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Agenda 08/27/2024 Item #16C 5 (Change Orders providing for an extension of time to complete work, and the use of allowance on the North County Water Reclamation Facility’s critical Pretreatment Facility project. - Project #70149)
08/27/2024 EXECUTIVE SUMMARY Recommendation that the Board of County Commissioners, as ex-officio the Governing Board of the Collier County Water-Sewer District, ratify administratively approved Change Order Nos. 1 and 2 at a total cost of $109,140.14, utilizing the Owner’s Allowance, and adding a total of 22 days to Construction Agreement No. 23-8116, with Poole & Kent Company of Florida, for the NCWRF Pretreatment Facility and authorize the Chairman to sign the attached Change Orders. (Project No. 70149) OBJECTIVE: To ratify administratively approved Change Orders providing for an extension of time to complete work, and the use of allowance on the North County Water Reclamation Facility’s critical Pretreatment Facility project. CONSIDERATIONS: On July 11, 2023 (Agenda item 11.A), the Board awarded Construction Agreement No. 23-8116 (the “Agreement”) to Poole & Kent Company of Florida in the amount of $55,660,000, which included a $5,000,000 Owner’s Allowance. The County issued a notice to proceed with construction on August 28, 2023. This project provides for the construction of a new Pretreatment Facility (the “Headworks”) at the North County Water Reclamation Facility (“NCWRF”). The Project will meet the plant’s operational needs and allow the NCWRF to remain in compliance while meeting demand throughout the service area. The Procurement Services Division administratively approved Change Order No. 1 on April 12, 2024, and authorized $22,819.80 to be utilized from the $5,000,000 Owner’s Allowance for the additional work. Change Order No. 1 utilized the Board approved allowance funds for two changes required due to unforeseen conditions encountered during construction. The first change cost $8,342.40 for additional pipe fittings required for the relocation of an existing buried 24-inch diameter pipe. The record drawings indicated that the existing pipe was 24-inch diameter; however, when uncovered in the field the actual pipe size was 20 -inch diameter requiring additional fittings to make the transition to the unknown smaller pipe size. The second change cost $14,477.40 for revisions to the pretreatment building foundation plan required due to the size and location of existing buried concrete encased electrical conduits (duct bank) being different than shown on record drawings. The difference between the record drawing location and size of the duct bank created the unknown field conflict requiring modifications to the foundation. It is not unusual to encounter variances on underground projects from the original as-built plans that may have been prepared decades earlier to what is actually encountered in the field when a new project commences years later. The Procurement Services Division administratively approved Change Order No. 2 on June 28, 2024, and authorized $86,320.34 from the Owner’s allowance to address unforeseen conditions encountered during stone column installation and a 22 day time extension (for the work required by that additional work) to be added to the substantial and final completion dates of the Agreement. During the installation of the stone columns, underground conditions were encountered which impacted the ability to install approximately 15% of the stone columns to the required depth to support the building. Soil borings obtained during the design of the project did not indicate the presence of underground conditions that might impact the stone column installation. These unforeseen conditions required the contractor to complete additional work including demobilizing the vibro-replacement crane/equipment, investigating of the underground conditions at the impacted locations, mobilizing additional drilling equipment, predrilling the impacted column locations, and remobilization the vibro-replacement crane/equipment to install the remaining stone columns. As noted in Change Order No. 2, that additional work resulted in a delay to the project of 22 calendar days and the cost associated with this change is $80,677.27. Change Order No. 2 also includes a change to address concerns about the location of pipe material transitions indicated in the design drawings. The design drawings indicated the drain piping to transition from ductile iron to PVC above the floor slab. The contractor raised concerns about running PVC pipe through the slab, and the solution was to transition from ductile iron to PVC below the slab. The additional cost associated with this change 16.C.5 Packet Pg. 1133 08/27/2024 is $5,643.07. The total amount of Change Order 1 and 2 combined is $109,140.14 which represents approximately 0.2% of the overall $55,660,000 contract amount. The bid amount incorporated an allowance of $5,000,000 for owner -directed additional work. The costs associated with the changes detailed in Change Order Nos. 1 and 2 will utilize the allowance. The allowance usage to date on the project is as follows: Description Amount Allowance Balance Original Allowance Balance - $5,000,000.00 Change Order No. 1 $22,819.80 $4,977,180.20 Change Order No. 2 $86,320.34 $4,890,859.86 The County’s Procurement Services Division administratively approved the attached Change Orders, as authorized by the Board in accordance with Section Nineteen, Contract Administration, subsection 3.b of the County’s Procurement Ordinance, as amended. FISCAL IMPACT: Funds in the amount of $109,140.14 for Change Order Nos. 1 and 2 are encumbered in Wastewater User Fee Capital Fund (4014), Purchase Order 4500225567 under Project 70149. There is no additional fiscal impact associated with Change Order Nos. 1 and 2 since the funds are already encumbered for this project. GROWTH MANAGEMENT IMPACT: There is no Growth Management impact associated with this item. LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SRT RECOMMENDATION: That the Board ratify administratively approved Change Order Nos. 1 and 2 at a total cost of $109,140.14, utilizing the Owner’s Allowance, and adding a total of 22 days to Construction Agreement No. 23-8116, with Poole & Kent Company of Florida, for the NCWRF Pretreatment Facility, and authorize the Chairman to sign the attached Change Orders. (Project No. 70149) Prepared by: Wayne Karlovich, Supervisor - Project Management, Public Utilities Department ATTACHMENT(S) 1. [Linked] 23-8116 Contract_Poole&Kent_FullyExec (PDF) 2. PO 4500225567 CO1 Poole&Kent Approved (PDF) 3. PO 4500225567 CO2 Poole&Kend Contingent (PDF) 16.C.5 Packet Pg. 1134 08/27/2024 COLLIER COUNTY Board