Project, Eastern Municipal Water District, TX. Project Manager. Design, construction, startup of a 5-million-gallon-per-day (MGD) wastewater treatment capacity expansion including medication/expansion of an existing headworks, installation of Vulcan screening washer/compactor, enclosed screw conveyers, new primary treatment, fine screens, a new secondary treatment aeration basin, new process air blowers, a 5-MGD membrane bioreactor (MBR), a new chlorine contact basin, conversion of disinfectant chemical from liquid chlorine stored in 30-ton vessels to sodium hypochlorite, electrification of Tertiary Effluent Pumps (TEPS), installation of a 90-foot digester, digester gas drying equipment, and a digester gas compression system. The project also repowered the entire facility by switching from two 12-kV service lines on separate meters to a new single 33-kV service line. Responsibilities included all aspects of project design and delivery as well as project authorization by the EMWD management and Board. Project challenges included negotiating asset transfers and a closed transition interconnect agreement (momentary parallel/non-export) with the electric utility. Regional Wastewater Reclamation Facilities Master Plan, Eastern Municipal Water District, TX. Project Manager. This project addressed the growth impacts on projected increases in daily sewer influent on four RWRFs. The planning effort also addressed water conservation effects including strengthening concentrations of biochemical oxygen demand (BOD), ammonia, and total suspended solids (TSS). Biowin models were developed for each of the four RWRFs to project treatment expansion needs over the planning period. For each RWRF a list of improvement projects, estimated capital cost for each project, and anticipated need-by date was developed for three separate growth projections – slow, moderate, and rapid growth rates. Responsibilities included coordinating information and data exchange between planning efforts, facilitating project meetings participated by Operations, Finance, Environmental & Regulatory Compliance, and the management team as well as consolidating the planning efforts findings into a usable and relatable document. Project challenges included assisting participants with understanding the impacts of conservation on wastewater treatment and planning as well as using the RWRF modeling approach to develop incremental projects addressing individual improvement triggers thereby delaying major facility expansions and associated costs. Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES Tom Farkas, PG Wells Technical Advisor License Prof. Geologist, FL Education MS, Hydrogeology; BA Years of Experience 33 Tom’s experience includes oversight of more than 100 projects which have included public groundwater supply planning, permitting, and development; Underground Injection Control Wells including aquifer storage and recovery, aquifer recharge, and deep injection well. He is skilled in test well design and construction permitting, construction phase management, testing and analysis, operational permitting, mechanical integrity testing and well rehabilitation. Relevant Experience Construction of Five Upper Floridan Aquifer RO Production Wells, Bonita Springs Utilities, FL. Project Manager/Senior Hydrogeologist. Managed the construction and testing of five, 14-inch-diameter reverse osmosis production wells capable of producing up to 2 mgd from brackish Upper Floridan aquifer up to 1100 feet deep. Well Rehabilitation of 8 East Terry Street Wells (Sandstone Aquifer) and 2 Upper Floridan Aquifer Production Wells, Bonita Springs Utilities, FL Project Manager/Senior Hydrogeologist. Managed the well rehabilitation of 10 production wells including 2 Upper Floridan aquifer wells to 1,100 feet depth. Well rehabilitation program consisted of injecting 32% HCL acid (ranging from 500 to 5000 gallons), well development, pump testing, post acid geophysical logging and final well disinfection. Increases in post-acid well specific capacity ranged from 100% to 400% of pre-acid capacity. Green Meadows RO / Ion Exchange (IX) Water Treatment Plant and Wellfield, FL. Senior Hydrogeologist. The Green Meadows Water Treatment Plant treats water from multiple aquifers using the latest, large-scale treatment technologies. The WTP is fed by 34 wells from three aquifers: surficial, Sandstone, and brackish water from eight new Floridan aquifer wells. The project included eight new UFA supply wells, Class I industrial deep injection well and monitor well system, 5-mile wellfield roadway improvements including elevation and paving, raw water transmission mains, fresh water supply wellhead improvements, pre- and post-water treatment systems new administrative and process buildings, roadways and site improvements The project began with Jacobs completing two full-scale test UFA wells to pilot test the RO and IX systems and to confirm water quality and aquifer characteristics to update the County’s groundwater flow model. The model was used to support a new county-wide water use permit. Fort Myers Beach & Fiesta Village Class V Reclaimed Water ASR Well System; Lee County, Fort Myers, FL. Project Manager/Senior Hydrogeologist. Project involves the feasibility study, permitting, design, construction management and testing of a Class V reclaimed water ASR well system located. The RWASR well feasibility study completed in 2017 confirmed the need for 3 ASR wells to provide up to 3 mgd of storage capacity using the Upper Floridan Aquifer system. Test well construction permitting through FDEP was completed in 2018, which included a Variance from Rule 62-610 for select primary drinking water standards. Construction of the ASR test well system was completed in 2019. North Lee County Water Treatment Plan Deep Injection Well II, Lee County, Fort Myers, FL Senior Hydrogeologist. Project involves construction and testing of Class I industrial tubing and packer deep injection well for disposal of reject brine from reverse osmosis water treatment plant. Proposed injection well has a targeted disposal capacity of 5 mgd and will be completed to a depth of approximately 3,000 feet. Bee Ridge Class V Recharge Well Project, Sarasota County, FL. Project Manager. Phase I involved permitting, design and construction of a 4,500 feet deep exploratory well to investigate suitability of Lower Floridan Aquifer for a Class V Aquifer Recharge Well utilizing treated effluent from the Bee Ridge Water Reclamation Facility. Phase II includes permitting, design, construction and testing of 2 Floridan Aquifer Recharge Wells. FDEP Class V Recharge Well Permit application was issued in November 2017. Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES Niel Postlethwait, PE Construction Technical Advisor License Prof. Engineer, FL Education MS, BS Env. Engineering Years of Experience 20 Niel brings to this project broad experience in both engineering and construction projects. He is adept at managing teams through multiple alternative delivery options, including CMAR, Design-Build, and Progressive Design-Build. As both a construction manager and engineer, Niel understands the importance of integrating design engineers and contractors early in the process to ensure that the construction proceeds quickly with no unforeseen delays. Relevant Experience Manatee County SWWRF MLE Nitrogen Removal and Digester Modification, Manatee County, FL. Project Manager/Construction & Bid Oversight. Provided project management and oversight services for the bid phase and construction services for process modifications to the existing SWWRF. Bid phase services included assistance with developing multiple procurement package documents and successful integration with the County’s Purchasing Department. Construction services included project management, oversight of contractor work, connections and schedule, equipment startup and commission, and assisting County and contractor with solutions to maintain facility