of County Commissioners Item Number: 16.C.5 Doc ID: 29378 Item Summary: Recommendation that the Board of County Commissioners, as ex-officio the Governing Board of the Collier County Water-Sewer District, ratify administratively approved Change Order Nos. 1 and 2 at a total cost of $109,140.14, utilizing the Owner’s Allowance, and adding a total of 22 days to Construction Agreement No. 23 - 8116, with Poole & Kent Company of Florida, for the NCWRF Pretreatment Facility and authorize the Chairman to sign the attached Change Orders. (Project No. 70149) Meeting Date: 08/27/2024 Prepared by: Title: Project Manager, Senior – Engineering and Project Management Name: Wayne Karlovich 07/10/2024 10:08 AM Submitted by: Title: Director – Engineering and Project Management Name: Matthew McLean 07/10/2024 10:08 AM Approved By: Review: Procurement Services Vanessa Miguel Level 1 Purchasing Gatekeeper Completed 07/10/2024 12:57 PM Public Utilities Department Mary Linhard Level 1 Department Review Completed 07/12/2024 11:20 AM Engineering and Project Management Matthew McLean PUD Reviewer Completed 07/17/2024 4:42 PM Wastewater Robert Von Holle PUD Reviewer Completed 07/18/2024 9:42 AM Public Utilities Operations Support Joseph Bellone PUD Reviewer Completed 07/18/2024 2:23 PM Public Utilities Operations Support Katrina Lin PUD Reviewer Completed 07/18/2024 4:20 PM Procurement Services Sandra Srnka Procurement Director Review Completed 07/19/2024 3:35 PM Corporate Compliance and Continuous Improvement Megan Gaillard Additional Reviewer Completed 07/31/2024 12:04 PM Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 07/31/2024 12:09 PM Community & Human Services Maggie Lopez OMB Reviewer Completed 08/01/2024 9:55 AM County Attorney's Office Scott Teach Level 2 Attorney Review Completed 08/02/2024 8:52 AM Public Utilities Department George Yilmaz Level 2 Division Administrator Review Completed 08/05/2024 1:18 PM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 08/05/2024 4:44 PM County Manager's Office Ed Finn Level 4 County Manager Review Completed 08/21/2024 2:39 PM Board of County Commissioners Geoffrey Willig Meeting Pending 08/27/2024 9:00 AM 16.C.5 Packet Pg. 1135 16.C.5.bPacket Pg. 1136Attachment: PO 4500225567 CO1 Poole&Kent Approved (29378 : NCWRF Pretreatment Facility Change Order 1 and 2 Approval) 16.C.5.bPacket Pg. 1137Attachment: PO 4500225567 CO1 Poole&Kent Approved (29378 : NCWRF Pretreatment Facility Change Order 1 and 2 Approval) 16.C.5.bPacket Pg. 1138Attachment: PO 4500225567 CO1 Poole&Kent Approved (29378 : NCWRF Pretreatment Facility Change Order 1 and 2 Approval) 16.C.5.bPacket Pg. 1139Attachment: PO 4500225567 CO1 Poole&Kent Approved (29378 : NCWRF Pretreatment Facility Change Order 1 and 2 Approval) 16.C.5.bPacket Pg. 1140Attachment: PO 4500225567 CO1 Poole&Kent Approved (29378 : NCWRF Pretreatment Facility Change Order 1 and 2 Approval) 16.C.5.bPacket Pg. 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1197Attachment: PO 4500225567 CO2 Poole&Kend Contingent (29378 : NCWRF Pretreatment Facility Change Order 1 and 2 Approval) 16.C.5.cPacket Pg. 1198Attachment: PO 4500225567 CO2 Poole&Kend Contingent (29378 : NCWRF Pretreatment Facility Change Order 1 and 2 Approval) 16.C.5.cPacket Pg. 1199Attachment: PO 4500225567 CO2 Poole&Kend Contingent (29378 : NCWRF Pretreatment Facility Change Order 1 and 2 Approval) 16.C.5.cPacket Pg. 1200Attachment: PO 4500225567 CO2 Poole&Kend Contingent (29378 : NCWRF Pretreatment Facility Change Order 1 and 2 Approval) 16.C.5.cPacket Pg. 1201Attachment: PO 4500225567 CO2 Poole&Kend Contingent (29378 : NCWRF Pretreatment Facility Change Order 1 and 2 Approval) 16.C.5.cPacket Pg. 1202Attachment: PO 4500225567 CO2 Poole&Kend Contingent (29378 : NCWRF Pretreatment Facility Change Order 1 and 2 Approval) 16.C.5.cPacket Pg. 1203Attachment: PO 4500225567 CO2 Poole&Kend Contingent (29378 : NCWRF Pretreatment Facility Change Order 1 and 2 Approval) 16.C.5.cPacket Pg. 1204Attachment: PO 4500225567 CO2 Poole&Kend Contingent (29378 : NCWRF Pretreatment Facility Change Order 1 and 2 Approval) 16.C.5.cPacket Pg. 1205Attachment: PO 4500225567 CO2 Poole&Kend Contingent (29378 : NCWRF Pretreatment Facility Change Order 1 and 2 Approval) CONSTRUCTION AGREEMENT THE BOARD OF COUNTY COMMISSIO NERS OF COLLIE R COUNTY, FLORIDA , ("Owne r") hereby contracts with Poo le & Kent Company of Florida ("Contractor") of 1781 N.W. North River Drive, Miami , FL 33125 , a Foreign Profit Corporation , authorized to do business in t he State of Flo rid a, to perform all work ("Work") in con nection with North County Water Rec lamation Facility (NCWRF) Pretreatme nt Facility, Invitation to Bid No. 23-8116 ("Project"), as said Work is set forth in the Plans and Specifications prepared by AECOM Technical Services, Inc., the Engineer and/or Architect of Record ("Design Professional"} and other Contract Documents hereafter specified . Owner and Contractor, for the consideration herein set forth , ag ree as follows: Section 1. Contract Docume nts. A. The Contra ct Documents consist of this Agreement, the Exhibits described in Section 6 hereof, the Legal Advertisement, the Bid ding Documents an d any duly executed and issued addenda , Change Orders , Work Directive Changes , Field Orders and amendments re lating thereto. All of the foregoing Contract Documents a re incorporated by reference and made a part of this Agreement (all of said documents incl uding the Agreement sometimes being referred to herein as the "Contract Documents" and sometimes as the "Agreement" and sometimes as the "Contract"). A copy of the Contract Documents shall be maintained by Contractor at the Project site at all times during the performance of the Work. B . Owner shall furn ish to the Contractor one reproducible set of the Contract Documents and the appropriate number of sets of the Construction Documents , signed and sealed by the Design Professional , as are reasonably necessary for permitting. Sectio n 2. Scope of Work. Contractor agrees to furnish and pay for all management, supervision , financing , labor, materia ls, tools , fuel , supplies, utilities, equipment and services of every kind and type necessary to diligently, timely, and fully perform and complete in a good and workmanlike manner the Work requi red by the Contract Documents. S ection 3 . Contract Amount. In consideration of the faithful performance by Contractor of t he covenant s in this Agreement to the full satisfaction and acceptance of Owner, Owner agrees to pay, or cause to be paid , to Contractor the following amount (herein "Contract Amount"), in accordance wi th the terms of this Agreement: Fifty-Five Million and Six Hundred and Sixty Thousand Dollars ($55,660,000.00). S ectio n 4 . Bonds. A. If applicable, the Contractor shall provide Performance and Payment Bond s, in the form prescribed in Exhibit B-1 and B-2, in the amount of 100% of the Contra ct Amount, the costs of wh ich are to be paid by Contractor. The Performance and Payment Bonds shall be underwritten by a surety a uthorized to do business in the State of Florida and otherwise acceptable to Owner; provided , however, the surety shall meet the requirements of the Department of the Treasury Fiscal Service , "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bo nds and as Acceptable Reinsurance Companies" circular. This circular may be accessed via the web at www.fms .treas.gov/c570 /c570 .html#certified. Should the Contract Amount be less 1 C onst ruction Services Agreement: [2022_ver.3] CAO than $500 ,000 , the requiremen t s of Section 287.0935 , F.S . shall govern the rating and classification of the surety . B . If the surety for any bond furnished by Contractor is declared bankrupt , becomes insolvent, its right to do business is terminated in the State of Florida , or it ceases to meet the requ irements imposed by the Contract Documents , the Contractor shall , w ith in five (5) calendar days thereafter, substitute at its cost and expense another bond and surety , both of which shall be subject to the Owner's approval. Section 5. Con tract Ti me an d Liqui dated Da mages. A Time of Performance . Time is of the essence in the performance of the Wor k under this Agreement. The "Commencement Date" shall be established in the written Notice to Proceed to be issued by t he Project Manager, as hereinafter defined. Contractor shall commence the Work within five (5 ) ca lendar days from the Commencement Date. No Work shall be performed at the Project site prior to the Commencement Date . Any Wor k performed by Contractor prior to the Commencement Date shall be at the sole risk of Contractor. Contractor shall achieve Substantial Completion with in e ight hundred a nd sixty-four (864) calendar days from the Commencement Date (herein "Contract Time"). The date of Substantial Completion of the Work (or designated portions thereof) is the date certified by the Design Professional when construction is sufficiently complete, in accordance with t he Contract Document s, so Owner can occupy or utilize the Work ( or designated portions thereof) for the use for which it is intended. Contractor shall achieve Final Completion within s ixty (60) calendar days after the date of Substantial Completion . Final Completion shall occur when the Agreement is completed in its entirety, is accepted by the Owner as complete and is so stated by t he Owner as completed . As used he rein and throughout the Contract Documents , the phrase "Project Manager" refers to the Owner's duly authorized representative and shall mean the Department Adm inistrator or Division Director, as applicable, acting directly or through duly authorized representatives . B . Liquidated Damages in General. Owner and Contractor recognize that, since time is of the essence for this Agreement, Owner wi ll suffer financial loss if Contractor fails to achieve Substantia l Completion within t he time specified above , as said time may be adjusted as provided for he rein . In such event, t he total amount of Owner's damages, w ill be difficult, if not impossible, to definitely ascertain and quantify. Should Contractor fail to achieve Substantial Completion within the number of calendar days established herein , Owner shall be entitled to assess , as liquidated damages, but not as a penalty , Nine Tho us and a nd Eight Hu ndred Do llars ($9,800.00) for each calenda r day thereafter until Substantial Completion is achieved . Further, in the event Substan t ial Completion is reached , bu t the Contractor fai ls to reach Final Completion within the required time period , Owner shall also be entitled to assess and Contractor shall be liable fo r all actual damages incur red by Owner as a result of Contractor fail ing to timely ach ieve Final Completion . The Project shall be deemed to be substantially completed on the date the Project Manager (or at his/her direction, the Design Professional) issues a Certificate of Substantial Completion pursuant to the terms hereof. Contractor hereby expressly waives and relinquishes any right which it may have to seek to characterize the above noted liquidated damages as a penalty, which t he parties agree represents a fa i r and reasonable estimate of the Owner's actual damages at the time of contracting if Contractor fails to Substantially or Finally Complete the Work within the req uired time periods . C. Computation of Time Periods. When any period of time is referenced by days herein , it shall be computed to exclude the first day and include the last day of such period . If the last day of any such period falls on a Saturday 2 Construction Services Agreement: [2022_ver.3) or Sunday or on a day made a legal holiday by the law of the applicable ju risdiction , such day shall be omitted from the computation , and the last day shall become the next succeeding day which is not a Saturday, Sunday or legal holiday . D . Determination of Number of Days of Default. For all contracts, regardless of whether the Contract Time is stipulated in calendar days or working days, the Owner will count default days in calendar days. E. Right of Collection. The Owner has the right to apply any amounts due Contractor under this Agreement or any other agreement between Owner and Contractor, as payment on such liquidated damages due under this Agreement in Owner's sole discretion. Notwithstanding anything herein to the contrary, Owner retains its right to liquidated damages due under this Agreement even if Contractor, at Owner's election and in its sole discretion, is allowed to continue and to finish the Work, or any part of it, after the expiration of the Contract Time including granted time extensions. F. Completion of Work by Owner. In the event Contractor defaults on any of its obligations under the Agreement and Owner elects to complete the Work, in whole or in part, through another con tractor or its own forces, the Contractor and its surety shall continue to be liable for the liquidated damages under the Agreement until Owner achieves Substantial and Final Completion of the Work. Owner will not charge liquidated damages for any delay in achieving Substantial or Final Completion as a result of any unreasonable action or delay on the part of the Owner. G. Final Acceptance by Owner. The Owner shall consider the Agreement complete when the Contractor has completed in its entirety all of t he Work and the Owner has accepted all of the Work and notified the Contractor in writing that the Work is complete. Once the