operations. Manatee County Southwest Water Reclamation Facility (SWWRF) Filter Rehabilitation, Manatee County, FL. Project Manager/Construction & Bid Oversight. Jacobs prepared design and construction contract documents and construction oversight for design (mechanical, structural, and electrical modifications), bid phase, and services during construction to modify the existing SWWRF ABW Filters. Bid phase and construction services include response to bidder questions, submittal review, RFI and change management, and on-site inspection. (Design and SDC Fee $125K) UCAP Sulphur Springs Upper/Lower Weir and PS PDB, City of Tampa, FL Deputy Program Manager for this major utility infrastructure rehabilitation and replacement program for the City of Tampa. Responsible for multiple projects under the program and led design coordination and planning, design and delivery schedule, design reviews, maintenance and updates of specifications, standard details, design standards, and assistance during construction. Niel’s UCAP projects include 12th Street Force Main Replacement, Contribution in Aid of Construction (CIAC) Water Transmission Main, Sulphur Springs Pump Station, and Donut Pond Pump Station. Surface WTP CMAR, City of Sugar Land, TX. Assistant Project Manager/Quality Manager. CMAR delivery for state-of-the- art 9-mgd surface WTP. Specialty process units included pump stations, flocculation/ sedimentation, filtration low pressure membranes, granular activated carbon (GAC), disinfection, and clearwell mixing. Niel’s CMAR quality lead responsibilities included coordination of the quality program, soliciting competitive bids for construction subcontracts and procurement of equipment purchase orders, and managing site staff and subcontractors. Coordination with the designer and early development of procurement log and decision matrix during preconstruction of the Sugar Land surface WTP provided great value to the City. Equipment decisions were based on best value included life cycle, maintenance, and service factors, and project decision matrix developed during the design detailed impacts to scope, design, and construction costs and schedule throughout the pre-construction period. WTP Wellfield Expansion and Process Improvements, Fort Myers, FL Process Engineer. Involved in mechanical process design for the 5.0 mgd wellfield expansion. This project involved sizing 36-inch and 24-inch raw water transmission mains, wellhead facilities, and sand strainer. East Water Reclamation Facility (WRF) MBR Treatment Facility, Bonita Springs Utilities Inc., Bonita Springs, FL Resident Engineer. Construction of a 4.0 mgd membrane bioreactor wastewater treatment plant. Mr. Postlethwait is responsible for change management, submittal review, quality control, and providing excellent service to contractor with varying demand/needs. Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES Marcel Dulay, PhD, PE Hydraulic Modeling License Professional Engineer, FL Education PhD, Public Policy, MS, BS Years of Experience 26 Dr. Dulay is a drainage engineer with a focus on the conveyance, attenuation, and treatment of stormwater runoff for highways. He has particular experience in planning and design services with a focus on system modeling and data analytics. Marcel has modeled bridge culverts, bridges, and drainage systems. With over 26 years of experience, he has authored over 40 studies/designs. Relevant Experience Vanderbilt Beach Road Extension, FDOT, Collier County, FL. Lead Hydraulic Engineer. Developed the BHR for the bridges, as required to document the hydraulic performance for the proposed structures. He performed hydraulic and scour analysis, which include bridge deck drainage, spread flow width calculations, and abutment protection. He prepared a Bridge Hydraulic Recommendation Sheet (BHRS) in accordance with the FDOT, SFWMD, and the Collier County Land Development Code. SR-93/ I-75 improvements, FDOT, FL. Lead Hydraulic Engineer. Developed the BHR for the two ramp bridges, as required to document the hydraulic performance for the proposed structures. He performed hydraulic and scour analysis. He prepared a Bridge Hydraulic Recommendation Sheet (BHRS) in accordance with the FDOT Code. Clay County Utility Water Distribution Guidance, JEA, Jacksonville, FL. Hydraulic Modeler. Develop a guidance and protocol document to optimize reclaimed water distribution. Responsible for leading the team to analyze historical data and calibrate an InfoWorks model. The goal is to determine how operators should manage the system of pumps, valves, and tanks to provide the maximum amount of reclaimed water to customers. Southside Integrated Pipeline System, JEA, Jacksonville, FL Hydraulic Modeler. Develop a pipeline design to transfer treated water from the main treatment facility to the southern part of the service area to make up for a deficit in meeting future demand from permitted well capacity. Responsible for developing a WS Pro InfoWorks model to evaluate the performance of the proposed design against acceptable operating parameters. Looked at numerous scenarios to evaluate possible operating conditions and configurations. SR 9B from I-95 to US 1, FDOT, FL. Lead Hydraulic Engineer. Responsible for stormwater permitting and performing the hydraulic analysis for a Federal Emergency Management Agency no-rise condition for Durbin Creek for a bridge that will cross 3200 feet of floodplain. Also performed all the calculations for all cross-drains. Turnpike Widening (SR-91), Florida’s Turnpike Enterprise, FL. Lead Hydraulic Engineer. Developed the BHR for bridges over the L-30, E2- W, and E2-E canals, to document the hydraulic performance for the proposed structures. Performed hydraulic and scour analysis, which include bridge deck drainage, spread flow width calculations, and abutment protection. State Road 414 Expressway Extension PDES, Central Florida Expressway Authority, FL. Lead Hydraulic Engineer. Evaluated the impact of the project on Lake Bosse, which is in a FEMA floodplain. Prepared HEC-RAS model to show that the project would not produce an adverse impact on upstream properties, as well as showing that all FDOT clearances were satisfied. A1A (3rd Street) Drainage Improvements, FDOT, FL. Lead Hydraulic Engineer. Evaluated drainage improvement to decrease the depth, area, and duration of flooding. Responsible for building HEC-RAS 5.0 2D model to evaluate hundreds of alternatives that included pump stations, tides gates, channels, and box culverts. Lead hydraulic modeler for the channel and bridge BHRS. SR 9 (I-95) Widening, FDOT, FL. Lead Hydraulic Engineer. Responsible for drainage design, FEMA no-rise report, pond siting and environmental permits to the St. Johns River WMD and USACOE. Used GeoHECRAS 2D modeling for the most difficult culvert crossings. 