Owner has approved and accepted the Work, Contractor shall be entitled to fina l payment in accordance with the terms of the Contract Documents. H. Recovery of Damages Suffered by Third Parties. Contractor shall be liable to Owner to the extent Owner incurs damages from a third party as a result of Contractor's failure to fulfill all of its obligations under the Contract Documents . Owner's recovery of any delay related damages unde r this Agreement through the liquidated damages does not preclude Owner from recovering from Contractor any other non-delay related damages that may be owed to it arising out of or relating to this Agreement. Section 6. Exhibits Incorporated . Exhibits Incorporated: The following documents are expressly agreed upon, attached hereto and made a part of this Agreement for Solicitation 1TB #23-8116 North County Water Rec lamation Facility (NCWRF) Pretreatment Facility. Exhibit A-1: Exhibit A-2: Exhibit A-3: Exh ibit B-1 : Exhibit B-2: Exhibit B-3: Exhibit C: Exhibit D: Contractor's Bid Schedule Contractor's Bid Submittal Forms and Addendums Contractor's Lis t of Key Personnel Payment Bond Forms O Not Applicable Performance Bond Forms D Not Applicable In surance Requirements Release and Affidavit Form Contractor Application for Payment Form 3 Construction Services Ag re ement: (2022_ver.3] CAO Exhibit E: Exhibit F: Exhibit G: Exhibit H: Exhibit I: Change Order Form Certificate of Substantial Completion Form Final Payment Checklist General Terms and Conditions Supplemental Terms and Conditions fZI Applicable D Not Applicable The following documents are expressly agreed to be incorporated by refere nce and made a part of this Agreement for Soli citation 1TB #23-8116 North County Water Reclamation Facility (NCWRF) Pretreatment Facility . The complete contract documents, including Addendum with attachments, are available on the County's on -line bidding system: https://www.bidsync.com/bidsync-cas/, which the parties agree comprise the final integrated agreement executed by the parties. Sections corresponding to any checked box ( [8J ) expressly apply to the terms of this Agreement and a re available through the County's on-line bidding . fZ!Exh ibit J : □Exhibit K: □Exhibit L: ~Exhibit M: ~Exhibit N: Technical Specifications Permits Standard Details Plans and Specifications prepared by: AECOM Technical Services , Inc. Environmental Hea lth and Safety Requirements for Construction Projects Section 7 . Notices A. All notices required or made pursuant to this Agreement by the Contractor to the Owner shall be deemed duly served if delivered by U.S. Mail, E-mail or Facsimile, addressed to the following: Collier County Board of County Commissioners , FL c/o Public Utilities Department/Sub-Regional Utilities Division 3339 Tamiami Trail East, Suite 303 Naples, Florida 34112 Attn: Wayne Karlovich, Supervisor-Project Management Phone: (239) 252-5372 Email: Wayne.Karlovich@colliercountyfl.gov B. All notices required or made pursuant to this Agreement by Owner to Contractor shall be made in writing and shall be deemed duly served if delivered by U.S. Mail , E-mail or Facsimile, addressed to the following : Poole & Kent Company of Florida 1781 N.W. North River Drive Miami , FL 33125 Attn: Brian D. MacClugage, Executive Vice President Phone: (305)325-1930 Email: BrianM@pkflorida.com C. Either party may change its above noted address by giving written notice to the other party in accordance with the requirements of this Section. 4 Construction Services Agreement: [2022_ver.3] CAO Section 8. PUBLIC ENTITY CRIMES. 8.1 By its execution of t his Contract, Construction Contractor acknowledges that it has been informed by Owner of the terms of Section 287 .133(2)(a) of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity for the construction or repair of a public bu ilding or public work , may not submit bids on leases of real property to a public entity, may not be awarded or perfor m work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity in excess of the threshold amount provided ins. 287.017 for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." Section 9. Modification. No modification or change to the Agreement shall be valid or binding upon the parties unless in writing and executed by the party or parties intended to be bound by it. Section 10. Successors and Assigns . Subject to other provisions hereof, the Agreement shall be bi nding upon and shall inure to the benefit of the successors and assigns of the parties to the Agreement. Section 11. Governing Law. The Agreement shall be interpreted under and its performance governed by the laws of the State of Florida. Section 12. No Waiver. The failure of the Owner to enforce at any time or for any period of time any one or more of the provisions of the Agreement shall not be construed to be and shall not be a waiver of any such provision or provisions or of its right thereafter to enforce each and every such provision . Section 13. Entire Agreement. Each of the parties hereto agrees and represents that the Agreement comprises the full and entire agreement between the parties affecting the Work contemplated , and no other agreement or understanding of any nature concerning the same has been entered into or will be recognized , and that all negotiations, acts, work performed, or payments made prior to the execution hereof shall be deemed merged in , integrated and superseded by the Agreement. Section 14. Severability. Should any provision of the Agreement be determined by a court to be unenforceable, such a determination shall not affect the validity or enforceability of any other section or part thereof. 5 Construction Services Agreement: [2022_ver.3] CAO Section 15. Change Order Authorization. The Project Manager shall have the authority on behalf of the Owner to execute all Change Orders and Work Directive Changes to the Agreement to the extent provided for under the Owner's procurement ordinance and policies and accompanying administrative procedures. Section 16 . Construction. Any doubtful or ambiguous language contained in this Agreement shall not be construed against the party who physically prepared this Agreement. The rule sometimes referred to as "fortius contra proferentum" (pursuant to which ambiguities in a contractual term which appears on its face to have been inserted for the benefit of one of the parties shall be construed against the benefited party) shall not be applied to the construct ion of this Agreement. Section 17. Order of Precedence In the event of any conflict between or among the terms of any of the Contract Documents, the terms of the Construction Agreement and the General Terms and Conditions shall take precedence over the terms of all other Contract Documents, except the terms of any Supplemental Conditions shall take precedence over the Construction Agreement and the General Terms and Conditions . To the extent any conflict in the terms of the Contract Documents including the Owner's Board approved Executive Summary cannot be resolved by applicati on of the Supplemental Conditions , if any , or the Construction Agreement and the General Terms and Conditions, the conflict shall be resolved by imposing the more strict or costly obligation under the Contract Documents upon the Contractor at Owner's discretion. **** Rema ind e r of page intentionally left blank 6 Construction Services Agreement: (2022_ver.3] IN WITNESS WHEREOF , t he parties have executed this Agreement on the date(s) indicated below. ::~ FIRST WITNESS 1)0.vi~ A . St-h·~ (a"1cl Print Name ~-Z l----- SECOND WITNESS We.V\d~ Ccu-,-1 be 11 Print Name Date: ~1 l...;...;1 i ~l ..:::....;2.o:....=.2 ..1£...3 --r I ATTEST: Crystal K. Kinzel, C lerk of Courts & Comptroller CONTRACTOR: Poole & Kent Compa ny of Flori da By: ~P=at=ric=k~H-~C=ar~r,~P~ras~id~e=nt~&~C=E0=----~---+\_1 q_\~0 L 1 Print Name and Title Date OWNER: BOARD OF COUNTY COMMISSION ERS OF COLLIER COUNTY FLORIDA BY: RICK LOCASTRO, Chairman EXHIBIT A -1: CONTRACTOR'S BID SCHEDULE (FOLLOWING THIS PAGE) 8 Construction Services Agreement: [2022_ver.3] BID SCHEDULE COLLIER COUNTY SOLICITATION NO. 23-8116 North County Water Reclamation Facility (NCWRF) Pretreatment Facility COLLIER COUNTY PUBLIC UTILITIES DEPARTMENT· EPMD PROJECT# 70149 Bid Item No. Description Unit Total 1 Pretreatment Facility Building LS $47,060,000.00 2 Electrical Building LS $3,000,000.00 3 Demolit ion LS $600,000.00 4 A llowance for Owner's Use as Directed• T&M $5,000,000.00 Total Bid $55,660,000.00 •owner Allowance w ill be used only at the Owner's direction to accomp lish work due to unforeseen conditions and/or as directed by the Owner. Inclusion of the Allowance as part of the Contract Price is not a guarantee that the Contractor w ill be paid any portion or t h e full amount of t he Allowance. Expenditures of the Owner's Allowance will be made through Change Order wit h Proper document at ion ofTime and Materials supporti ng the change. COMPLETED BID FORMS: Yes/No Bid Schedu le Yes Bid Response Form (Form 1) Yes Contractors Key Personnel (Fo rm 2) Yes Material Manufacturers (Form 3) Yes List of Major Subcontractors (Form 4) Yes Statement of Experience of Bidder (Form S) Yes Trench Safety Act Acknowledgement (Fo rm 6) Yes Bid Bond (Fo rm 7) Yes Insurance and Bonding Requirements (Form 8) Yes Conflict of Interest Affidavit ( Form 9) Yes Vendor Decla ration Statement (Form 10) Yes Immigration Affidavit Certificati on (Form 11) Yes Bidders Checklist (Form 12) Yes Addendums Yes Local Business Tax Receipt Yes E-Verify Yes SunBii Yes CA.0 EXHIBIT A -2: CONTRACTOR'S BID SUBMITTAL FORMS AND ADDENDUM (FOLLOWING THIS PAGE) 9 Construction Services Agreement: (2022_ver.3] CAO C o~e-r County ~ Ema il: Kris tofe r.lopez@colliercountyfl.gov Telephone: (239) 252 -8375 Procurement Services Division Date: From : To: Add endu m #I March I 0, 2023 Kristofer Lopez, Procure ment Strategist Interes ted Bidders Subj ect : Addendum #Solicitat ion #23-8116 -NCWRF Prctrc atm em Faci lity The following clarifications are issued as an addendum: Spec ifi ca tion Section 15858 -Odor Co nt rol Svstems -Bi otric klin g Filt e rs Add the following Para gra ph 2.0 I 'MANU FACTURERS' to read as follows: A. Evoqu a (No Substitutions) Revise numberin g of para gra phs under PART 2 -PRODUCTS as fo llow s: Pani graph Cu rTen t Numbering MANUFA CTURERS - MATERIALS 2.01 BJOTR ICKLING FILTER 2.0 2 EXHAUST FANS 2.03 NUTRIENT CONTROL SKIDS 2.04 CARRON POLISH ER SYSTEM 2.05 H2S MONLTORING 2.06 HARDWARE AND GASKETS 2.07 INSTRUMENTAT ION AND CONTROLS 2.08 FIB ERGLASS REINFORCED PLAST IC (FRP) 2.09 DU CTWORK DAMPERS 2.10 AIR JNLETS 2.11 MOTORS 2.12 SllOP PAI NTI NG 2.13 Revi sed Numbering 2 .0 1 2.02 2.03 2.04 2.05 2.06 2.07 2.08 2.09 2.10 2.11 2.12 2.13 2.14 Re vise Paragraph cu rrent ly numbered as 2.02 J • Access Platfo rm and Ladd er' to read as follows: I. Vessels s hall include an Aluminum Access Platfonn with ladder to provide access to the spray headers. Platform shall pro vide access to all three Bio-scrubber towers from a si ngle ladder . 2. Access pla tform shall be provided to provide access of the uppe r lcvel to provide access to the spray he ader connection, & uppe r nozzle. 3. Provide a ladder and pl atforms to allow access to the top access pl atform. manways for mist eliminator, and liquid distr ihutor access. 4. Ladders and platforms shall be designed a nd provideci to meet OSHA requirements. 5. Ladders and platforms shall be constructed of aluminum. CAO 6. Platform shall be supported on a steel or aluminum st rucn,re bolted to the concrete pad and shall be independent of the FRP vessels. 7. All fasteners sha ll be of Type 316 sta inless steel or vendor recommendation. 8. Provide ladder cage for ladders 20 feet and taller. Specificat ion Sec tion 15859 -Odor Co ntrol Svstem.s -Ca rbon Adso rber Add the following Paragraph 2.01 'MANUFACTURERS ' to read as follows: A. Evoqua (No Sub st inttions) Revise numbering of naragrnphs under PART 2 -PRODUCTS as fo llows· Paragraph Current Numberin!! MAN UFACTU RERS - CARBON ADSORBER 2.01 ACTIVATED CARBON MEDIA 2.02 EXHAUST FANS 2.03 CONTROLS 2.04 FIBERGLASS REINFORCED PLAST IC (FRP) 2.05 DUCTWORK DAMP ERS 2.06 AIR lNLETS 2.07 MOTORS 2.08 SHOP PAINTfNG 2.09 Dra win g 00 D-00 3 SCHEDULES I Revised Numberin12 2.0 1 2.02 2.03 2 04 2.05 2.06 2.07 2.08 2.09 2.JO In the Process Pump Schedule , rev ise ca paci ty an d head ra ting point of pumps D.P -1&2 to the following: Capacity (gpm): 450 Head (feet): 50 If you require additional information , please post a question on our Bid Sync (www.bidsync .com) bidding platform under the solicitation for this project. Ple ase sign below and return a copy of this Add endum wi th your s ubmittal fo r th e above rc,rer~ solicitation . t!~ Patrick H. Carr, President & CEO0 _5_/1_6_/2_0_23 ___ _ (Signature) Date Poole & Kent Company of Florida (NameofFim1) CAO Emai I: Kristofer .lopez@colliercountyfl.gov Telephone: (239) 252-8375 Proo.Jrement Services Division Date: From: To: Addendum #2 March 21 , 2023 Kristofer Lopez, Procurement Strategist lnt.ercsted Bidders Sub_jcct: /\ddendum #2 Solicitation #23-81 16 -NCWRF Pretreatment Faci lity The fo llowing c larilication s are issued as an addendum identifying addit ions to the solicitation document for the refe renced solicitation : 1. Change : Supplementary terms and Conditions added • 23-8116 Supplemental Terms and Conditions has been upl oaded 2. Change: Pre-Bid Sign In Sheet Uploaded If you requ ire addit ional in formation, please post a questio n on our Bid Sync (www.bidsyn c .com) bidding platform under tJ1e sol icitation for this project. Please sign below and ret urn a co py of this A ddendum with yo ur submittal for the above 7· ced so l ic it· tion. Patric k H. Carr, Preside nt & CEO 05/16/20 23 --------Date Poole & Ken t Company of Florida (Name of Finn) CAO Procurement Services Division Email: Kristofer .lopez@colliercountyfl.gov Telephone: (239) 252-8375 Ad d end um #3 Date: March 30. 