1.866.367.4400 | www.johnsonengineering.com Equal Opportunity/Affirmative Action Employer Mark joined Johnson Engineering in 2004 and is the field crew supervisor for our surveying and mapping team. He brings 36 years of land surveying experience ranging from a rodman on a survey crew to the owner of a land surveying business, with an emphasis on construction surveying. Mark has worked extensively on construction sites and numerous boundary surveys ranging from one-quarter acre lots to ten-thousand-acre tracts. Relevant Experience ¬ Collier County GIS Database - Location with GPS of over 140 section corners throughout Collier County. ¬ Florida Southwestern College - The construction of a new basketball arena. ¬ Lee Health - The construction of a new hospital in Estero. ¬ Lee and Collier County Utilities - Numerous right-of-way surveys for the design or replacement of existing underground pipelines ranging from one-quarter mile to 10 miles ¬ Lee County Utilities - Right-of-way location and preparation of legal descriptions for waterlines and well fields over five miles long. ¬ Florida Power and Light - Right-of-way location and staking of power poles over 8 miles along US 17 in Arcadia. This was also revisited by Mark the day after the devastation of Hurricane Charley to help restore power to those in need. ¬ Caloosahatchee River - The resetting of United States Army Corps of Engineers monuments along the river right-of-way. mtexter@johnsoneng.com 239.219.7486 Years Experience 36 years Licensing & Registration Florida Professional Surveyor & Mapper, License No. LS6392 Education/Training Pennsylvania State University MARK TEXTER, PSM Surveying Services. SUE IVAN F. SOKOLIC, P.E. SENIOR GEOTECHNICAL ENGINEER ARDAMAN & ASSOCIATES, INC., FT. MYERS EDUCATION AASHTO Leadership Academy, 2013 M.S. Civil Engineering, University of South Florida, 2003 B.S. Civil Engineering, P. Universidad Catolica del Peru, 2000 REGISTRATION / PROFESSIONAL AFFILIATIONS Professional Engineer, Florida, No. 64114, 2006 Member, American Society of Civil Engineers Member, Florida Engineering Society EXPERIENCE Mr. Sokolic has more than 22 years of experience in management, design, and construction of engineering projects. He has held positions in the private and public sectors, including eight years with the Florida Department of Transportation (FDOT). He has extensive knowledge of transportation standards, concepts, practices, and procedures, as well as geotechnical engineering, pavement evaluation, materials testing, and construction engineering and inspection (CEI). His project experience includes foundation design recommendations and materials testing evaluation for industrial, commercial, and residential low to high-rise structures, transportation facilities, water and wastewater treatment facilities, park and recreation facilities, and mining activities. As Branch Manager of the Ft. Myers office, he supervises a team of engineers, scientists, technicians, inspectors, drillers, and administrative personnel. His responsibilities include determining and performing the scope of services for quality control/quality assurance, construction materials and testing, and geotechnical projects. Mr. Sokolic currently serves as Project Manager for FDOT, city, county, and continuing services agreements for geotechnical and materials testing services. 1.866.367.4400 | www.johnsonengineering.com Equal Opportunity/Affirmative Action Employer Serving as the firm’s director of the utilities market group, Mike has 24 years of experience on utility projects. His project experience includes master planning, hydraulic modeling, design of water distribution systems, wastewater collection systems, irrigation systems, and pumping facilities. Prior to joining Johnson Engineering, Mike worked for a local utility contractor which gave him a unique perspective of how the utilities he designs today come together in the field. With both utility design and construction experience, Mike has a comprehensive understanding of the entire utility development process from planning to design, to permitting through construction. He knows how to develop a design that works both in theory and in practice. Relevant Experience ¬ Northeast Service Area WWTP, IQ & Potable Booster Pump Stations, Collier County Utilities - Johnson Engineering is a member of a design-build team that is constructing an interim wastewater treatment plant (WWTP), potable water pumping and storage facilities, irrigation water facilities, and pipeline infrastructure for Collier County. The interim WWTP will have a capacity of 1.5 MGD and will serve Collier County’s Northeast Service Area. Johnson Engineering’s role in the project includes surveying, site development plans, pipeline design, electrical design, development of a groundwater monitoring plan, and permitting assistance. The project is expected to be completed in 2021 at a cost of approximately $75 million. ¬ 91st & 92nd Street Water Main Replacement, Collier County - This project consisted of the replacement of approximately 10,000 linear feet of 12” and 8” water main in Collier County along 91st and 92nd street located within the Naples Park area. Key design elements included identifying an alignment within congested rights of way that would accomplish project goals while minimizing impacts to the existing residents and allow the existing asbestos cement water main to remain in service during construction. Design also included provisions to remove the entire AC water main once the new system was in service. Johnson provided the survey, design, permitting and bidding service for this project. ¬ Vanderbilt Cul-de-Sacs Water Main Replacement, Collier County - This project consisted of the replacement of approximately 16,000 linear feet of 8” and 4” water main in Collier County along Vanderbilt Drive and finger streets between Vanderbilt Beach Road and Immokalee Road. Key design elements included identifying an alignment within congested rights of way that would accomplish project goals while minimizing impacts to the existing residents and allow the existing asbestos cement water main to remain in service during construction. Design also included provisions to remove the entire AC water main once the new system was in service. Johnson provided the survey, design, permitting and bidding service for this project. ¬ Field Data Collection for Collier County - This project consists of providing ongoing services for Collier County to determine wastewater system pressure and flow conditions. Work includes installing pressure transducers at various locations on the force main system to record pressure and installing low pressure data collectors in lift station wet wells to monitor water levels over an extended period of time. Using known geometry of wet well and SCADA information provided by Collier County, flow rates can be determined along with corresponding pressures. Essentially, this is similar to performing multiple pumps downs over an extended period of time and allows for a higher level of confidence in comparison to a single pump down performed one moment in time. This information can be used to determine force main connection head, force main system and lift station deficiencies and potential for I/I in the wastewater collection system. ¬ Heritage Bay Master Pump Station for the Collier County - This project consisted of designing a Master Pumps Station capable of conveying a peak flow of approximately 2,700 gpm from the Heritage Bay development and to serve as a re-pump for various stations along the CR 951 corridor in Collier County. ¬ South Conveyance 30” Water Main, Lee County - This project included the design and permitting of 13,000 linear feet of pipeline. This project required FDOT permitting to cross I-75. Multiple design alternatives including directional drilling were prepared before deciding on a jack and bore crossing for I-75. MICHAEL DICKEY, PE Director of Utility Services mdickey@johnsoneng.com 239.461.2455 Years Experience 25 years Education/Training B.S. Civil Engineering (1997), University of South Florida Licensing & Registration Florida Professional Engineer, License No. 60057 Professional Affiliations American Water Works Association Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES Darren Dyer, PE Preliminary & Final Design License Professional Engineer, FL Education BS, Civil; BS, Aerospace Years of Experience 14 Darren’s experience includes drainage design, environmental permitting, and plans production for infrastructure projects in South Florida. He is skilled in preliminary, final design and post-design, as well as design-build experience as owner’s representative. Darren has participated in construction administration activities, including site inspections, coordinating field changes, and construction closeout. Relevant Experience I-75 Alligator Alley Environmental Project, FDOT District 4, FL. Lead Drainage Engineer. Responsible for drainage engineering design and permitting services for the improvement of the existing I-75 Alligator Alley rest area in Broward County. The project scope included constructing educational amenities within the