2023 Frnm: Kristofer Lopez. Procurement Strategist fnter ested Bidders To: S ubj ect: Addendum #3 Solicitation #23-81 16 NCWRF Pretreatment Facility The following clarifications are issued as an addendum identifying additions to the solicitation document fo r the referenced so li ci tation. Bidders shall retl ect all clarifications, ad di tio ns, and changes in their final bids. Change I : As reads QuestioH and---Affl.w~ef-i~d expires on Mareh 31 , 2023 @ 5:00 PM EST Now reads: Question and Answer period expires on April 7, 2023 (Iv 5:00 PM EST Addendum #3 includes additional information to: • Technical Specifications as described below. • /\!lachment: Specification Section O 1500 -23-8116 Exhibi t J Temporary Fac ilities • Allachment: Specification Section 08710 -23 -8116 Exhibit J Door Hardware • Attachment: Specification Section 13900 -23-8116 Exhibit J Security System Requirements • Drmvin gs as described below. SPECI FI CATI ONS Specificatio n 010 10 -Summ ary of Work • Add Paragraph 1.07 Documen1 Managemenr System 10 read as follows: 1.07 DOCUMENT MANAGEMENT SYSTEM A. The Contractor shall provide and manage n web-based (remote access), fully electronic document man ageme nt software pro gram to faci litate ease of coordination, document storage, and ti me management. 8. The software shall include and/or provide th e following: 1. Software to be approved by Owner a nd Engineer. 2. Single source of document flow and communication . 3. Secure document storage and easy document retrieval. 4. Ability to search the System for any content. CAO Dr awing 10 01-603 • Provide flow switch and electrical appurtenances on the 4 " W3 piping downstream of RWW. B V-005 as illustrated in pai1ial draw ing below. 10 DT-603 lllOM SC~E,N INf'I.Uf.NT aox Sfl EET I O 01-602 REUSE l'/AT(R \\'J SH1 IO 01-602 I ~ ~: ( '-~iti-fCOQ><5J-L-~..-I (f) 'f [f yo11 require additional information, please post a q11estion on our Bid Sync (www.hidsync.com) bidding platform under the sol icitation fo r this project. Pl ease sign below and re turn a cop y of thi s Add e ndum w ith your s ubmittal for th e abo ve '?'/)d sol~,tio.,. ~~ ~ Patrick H. Car r, President & CEO 05/16/2023 (Signatu re)'-Date Poole & Ken t Company of Florida (Name of Firm) CAO Emai l : Kristofer. lopez@colliercountyfl.gov Telephone: (239) 252 -8375 PrOCtJrement Services Division Date : From : To: Subject: Addendum #4 Apri l 4, 2023 Kristofer Lopez, Procurement Stra t eg ist Interested Bidders Addendum #4 Solicitatio n #23-8116 -NCWRF Pretreatment Facility The following cla r ifications are issued as an addendum identifying additions to the solicitation document for t he referenced solicitation. Bidders sha ll reflect all cl arifications, additions, and changes in thei r final bids. Addendum #4 includes: • Technica l Specifications changes as described below. • Drawing changes as described be low. • Attachment: 23-8116 Exhib it M Electrical Site Plan -Power -Revision 1 • Attachment: 23-8116 Ex hib it J Sec t ion 15109 Electric Motor Actuators an d Appurtenances Revis ion SPECIF I CATIONS Specification Section 13100 -lightning Protection for Structures • Delete empty table from Section 2.02 Ma terials, Parag r ap h A. Class II Materials. Sp ecification Section 16050 -Electrical Work -Genera l • Add Part 4. to end of Section 1.07 Subm ittals, Paragraph A, as fol lows: "4 . In addition to manufacturer's equipment shop drawings, submit electrical installation working drawings conta ining the following: a. Concealed and buried conduit layouts, shown on floor pl ans drawn at not less than 1/4-inch = 1 foot in scale The layout shall i nclude locations of p rocess equipment, motor cont rol centers, t ransformers, panelboards, control panels and equipment, motor, switches, motor starters, large j unction o r pull boxes, instruments and any other electrica l devices connected to concealed or buried conduits. b. Plans shall be drawn in AutoCAD and must include a f ull key plan showing the entire jobs ite and individual sheets with viewports printed size 36 inch by 24 inch at¼ scale. The submittal shall be presented in a neat, professio nal manner w ithin a PDF drawing set." Spe cification Section 15109 Ele ctric Motor Actuators a nd App urte nances • Rep lace Section 15109 Electri c Motor Actuators and Appurtenances with the attached Section 15109. CA o If you require additional informati on, pl ease post a question on our Bid Sync (www.b idsync.com) bidding platfo rm under the so licitation for this project. Please sig n below and re turn a copy of this Addendum with y our s ubmittal for the above re ferenced solicitation. Patrick H. Carr, President & CEO 05/16/2023 (S ign ature ) Date Poole & Kent Compa ny of Florida (Name of Firm) CA O Emai l: K ristor er.lopez@colliercountytl.gov Telephone: (239) 252-8375 Procurement Services DMsion Date: From: To: Adde nd um #5 Apri l 6, 2023 Kristofer Lopez , Procurement Strategist l111erested Bidders Subj ect: Addendum #Solicitation #23-8 116 -NCWRF Pretreatment Facility The following clar ifications are issued as an addendum: Change I: As reeds. Bid d ue dete is April 18, 2023@ 3:00 PM[-£+ Now reads: Bid due date is May 9, 2023 @ 3:00 PM EST Change 2:_Q/A period eAds April 7, 2023 @ 5:00 PM GST Now reads: O/A period ends May I, 2023@ 5:00 PM EST If you require additional infonm,tion, please post a ques tion on our Bid Sync (www.bidsync.com ) bidding platfonn under the solicitation for I his proje ci. Please sign below and retu rn ,l cop y of this Add endum wi th your submittal fo r the ab ove ~nc so lic itation. Poole & Kent Com pany of Florida (Name of Finn) Patrick H. Carr, President & CE O 05/16/2023 Date CAO c ofe-r Count y ~ PrOCt.Jrement Services Division Emai I: Kristofer. lopez@co l I iercounty1l .gov Telephone: (239) 252-8375 Date : From : To: Subject: Add e ndum #6 April 19, 2023 Kristofer Lopez, Procurement Strategist I nterested Bidders Addend um #6 Solicitatio n #23-8116 -NCWR F Pretreatmen t Facility The fo llowing cla rificatio ns a re issued as an addendum identifyi ng additions to the solicitation d ocument for the referenced solicitation . Bidder s shall reflect all clarificat ions, addit ions, and changes in thei r fina l bids. Ad dend u m #6 includes: • Technical Specif ications as