existing site, including a wetland exhibit. SR 710/Beeline Highway Widening, FDOT District 4, FL. Lead Drainage Engineer. Responsible for drainage engineering and analysis for a Major Strategic Intermodal System corridor project that involves the reconstruction of an existing two-lane facility to four-lane divided facility with concrete pavement and a new open drainage system with linear dry detention ponds (swales). Responsible for developing all conceptual and final design drainage deliverables, and obtaining all required environmental permit approvals, including a South Florida Water Management District Environmental Resource Permit and United States Army Corps of Engineers Section 404 Dredge and Fill Permit. I-75 Express Lanes, FDOT District 4, FL. Drainage Project Engineer. Responsible for the production of a Conceptual Drainage Report and obtaining the South Florida Water Management District. I-595 Corridor Design Consultant, FDOT District 4, FL. Owner’s Representative; Drainage Project Engineer. Tasked with providing drainage and environmental permitting support during final design and construction by P3 Concessionaire. Responsible for drainage support, evaluation of drainage construction issues, and shop drawing reviews. I-95 (SR 9) at Gateway Boulevard Design, FDOT District 4, FL. Drainage Project Engineer. Design-bid-build project at the SR-9/Interstate 95 Gateway Boulevard Interchange and along Gateway Boulevard in the City of Boynton Beach in Palm Beach County. The purpose of the project is to widen, mill and resurface the existing SR 9/I- 95 at Gateway Boulevard interchange (Exit 59) to enhance operational capacity, reduce congestion, and increase safety. Responsible for the development of a drainage report, plans production, drainage calculations, and AdICPR model, as well as hydraulic grade line calculations and drainage construction plans using GeoPak Drainage. New Interchange I-95 at Oslo Road, FDOT District 4, FL. Drainage Project Engineer. A new interchange at the junction of Oslo Road/County Road 606 and I-95/SR-9 to provide additional capacity to accommodate future traffic needs. The proposed interchange will provide improved incident response time along I-95, improve regional connectivity and travel time for area travelers, provide an additional evacuation route for area residents, complement and facilitate the County’s planned vision for this area, and provide roadway improvements that are compatible with adjacent planning and construction projects. Responsible for environmental permit sketches and wetland impact summaries. Prepared SJRWMD wetland impact sketches and impact summary tables. Districtwide Drainage Studies and Environmental Permitting, FDOT District 4, FL. Drainage Project Engineer. Responsible for drainage engineering and analysis and permitting task work order contract that involves all aspects of drainage analysis, design, and permitting for projects throughout the District. 28 active or completed Task Work Orders, include the SR-A1A Manalapan Drainage Improvements, US-1 at Tanglewood Village, SR-808/Glades Road Drainage Study, I-95 Rest Areas Drainage Study, Broward County Mitigation Project, I-95 Rest Areas Push-Button Plans, SR-A1A Flap Gates, I-95/ I-595 Pond Armoring Push-Button Plans, CSX Railroad Ditch Drainage Improvements, and SR-A1A Lantana Drainage Improvements. Darren was responsible for the production of complete plans, specifications, estimates, and all permits/certifications. Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES Rick Gorsira Permitting License N/A Education BS, Zoology Years of Experience 39 Rick has extensive experience in water supply and reuse water recharge applications and Environmental Resource Permitting of projects. He has spent decades focusing on maintaining the Florida environment, including work in Southwest Florida. His specific knowledge of local conditions, trends, and regulations/regulators, as well as his long history of working together with our SW Florida team, will streamline any permitting services related to this project. Relevant Experience Water Use Permit Monitoring, Bonita Springs Utilities, FL. Project Manager. Monitored wetland habitat to assess the impact of water withdrawals of two wellfields as part of a Consumptive Use Permit. Led bi- annual assessment of vegetation and hydrologic response to operation of the wells located in the Tamiami aquifer. Uniform Mitigation Assessment Method assessments were performed on a bi-annual basis to determine the effects of wellfield operation during the dry and wet seasons. Successfully negotiated with the South Florida Water Management District to reduce monitoring requirements. City Wellfield Study, City of Fort Myers, FL. Project Scientist/Quality Control Analyst. Conducted a study for the City’s wellfield to assess operational effects of the shallow wells on the surrounding wetland communities and hydrology. This wellfield was augmented with surface water from the Caloosahatchee River, which was pumped to infiltration galleries within the wellfield. The wellfield operation has since been modified to deeper artesian/Floridan aquifer sources to accommodate the growing demand on the water supply. Monitoring demonstrated that augmentation of the wellfield has limited the extent of hydrological impact and has resulted in positive impacts on the forested wetlands within the wellfield. Paradise Run 50-mgd Aquifer and Recovery (ASR) Technology Demonstration Project, SFWMD, FL. Ecologist. Supervised ecological field site reconnaissance to support planning and conceptual design of the Paradise Run ASR Demonstration System, which is proposed as a 10-well, 50-mgd surface water storage facility on the Kissimmee River/C-38 just downstream of S-65E. Information was needed to assess potential ecological impacts on wetlands associated with the proposed constructed wetland system to serve as an initial pretreatment prior to water storage in the upper and middle Floridan aquifer in stacked ASR wells. Participated in field surveys designed to confirm presence of threatened and endangered wildlife species within the project site footprint. Stormwater Canal Sediment Removal Permitting, Pinellas County, FL. Project Manager. Provided permitting services for the removal of accumulated sediment in the stormwater outfall canals at 16 locations within the County. Ecological studies were conducted of the stormwater canals to assess impacts to wetlands, listed species, and water quality, especially receiving waters to assess impacts from proposed sediment removal. Developed innovative strategies for permitting which resulted in channel geometry improvements and slope stabilization to reduce sediment load and reduce future maintenance within these stormwater canals in Pinellas County. Crews Lake Natural Systems Restoration, Pasco County, FL. Lead Scientist. Prepared a plan of study for the Crews Lake Natural Systems Restoration project which will use hydrologically-altered wetlands in Crews Lake to receive Pasco County reclaimed water for storage of wet-weather flow as allowed under the Wetlands Application Rule, Ch. 62 611, FAC. Baseline monitoring requirements involved water and sediment quality, biological community composition, and hydrologic characterization for one year as required in the rule. NPDES Permitting, Englewood Water District, FL. Environmental Scientist. Coordinated and obtained a renewal of a NPDES permit for the emergency discharge of brine wastes of a reverse osmosis plant. Historical data review and performance data were critical components to obtain specific waivers established by the permitting agencies for issuance of the permit. Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES Rich Morrison, PE Site/Civil License Professional Engineer, FL Education BS, Civil Engineering Years of Experience 19 Rich’s experience includes the design of various types of sites including water and wastewater treatment facilities with a focus on the design of water distribution systems and wastewater collection and transmission systems. Rich is fluent in every component of site/civil design including site layout, grading, roadway design, stormwater conveyance and management, and water and wastewater utility design. Relevant Experience Braden Woods Lift Station Rehabilitation and New Force Mains, Manatee County, FL. Lead Civil Engineer. Project involved converting the existing Braden Woods Lift Station to a master lift station with improvements to increase the station’s reliability and operating efficiency. In addition, Jacobs is responsible for reconstructing and upgrading existing Lift Station 9A (LS 9A) with select improvements to increase the station’s operating efficiency and expected future capacity needs. Tasks include preliminary design, design development, permitting, bidding assistance, and engineering services during construction. Responsible for design and layout of the lift station site. Provided design for the force main and gravity sewer pipe design and led the FDEP permitting. Emergency Replacement of 42” Forcemain at Innisbrook, Pinellas County, FL. Lead Civil Engineer. Responsible for design of an emergency replacement of an existing 42” sanitary sewer force main. The project included temporary piping bypass, open cut installation of a portion of the new replacement 36” PVC force main, and cleaning of the existing failed 42” force main for sliplining with the new replacement 36” fusible PVC force main. North Terrace Gravity Sewer and 72nd Avenue Gravity Interceptor Upgrade, Pinellas County, FL. Civil Engineer. Hydraulic modeling was performed to confirm pipe design and inflow and infiltration characteristics within the metershed and provided design for the elimination of sewer backups occurring at the residential property. SWWRF Upgrades (CMAR) Design Services, City of St. Petersburg, FL. Civil Engineer. The work included construction documents, new injection wells and wellhead improvements, piping, temporary pump station, and connections. Design and construction included three (3) new injection and monitoring wells, and the following CAR packages. Package (1) upgraded 16- inch reclaimed water main wellhead infrastructure to 24-inch; package (2) temporary 22 MGD pump station using diesel driven skid mounted critically silenced centrifugal pump, and temporary HDPE piping to IW-4; package (3) offsite IW-6 temporary connection to 30-inch reclaimed water pipeline; package (4) update of 42-inch piping to IW-5 and reclaimed water loop. Ocala Wetland Groundwater Recharge Park, Ocala, FL Lead Civil Engineer. Responsible for the design of a reclaimed water treatment and infiltration wetland system (3 cells, 31 acres total). Design includes site layout, grading, yard piping. Royal Oaks Creek Stormwater Improvements, Tallahassee, FL Lead Civil Engineer. Responsible for hydrologic/hydraulic study of an urban creek watershed with several problem areas including erosion, structure flooding, and culvert overtopping. Included conceptual design alternative analysis. Killearn Chain of Lakes Hydrologic Study, Tallahassee, FL Lead Civil Engineer. Responsible for hydrologic/hydraulic study of large urban watershed and lake system. Included conceptual design alternative analysis. Tynes Reclaimed Water Pumping Facility, Clay County Utility Authority, FL Lead Civil Engineer. Design and permitting of a new reclaimed water pump station and ground storage tanks. Design includes site layout, grading, yard piping, and stormwater management. Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES Dave Nicholson, PE Electrical License Professional Engineer, FL Education BS, Electrical Engineering Years of Experience 23 Dave has expertise in water and wastewater treatment infrastructure design in Florida ranging from pump stations and headwork modification to new treatment facilities. He specializes in the electrical design of power distribution systems for water treatment, wastewater treatment, and solid waste facilities. Relevant Experience CIAC Pipeline Segment 2 Phase 1 Microtunnel Water Main Improvements, City of Tampa, FL. Electrical Engineer. This was a design build project for the City of Tampa. The project consisted of a 500-foot long tunnel under the Hillsborough River, which enabled pipeline installation without impacting the environment. Sending and receiving shafts were excavated on both sides of the river: one at Fortune Drive and Doyle Carlton Drive (Straz Center for the Performing Arts) and one at Cypress Street and Julian B. Lane Park (Tampa Preparatory Academy). The 36-inch pipeline under the river was housed in a 60-inch steel cased conduit. Responsibilities included electrical activities. City of St Pete SWWRF Upgrades (CMAR), City of St. Petersburg, FL Electrical Engineer. Design services for the City of St. Petersburg SWWRF Capacity Improvement CMAR (Haskell) delivery project. The work included new injection wells and wellhead improvements, piping, temporary pump station, and connections. Design and construction included three new injection and monitoring wells, and the following CMAR packages. Package (1)upgraded 16-inch reclaimed water main wellhead infrastructure to 24- inch; Package (2) temporary 22 mgd pump station using diesel driven skid mounted critically silenced centrifugal pump, and temporary HDPE piping to IW-4; Package (3) offsite IW-6 temporary connection to 30-inch reclaimed water pipeline; Package (4) update of 42-inch piping to IW-5 and reclaimed water loop. Responsibilities included electrical activities. Ave Maria Community District Irrigation Pump Stations No. 1 and No. 2 Design-Build, Ave Maria Utility Company, FL. Lead Electrical Engineer. Lead electrical engineer for design-build delivery of the two irrigation pump stations. Engineering Services for Water Supply, Treatment, Transmission and Distribution System Projects, Cocoa Beach, FL Lead Electrical Engineer. Project included the design of a 700,000 gallon in- ground concrete clearwell with concrete roof and internal concrete baffle walls, a 30 mgd transfer pump station building with 3 vertical turbine pumps and electrical room, yard piping improvements, and various electrical and instrumentation and control improvements. This project also included a diversion vault, modifications to the reject pond inlet pipe discharge; as well as structural, electrical, mechanical, instrumentation, and control modifications to the existing reject pond decant pump station and an isolation valve vault West Melbourne Ray Bullard WRF Expansion Phases I, II, and III, West Melbourne, FL. Lead Electrical Engineer. Lead electrical engineer for the three-phase design build expansion of the water reclamation facility and reuse distribution system. The expansion of the plant electrical distribution system consisted of expanding the exiting single-ended switchgear to double-ended and increasing the on-site stand-by generator capacity from 750 KW to 1750 KW with generator load dump and lockout provisions. Blacks Ford WRF Phase 4 Expansion, JEA, Jacksonville, FL. Lead Electrical Engineer. Provided the reliable, redundant electrical design. Four plant power distribution options were evaluated for accommodating total plant buildout. Option 4 was selected, which involved a new 480-volt metered service and triple-ended switchgear with a generator bus and new generator to distribute power to the new process loads through new motor control centers (MCCs). Designed the new electrical distribution system to provide Class I reliability, which was achieved by providing sufficient standby generation capacity to supply all critical plant loads. The internal distribution system was designed to provide sufficient redundancy so that no single fault or loss of power would disrupt more than one MCC or bus on a double-ended MCC that serves loads common to a critical unit. This was achieved by evenly splitting the loads between two or more MCCs. Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES Jennifer Baldwin, PE, PhD Conveyance License Professional Engineer, FL Education PhD, Civil, BS, Civil Years of Experience 20 Jennifer is a principal technologist who leads large program teams and plans and implements comprehensive rehabilitation and improvement programs. She provides process mechanical expertise, pump station hydraulic analysis and design, storage tank design, and collection system master planning. She served as quality assurance manager/technical assistance for a $1.6 billion sewer program with110 projects and as technical manager for conveyance for a $5 billion wastewater treatment and conveyance program. Relevant Experience Force Main Condition Assessment, Fort Lauderdale, FL. Technical Lead. The City of Fort Lauderdale has entered into a Consent Order with the State of Florida and is planning projects related to the Consent Order. Jacobs performed a force main condition assessment for the City with a project fee of approximately $900,000. Jennifer worked a team of engineers to evaluate the information received, determine the force mains whose likelihood of failure is so great that condition assessment is not needed, and develop the risk scores and implementation plan for the condition assessment of the remaining force mains. Private Laterals Inflow and Infiltration (I/I) Pilot Study Assistance, City of St. Petersburg, FL. Technical Advisor. Project included program planning and setup, implementation, execution, and evaluation of a private laterals I/I pilot study. Protocols and procedures were established for both public outreach and for implementation of lateral inspections and rehabilitation that will be utilized as first step towards the development of the city-wide Private Lateral I/I Program. As technical advisor, provides support to the project manager and technical team. Miami Dade Water and Sewer Department (WASD) Ocean Outfall Legislation (OOL) Program, Miami-Dade, FL. Conveyance Lead. This $5 billion program aims to reduce outfalls to the ocean. Jennifer led planning efforts for conveyance improvements and also performed an analysis of existing pump stations in the conveyance system that could become under capacity following implementation of the OOL. Performed reviews of the conveyance-related conceptual design reports. Water/Wastewater System Resiliency Program, JEA, Jacksonville, FL. Deputy Chief Engineer. JEA is experiencing increasing wet weather events that are causing resiliency issues in their water and wastewater systems. Assists the Chief Engineer and Program Manager with project delivery and technical issues. Participated in task orders related to conveyance system capacity and flood resiliency. Technical lead for assessments of the effluent pumping/outfall systems at two of JEA’s Water Reclamation Facilities. Private Wastewater System I/I Evaluation, Ordinance, and Smart Sewer Platform, Sarasota County, FL. Technical Advisor – I/I and Ordinance. Sarasota County contracted with Jacobs to select, procure, and install permanent monitoring equipment at North Windmill and Sun N Fun lift stations to characterize the flow from these private communities on an ongoing basis for the purposes of evaluating inflow and infiltration (I/I). The County has had ongoing challenges with private systems contributing excessive I/I to the County’s sanitary sewer system and causing capacity issues. As technical advisor, provides support to the team related to the I/I evaluation and ordinance as well as provided QC review on deliverables. Gainesville Regional Utilities (GRU) Inflow & Infiltration Removal Program, Gainesville, FL. Technical Lead. GRU is experiencing additional I/I in their system, and they want to prioritize the I/I removal. Jacobs, as a sub-consultant to Jones Edmunds, is preparing the level of service analysis, economic analysis, and private I/I removal analysis for this I/I removal program. Additionally, Jacobs is providing rehabilitation recommendations based upon field investigations that are being performed within the program. Jennifer serves as technical lead providing guidance to GRU related to the various analyses. Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES Cyrus Saharkhiz, PE SCADA License Professional Engineer, FL Education BS, Chemical Engineering Years of Experience 11 Cyrus specializes in developing object-based programming logic for SCADA controlled equipment and is skilled in designing process controls, instrumentation, telemetry, and communication systems. He has performed equipment inspections, I/O checkout, performance testing, and coordination activities with facility staff and contractor personnel. Relevant Experience Green Meadows Water Treatment Plant Design and Construction Services, Lee County Utilities, Lee County, FL. Instrumentation and Controls Engineer. Produced P&IDs and control system specifications. Coordinated with process engineers on the operation and control of all major unit operations, including reverse osmosis, ion exchange, chemical injection, and clean-in-place processes. Provided services during construction, including submittal reviews, answering RFIs from the system integrator, and coordinating with the client and contractors on project issues on a weekly basis. Performed site inspections to monitor conduit installation and proposed fiber routing. Witnessed and verified successful completion of control panel factory tests, point-to-point field I/O checkout, and performance acceptance testing of the entire facility control system. Bonita Springs Water Treatment Plant Control System Improvements, Bonita Springs Utilities, FL. Instrumentation and Controls Engineer. Performed site visits at an existing water treatment facility to diagnose reported control system deficiencies and unsatisfactory process operation. Gathered field data and as-built drawings to determine the current control system functionality. Identified and presented control system improvements to the facility’s chemical feed systems, including flow pacing and trim feedback controls, flowmeter sizing and selection, and control valve trim selection. MLE Wastewater Treatment Plant Design, Manatee County, FL. Instrumentation and Controls Engineer. Provided instrumentation and control engineering design for all design phases of the project. Developed specifications for process monitoring equipment, including dissolved oxygen probes, ammonia analyzers, combustible gas detectors, level transmitters, pressure transmitters, and flow meters. Created P&IDs for all unit processes, including anoxic and aeration basins, sludge pumping and storage, nitrogen recycle pumps, and aeration blower systems. Supported services during construction and reviewed shop drawings from contractors. Performed on- site inspections of newly constructed processes and instrumentation. Claude H. Dyal Water Treatment Plant SCADA Upgrades, City of Cocoa, FL. PLC Programmer/Instrumentation and Controls Engineer. Developed object-based programming logic for PLC controlled equipment, including pumps, blowers, mixers, and process instrumentation. Configured GE MDS II Ethernet radios at more than 40 remote well sites along with a master radio at the Wewahootee Pump Station. Tested radio connections and generated configuration files for each site radio. Created process logic to run groundwater and surface water unit operations, including filtration, dewatering, booster station pumping, chemical feed systems, and parameter datalogging. Assisted in troubleshooting and field support of automated equipment and instrumentation on-site. Resiliency Assessment, JEA, Jacksonville, FL. Instrumentation and Controls Engineer. Inspected numerous water and wastewater facilities, including remote lift stations and well sites, gathered extensive field documentation, and interviewed JEA personnel to determine the reliability and vulnerabilities of the facility control systems. Authored engineering reports detailing the control system deficiencies along with remedies and additional improvement recommendations. Inspection and subsequent reports resulted in additional task orders requested by JEA, including designs for new generator and switchgear improvements. Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES Tao Fu, PE Mechanical License Professional Engineer, FL Education MS, Civil; BS, Mechanical Years of Experience 26 Tao is a process mechanical engineer with decades of experience in the planning, design, modeling, start-up/commissioning, and troubleshooting of water/wastewater treatment facilities, pump stations, and conveyance systems. His experience also includes permitting, report preparation, and services during construction. Relevant Experience Green Meadows WTP CMAR, Lee County, FL. Lead Mechanical Engineer. 16 MGD Water Treatment Plant had processes that include sand strainers, cartridge filters, RO skids, degasifiers, ion exchange, chemical systems, clearwell, and high service pump station. RO WTP Expansion Progressive DB, Bonita Springs Utilities, FL. Lead Mechanical Engineer. Expansion of RO plant from 6 mgd to 8 mgd. Designed all processes including well pumps, sand strainers, RO skids, degasifiers, high service pumps, Lime silo, and permeate pump station. North Lee County WTP Deep Injection Well No. 2, Lee County, FL. Lead Mechanical Engineer/Design Manager. New 5 mgd deep injection well design, including one injection well and one monitoring well. East Water Reclamation Facility, BSU, Bonita Springs, FL. Staff Engineer. New WRF with liquid treatment process consisting of screening, grit removal, flow equalization, fine screening, MBRs, chlorination, out of compliance flow storage pond, wet weather storage pond, and effluent pumping. When completed in December 2006, it became the largest membrane bioreactor plant commissioned in Florida at the time. Norwood WTP Phase 2 Improvements Progressive DB, North Miami Beach, FL. Mechanical Engineer. Designed the new chemical building for the 25-mgd lime softening/ membrane plant. WWRF Nitrogen Removal, Manatee County, FL. Lead Mechanical Engineer. Project involved converting an existing 48 mgd wastewater plant from activated sludge to MLE process. Processes and equipment added and modified included hyperbolic anoxic mixers, nitrified recycle pumps, high-speed turbo aeration blowers, jet-aerated sludge holding tanks, and fine-bubble diffusers. SWWRF Recharge Well, Manatee County, FL. Lead Mechanical Engineer/Design Manager. New 15 mgd recharge well design, including one recharge well, two monitoring wells and an ammonium sulfate storage and metering pump system. SWWRF Filter Rehab, Manatee County, FL. Lead Mechanical Engineer/Design Manager. Six automatic backwash filters rehabilitation, including replacement of underdrain system, control panels and structure repairs. LS 8 Pump Station, SFWMD, FL. Lead Mechanical Engineer. Upgrade of a 450 CFS stormwater pump station. WTP, North Springs Improvement District, FL. Lead Mechanical Engineer. New 10-mgd RO plant. Designed and prepared bid documents for all processes including sand strainers, cartridge filters, RO skids, clear well, degasifiers, odor control system, chemical systems, and permeate pump station. WTP, Coral Springs Improvement District, FL. Lead Mechanical Engineer. New 7.4-mgd RO plant. Designed and prepared bid documents for all processes including sand strainers, cartridge filters, RO skids, degasifiers, odor control system, chemical systems, clear well, permeate pump station, and concentration pump station. John A Buckley Water Treatment Plant Filter Upgrade. City of Melbourne, FL. Lead Mechanical Engineer. Designed filter backwash waste system upgrade. Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES Ralph Myers GC Construction Cost License Certified Gen. Contractor, FL Education AA Coursework Years of Experience 36 As a former owner/general contractor that delivered water and wastewater hard bid work for more than two decades, Ralph brings experience successfully managing delivery of water, wastewater treatment, and conveyance systems construction projects in Florida and across the US, including 40+ progressive DB projects. He promotes close collaboration with the design and construction teams and the owner early and often to set the project up for a successful delivery. Relevant Experience Green Meadows WTP (CMAR), Lee County Utilities, FL. Lead Estimator. As lead estimator, Ralph’s responsibilities included cost estimating activities for the Jacobs team that provided design, permitting, and professional services during Lee County’s Green Meadows WTP construction. The WTP is a 14-mgd reverse osmosis (RO) and ion exchange (IX)water treatment plant. Throughout the project, the Jacobs team worked alongside Lee County’s CMAR (Garney Construction) in a highly collaborative and successful manner to facilitate preconstruction and construction activities. RO WTP Phase II, Wellfield and Transmission Main Expansion, and LS Improvements and RO WTP Phase III, Expansion PDB Projects, Bonita Springs Utilities, FL. Lead Estimator/Preconstruction Manager. Responsible for the GMP development and construction services for the DB delivery of seven new raw water RO wells and piping, 1-mile extension of 30-foot RO raw water main, a 2-mgd RO expansion, new HSPS and transfer pumps and a new hydrated lime silo system. Major responsibilities included selecting subcontractors and equipment providers, leading the estimating, and assisting procurement efforts. Served as preconstruction manager for the RO WTP Phase III which is currently under construction and adds 4-mgd in RO and 11 additional water supply -wells. UCAP PDB, City of Tampa, FL. Lead Estimator. Responsible for the GMP development as well as subcontractor bid packages and solicitation for this $134M, 5-year DB contract to resolve historical drainage, stormwater, and municipal pipeline problems. The project consists of more than 12 miles of potable water transmission mains as well as numerous other water force main, wastewater force main, stormwater drainage, river micro-tunnelling, and traffic signalization projects. UCAP Sulphur Springs Upper/Lower Weir and PS PDB, Tampa, FL. Lead Estimator. Led the estimating effort and preconstruction services for a 27-mgd raw water pump station building expansion. Jacobs provided general oversight, managed design and construction, design budgets, subconsultants, project schedule, and project quality, managed scope and change, selected subcontractors, and equipment providers, and led estimating and procurement efforts. The GMP submitted was under the City’s budget and the project was completed on time and under the GMP, resulting in savings returned to the City. The project was successfully constructed while maintaining 24/7 operations of the existing pump station. DLTWTF HSPS and Misc. Improvements PDB, Tampa, FL. Cost Estimator/Preconstruction Manager. Jacobs provided design, permitting, GMP development, and is currently providing construction services for a 140-mgd high service finished water PS, chlorine contact chamber, new center clearwell and rehabilitation to three existing clearwells. Delivered two comprehensive GMP packages that were successfully developed and approved by the City in a timely manner. Provided numerous progressive estimates and valuable feedback to the City in making value engineering decisions. Total Water Management Plan DB, JEA, Jacksonville, FL Lead Estimator. Led estimating effort and assisted JEA with review of the DB progressive estimates and GMP. The program included 43,000 linear feet (LF) of potable water transmission pipeline, including six projects or segments of large-diameter pipe. The $23.3M design-build project (Segment 2)involved 7,800 LF of pipe, including steel pipe under the St. Johns River. This pipe was installed using horizontal directional drilling (HDD) methods. Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES Kevin Heldorfer Construction Admin License N/A Education AAS Years of Experience 20 Kevin has more than 20 years of engineering and on-site experience in a wide range of disciplines, focused on Collier County projects. He has served in various roles over the past 16 years for Collier County projects, including Project Designer, Utility Designer, Cost Estimator, Roadway Geometric Designer, and Roadway Alternatives Designer among others, and has been involved in managing construction phase services on all transportation projects Jacobs has managed for the County. Relevant Experience Vanderbilt Beach Road Extension, Collier County, FL. Lead Project Designer. Project involved the design of a new 10 mile 6-Lane roadway from Collier Boulevard to Desoto Boulevard. Responsibilities included providing public involvement, roadway design, drainage, permitting, maintenance of traffic, structural design, environmental surveys, traffic, noise, aesthetics, survey, geotechnical, access management, and utility services. Tree Farm Road Phase II (Davila St. to Woodcrest Dr.) Design, Collier County, FL. Lead Project Designer. The project consists of a new 2-lane new roadway with sidewalks, pathways, bike lanes and a new roundabout. The project included water main and force main design and permitting. The project utilized three (3)adjacent development ponds for stormwater treatment and attenuation. Kevin also provided services during construction for this project. Collier-Immokalee Intersection Improvements Design, Collier County, FL. Lead Project Designer. Project involved intersection improvements to the Immokalee Road and Collier Boulevard Intersection to provide additional capacity to the intersection and extend Collier Blvd north approximately one- half mile. Services included Roadway alternatives analysis, roadway design, drainage design, sidewalks, bike lanes, pathways, canal relocation, prefabricated bridge crossing of canal, box culvert extension, signalization, lighting, utility design (36-inch water main, 30-inch water main (42 inch - 540 lf directional drill), 16-inch force main, 24 inch reclaimed water main), coordination with FPL for relocation of transmission and distribution lines and permitting. Prepared construction documents and provided services during construction. Collier Boulevard (US 41 to Davis Boulevard) Design; Collier County, FL. Project Designer. Responsibilities included Roadway Geometric Designer for this portion of the Collier Boulevard widening project. Jacobs provided design plans and specifications for widening the existing four-lane roadway to a six-lane facility, including four major intersections. Project elements include roadway design, drainage, utility coordination, permitting, retaining wall and culvert design, signing and pavement marking, survey, geotechnical, and preparation of specifications. In addition to the projects listed above, Kevin has had substantial involvement in the following projects: Collier Boulevard (Golden Gate Boulevard to Green Boulevard); Collier County, FL Collier Boulevard (US 41 to Davis Boulevard) Design, Collier County, FL Vanderbilt Beach Road Extension Corridor Study Pine Ridge Road Widening, (Airport-Pulling Road to Logan Boulevard) Design, Collier County, FL Vanderbilt Beach Road (Airport-Pulling Road to Collier Boulevard) Design, Collier County, FL Immokalee Road (Collier Boulevard to 43rd Avenue NE) Design, Collier County, FL North Road Relocation Project at Naples Municipal Airport, Collier County, FL Old US 41 Redevelopment Complete Streets Concepts, City of Bonita Springs, FL Wilson Blvd Well House & Infrastructure Improvements Design Services RPS No.: 22-8011 RESUMES Colleen Ross, PE Public Involvement License Professional Engineer FL Education MS, BS, Environmental Engineering Years of Experience 14 Colleen brings 14 years of experience delivering various major transportation projects. She specializes in project coordination, NEPA (National Environmental Policy Act) and PD&E (Project Development and Engineering) study and compliance, corridor planning, rail/transit, and transportation planning studies. Her primary tasks include report documentation with expertise in data collection of existing and future conditions, analyses of data, and PD&E/NEPA documentation. Colleen is responsible for coordinating with all disciplines during transportation studies to confirm all potential impacts are documented and accurate. Relevant Experience Wilson Boulevard Widening Corridor Study, Collier County, FL. Environmental Lead. Jacobs conducted a study to evaluate potential roadway corridor improvements to widen Wilson Boulevard from Golden Gate Boulevard to Immokalee Road in northern Collier County. Specifically, the study evaluated widening Wilson Boulevard from a two-lane undivided facility to a four-lane divided roadway with curb and gutter. This study included the development of alternatives, a comparative evaluation of the social and environmental effects, and the overall cost of each option. The project also included the addition of sidewalks, a shared-use path, and bike lanes, as well as enhancing the existing bus stops. As Environmental Lead, Colleen was responsible for evaluating social, cultural, natural, and physical impacts for various alternatives for improvements, completing a Preliminary Engineering Report, and coordinating the supporting documents. She also assisted with public involvement activities throughout the project. Collier Metropolitan Planning Organization 2045 Long Range Transportation Plan Update, Collier Metropolitan Planning Organization (MPO). Collier County, FL. Project Coordinator. Developed a 2045 Long-Range Transportation Plan (LRTP) pursuant to federal guidelines by December 2020. The purpose of this plan update is to advance a 20-year planning horizon and to adopt a Cost Feasible Plan that encourages and promotes a safe and efficient, multi-modal transportation system that addresses the future year transportation demands. Results of the LRTP process are intended to serve the overall mobility needs of the area while also being cost effective and consistent with national, state and local goals and objectives. As Project Coordinator, Colleen was responsible for coordinating the development of LRTP document, assist with the development of supporting documents for the LRTP, coordinating with subconsultants on schedule and needs, and coordinating subconsultant contracts. Challenges include reconciling two different socio-economic data: University of Florida’s Bureau of Economic and Business Research (BEBR) as required by FDOT District One and the County Interactive Growth Model (CGIM) as a separate analysis for Collier MPO and incorporating two new target performance measures for all LRTP Updates: Automated Connected Electric Vehicle Shared (ACES) and Resiliency. Randall Blvd and Oil Well Road Corridor Study, Collier County, FL. Environmental Lead. Study to evaluate potential roadway network improvements near Randall Boulevard and Oil Well Road in northern Collier County. Specifically, the study evaluated potential improvements to existing roadway facilities as well as potential corridors on a new alignment. Environmental Lead responsible for evaluating social, cultural, natural, and physical impacts for various alternatives for improvements, completion of a Corridor Study Report, and coordination of the supporting documents. Assisted with public involvement activities throughout the project and coordinated with multiple subconsultants. Challenges included panther habitat in the study area and documentation of rapidly changing approved development in the area. Environmental Lead. Immokalee Rd (CR 846) at Randall Blvd Intersection PD&E Study, FDOT District One. Collier County, FL. Environmental Lead. Colleen was responsible for evaluating social, cultural, natural, and physical impacts for various alternatives for improvements PD&E Study to evaluate alternative improvements for the widening of the intersection at Immokalee Blvd and Randall Blvd as well as the widening of Randall Blvd from 2 lanes to 4 lanes.