described below. • Drawing changes as described below . SPECIF ICAT IO NS Sp ecif ication 01640 -Owner Furnished Material • Remove al l gaskets from Owner Furnished Material. Contr actor shall provide new gaskets for t his project: Item Ty pe Description Size Tota l Qua ntity Unit Notes Endress Hauser -Promag Electromagnetic Su bmittal 0 .1 Flowmeter Flowmeter -36" 36" 1 each Grounding Disc Available Grounding Disc Cables Endress Hauser -Promag Electromagnetic Submittal 0 .2 Flowmeter Flowmeter -30" 30" 1 each Grounding Disc Available Groundin,i Disc Cables Endress Hauser -Promag Electromagnetic Submittal 0 .3 Flowmeter Flowmeter -18" 18" 1 ea ch Grounding Disc Available Grounding Disc Cables 1 T Head 1" X 6" T-HEAD BOLT & NUT. A IS 0 1" X 06" 16 Buckets Buckets Bo lt COMPLIANT 2 Butterfly BAW,4 ,F1 ,C l,NBRN-NBR. 150B ,DI-S2'GS-6B-04" 1 each Valve HD8,SS16 3 ------ 4 ------ 5 ---" CAO If you require addit ional informat ion . pleas e pos t a question 0 11 ou r Bid Sync (www.bidsvnc.com) biddi ng platfo rm und er the solici ta tion fo r this project. Pl ease s ig n below a nd return a copy of this Addendu m w ith yo ur submittal for th e a bove re fe re nced so licitation. Patrick H. Ca rr, President & CEO 05/16/20 23 (Signature) Date Poole & Ken t Compa ny of Florida (Name of Fi rm) co!N~-r County -~ ...._ Procurement Services Division Email: Kristofer. lopez@ col I ie rcou nt yfl.gov Telephone: (239) 252-83 75 Addendum #7 Date: Prom: To: S ubj ec t: April 28, 2023 Kri stofer Lopez, Procu reme nt Strategist Interested Bidders Addendum #7 Solicitation #23 -81 16 -NCWRF Pretrea tm e nt Fac ility T he fo llowi ng c lari fica t ions are issued us an addend um ide nti fyi ng addit ions to the sol icitation doc um ent for the referenced so licitation. Bidders sha ll reflect al l clari ficat ions, add itions. and changes in their fin al bi ds. Addendum #7 includ es additional information to: • Technical Speci fi ca tions as described be low. • Drawings as described be low . S P EC IFICATrONS S pecification Se ction 08331 -Ove rhead Co ilin g Doors • Remove paragrap h 1.03 C from Specification 0833 1 Overhead Coi ling Doors as fo llows: 1.03 PERFROMANCE REQUfREMENTS C. O1~er0bililJ' tmder Wind Loael: Des ign O\'erheeel coiling doors to remain o~ernble un eler Elcsigu w+tte-load , aeting inwnrd anel outward. Specification 150 66 -Stainless Steel Pip e and Fitti ngs • Revise paragraph 2.0 I Stain less Steel Pipe to read as fo llows: • 2.01 STA INLESS STEEL PIP E: A. Manufacturers: I. Douglas Brothers 2. Felker 3. J.F. Ahern 4. Dixie Southern B. Materi31: I. Ty pe 3 16L sheet a nd plate per ASTM A240 . 2. Maximum carbon con tent of 3 I 6L material limited to 0 .03 percent. CAo Drawin g 00 C-3 03 Ya rd Pipin g Plan Ill Enlarge d Plan at Orbal Pipi ng • Revise location of 18'' isolation plug valve as illustrated in partial drawing below: 00 C-3 03 If you require additional information, pl ease post a question on our Bid Sync (www.bidsync.com) bidding platform under the solicitation for this project. Pl ease sign below and retu rn a copy of thi s Add endum with yo ur s ubmittal for th e above 1~(· /d so.lici 4 tation . , I/~ Patrick H. Carr, Pres ide nt & CEO 05116/2023 ---------(S ignature) Date Poole & Kent Company of Florida (Name ofFim1) CAO Co~~Y County ~ Procurement Services Division Email: Kristofer.lopez@colliercountyll.gov Teleph one: (239) 252-83 75 Add endum #8 Date: May 3. 2023 From: Kristofer Lopez, Procurcmenl S1ratcgis1 lnlcrested Bidders To: Subject: Addendum #8 Solicitation #23 -8116 -NCWR.F PrctreaLmcnt Facility The following clarifications are issued as an addendum identifying additions to the solicitation document for 1hc rercrenced sol ici1ation. Ridders shal l reflect all clar ifications , add i1ions, and changes in 1hc ir final bids . Addendum #8 includes additional information to: • Drawings as described below . DRAWI NGS Drawing 00 E-60 1 Ar ea C la ss ification and Lurninaire Sched ul es • Low-voltage ca bling inforrna1ion has been added 10 00 E-60 I Co mmunication s Wiring as illustrated in partial drawing below: 00 E-601 COMMUNICATIONS Wlf!ING: ICJ \"C VENDOR SUPPllEO CABLE IFJ l"C. 2~ STRAND FIBER OPTIC CABLE lfll l"C. I FIBEROPTICPATCHCASLE IF21 l"C. 2 FIBER OPTIC PATCH CI\BLES 1111 3/4"C.1-CAT6CABLE 1121 3/4 "C. 2-CAT 6 CABLES 1131 314"C , 3-CAT 6CABLES ICL21 3/~"C. (I) 18X6 CONDUCTOR CABLE (TYPE Ct.2). !ACCESS CONffiOl) (CL2-2) 314 ·c. (2) 18X6 CONDUCTOR CABLE (TYPE CL2) • (ACCESS CO.'ITRot) CAO Dniwing A-001 El ec t rical Buil di ng Li fe Safety Plan • Occupancy has been updated lo 5. Classification has been upclaled lo \'1oderate-Hazard Factory Indu strial F-1 per FO C Chapter 3 classifica tion. Classification has been updated per FBC Chapter 3 classification. Classification has been updated per FBC requ irement s. Refer lo parti al drawing below: APPUCABLE NOTES FlORIOAOVII.Olt.'GCOOE !F8C1 6TH EOfllON (:m,J). BVllDINC FLORIOA BVJlOENG COOE (Fee,. 6TH EOfflON 12020). ENEHGY CONSERVATIOt. H.OH<OA AUILO<NC CODE ff8C), 0TH EOETION (2020). MECtlANK:.Al FlOHIOA F(ftE PREVENTION COOi: (FFPCI 7TH eomoH (2020), NFPA 101 LIFE SJ\fETY COOE/NFPA I FIRE COOE 2021 EDITION NATIONAi. ELECTRICAi. CODE INECi 2020 EDITION· NFPA 70 ST"-~OAA!) FOR PORT/Jllf fltE fXTtlGUISltERS 2011 EDITION, HfPA 10 -✓~----,✓·y .r---.. ,......_ . ,---._ . /\ l oc-BUll,QING • Y"" v-~ r···,,...'\~-✓---.. ill \1) USE & OCCUPANCY CLUSIFICATIO>I (CHAPTER l ): \ ''° A 0<;CUPANCY • MOOeRATE-1-IAZAAO FACTORY INDUSTRIAi., GROUP F-1 j '-. .,r--'\.... /-'\_ /-A_ .,._..\ /A ....J. • .A, . J\ I 2) 8Ull.'t»NO HEIGHT & ARCA (Cil'APT£1{ >) -......,-,.__,, , /-,_/· AUOVIED PROVCIEO A. AUOWASI.E HEICHr 55n 27FT 8 BUI.DING HE!Glfl IN STORIES. C HUii.DiNG AAEA 2 I I~ IOOGSF !'>17 GSF l) CONSTRUCTION TYPE (C HUTER &): A l'IPE I B NOH-SPR»IICI.ERED flRE.flUISTANCE RATING REOUIRE .. ENTS P11J,1,,nv smucT\IRAI. FRNAE o exrERIOR BEAI\ING WAllS 0 INTERIOR BEAfllNG Wl\lLS 0 INTERIOR NONBEAAINC WALLS 0 FLOOR CONSTRUCTION .lNO ASSOCI/I TEO SECONON1Y •IEMBERS 0 ROOF COHSflltJCTION Al<O ASSOCIAT[O SECONOARY MWBEHS 0 •I MEANS OF EGRESS (CHAPTER 10t OCCUPANCHOAO Cl\lCUlAflONS J r ~ OCCUPANT lOAO PCR f ABLE 100< 1 2 , ✓ '\,,-.,.--\ SPACE AAEA (SFJ OCCJSF ( OCCUPANCY LO•O \& ElFCT R'1 •ao 100 5 ) \ _,,.-J\ _ _,/'.,1' 8 EGRESS WIOTH 1'1:R SECTION 1005• X0.2 INC>fES • 08'NCHES • <t fl 11EO'O. llo4 INCHES • /.113 fl ACTUAL EGRESS ?110VIOEO C EXIT ACCESS TRAVEL OISTANC~ PClt 1"8LE 10 17 2 2ilO n •Wt FOO NON-SPRINKLERED BUII.D~IC 0 IIU'1BER OHXlfS PfR TABLE UlOl ll occurN<CY PER fLOOII Of' 1-500 . UlNMUM 2 EXITS E MAX•AUMCOMMONPMHOFTHAVEL 75nPCRIASI.E100621 5) FIRE EXTIHGUISHERS (NFPA 10): •. MINUAUIA I l'ER 3000 SF !~H GSF) • 1 r e REOU<HEO 2 FE PROVIDED B '1AXIMUM 75 fE[T TRAVEL DISTANCE C OHY CHEMOC,,I TYPE Ut.O UlRAIEO t!fU.AfETY i;ENERAL NOTES • 1. ALL EXITS DISCHARGE ONTO A VAAD OR P\Jlll lC WAY 2. BUILDING IS INTENDED ro BE UNMANNED Al All rn.,es. UNLESS •WNTENANCE Of EOUIPMFNT IS REOOREO 3.FOR FIRE Al.AI\M ANO EMERGENCY LIGHTING SEE ELECTRICAL P\HIS If you req uire additi onal infonnati on, please post a question on our Bid Sync (www.bidsvnc.com) bidding platform under the solicitation for th is project. Plea se sig n below a nd r eturn a copy of this Addendum with yo ur s ubmittal for the above ~nCf d solicita ti on. k;'.~ Patrick H. Ca rr, President & CEO 05/16/2023 (Signature) Date Poole & Kent Company of Flori da (Name of Firm) CAO Procurement Services Division Emai I: Kristofer.lopez@col liercountyfl.gov Te lephone: (239) 252-8375 Addendum #9 Dale: F rom: T o: S ubject: May 4, 2023 Kristofer Lopez, Procurement Strategist Interested Bidders Addendum #9 Solicitation #23-8116 -NCWRF Pretreatment Facility The following c larifications arc issued as an addendum identifying addi ti ons 10 the solicitation document for the referenced solicitalion. B idders shall reflect all clarifications, additions, und changes in their final bids. C ha nge l : As reads: Bid ends on May 9, 2023 @ 3:00 P.t..4 EST ·ow reads: Bid ends on Mav 16, 2023@3:00 PM EST C hange 2: Removes Attachment 23-8116 Exhibit J Section 15109 Electric Motor Actuator and Appurtenances Revision I Add e ndum #9 includes add itiona l inform ation to : The following attachments have been uploaded • Attachm ent Specificat ion Section 23-81 16 Exh ibit J 07180 Traffic Coatings Revision I • Attachment Speci Ii ca tion Section 23-8116 Ex hi bit J High Perfo1111ance Resinous flooring • Auachment Specification Section 23 -8116 Exhibi1 J l 5 109 Electric Mo1or Actuators and Appurtenances Revision 2 • Attachment Specification Section 23-81 16 Exhibit J Level Sensor -Submersible Pressure Techni cal S peci fi cati o ns as described below. Drawin gs as descri bed below. S PEC! FICA TIO NS Specification Section 071 80 -Traffic Coa tin gs • Replace Section 07180 Traffic Coatings with the attached Section 07180 Traffic Coatings. Specification Section 09672 -Hi gh Performance Resinous Flooring • Added Section 09672 -High Performance Resinous Flooring Sp ecification Section 13622 -Submers ib le Pressure/Level Sensors • Added Sectio n 13622 -Submersib le Pressure/Leve l Sensors Sp ecification Sec ti on 15109 -Electric Motor Act uators for Valves and Slide Gates • Replace Section 15109 Electric Motor Actuators for Valves and Slide Gates with t he attached Section 15109 Electric Motor Actuators for Valves and Slide Gates. CAO Drawing 10 S-502 Pipe Support Details • The curb spans bcrween pipe suppor1s . It is independent of ihe pipe su pport and does not require a footer nrnde is e ua l on both sides of emb . Refer ,artial drawin below: 10 S-502 ~ ~ ' : i j i ~ I j ~ = f I tQJti:.IOUf\-1 Mt;...,. •"ll• 1)"0..~f#~1't"t .,...7',.•,o• •hlO•()Oit• Vt'it'l.t Oi»-...O•c •o-ro;&. , ..... .I ,1 ) , / t -·-· ... t -, t , I f I .,, • .,.,t<ll.lli '<M•• """'i,;,A',0, ... ,.,,,00,.,-,..:•.,,'0l ""'.U "' -"VII-UOll'fti.:ff\f tJ.,,....ffl l-'-'-OS#ff.1111'"-C'#._U. ••- .. ..c-·roc , .. ,.,. w,~t1etu>(AA:.r A.'\IY!IIUI If you require additiona l infonnation, please post a question on our Bid Sync (www.bidsync.com) bidding pl atform under the so li citation for this proj ec 1. Please sign below a nd return a co py of this Addend um with yo ur s ubmittal for the above ~,cnced solicitation. ~~ Patrick H. Carr, President & CEO 05/16/2023 (Signature) Date Poole & Kent Company of Florida (Name of Firm) CAO Co llier County Solicitation 23-81 16 Director, Proc uremen t Serv ices Division fORM I -BID RESPONSE FORM BOARD OF COUNTY COMMI SS IO NE RS COLL IER COUNTY, FLORIDA No rth Cou nty Water Reclamation Facility (NCWR~) J>rct rca lmcnt Facilit~• BfD N O. 23-81 16 Fut t Name of Bidder Poole & Kent Company of Florid a Main BuRincss Add ress 1781 N.W . North River Dr iv e Miami FL 33125 Pl ace ofBusiness 1781 N.W. North River Drive, Miam i, FL 33 1 25 Te lephone No . 305-325-1930 Fax No 305-324-0522 State Contractor's License II_C~G~C~0~6~1~8_0_8 _____________________ _ State of Florida Certificate of Authority Documen t Number_F_0_4_0_00_0_0_3_7_5_1 __________ _ Federal Tax Id entification Numbi.:r_7_5_-_3_1_63_4_6_6 ___________________ _ D UNS II N/A ----------CCR# N/A Cage Code _N_I_A _____ _ To : BOARD OF COUNTY COMMISSIONERS OF COLLIER CO UNTY, FLORIDA (hereinafter called the Owner) The undersigned . as Bidder declares that the only person or parties imcrcstcd in thi s Bid as principals arc those named herein , that this Bid is su bmitted without collusion with any other person, firm or co rpora tion ; tha t it has carefu lly examined the location of the proposed Wo rk, the proposed form of Agreement and all other Con tract Documents and Bonds. and the Co ntract Drnw ings and Spccilications. Bidder pmposes, and agrees if this l:lid is acccplctl. Bi dder wil l execute the Agreement incl uded in the Bidding Documents, to provide all necessary machinery. tools. apparatus and other means of construction, including utility and tran sportation services necessary to do all the Work, and furnish all the materials and equipment specified or referred to in the Contrnct Doc uments in the manner and time herein pre scribed and accordi ng to the requiremen ts of the Owner as therein set forth. furnish th e Con tractor's Bonds and Insurance specified in the Genera l Cond iti ons of the Co nt rac t, and to do all other things required of the Contractor by the Co ntra ct Documents, and th al it will l,ikc fu ll payment the sums set fort h in the following Bii.l Sd1eclule : Unit prices sh:tll be pro vided in no mor e th:in two decimal points, and in the case wh ere further deci ma l points arc inadvertentl y provided, roundin g to two decimal points will be cond ucted by P rocu r ement Se rvices Division staff. Upon noti fi cation that i1s Rici ha s been awarded, the Successful Bidder wil l execute the Agreeme nt fo rm attached 10 the Bidding Documen ts within ten ( I 0) calendar days ancl d..:liver the Surety Bond or Bond~ and In surance Ccrtilicatcs as requi red by the Contract Documents. The bid security attached is to become the property of the Ow ner in the eve nt the Agreeme nt, Insurance Certificates and Bond s arc not executed and de li vered to Owner within the time above set forth. as liquidated domagcs, for the de lay and add iti onal expense 10 the Owner, it be ing recognized that. si nce time is of th e essence. Owner will suffer financial loss if the Successful Ridder fa il s 10 execute and deliver to Owner the requin:d Agreement, Insurance Certificates and Bo nds within the required tim e pc1iod. In the event of such fa ilure, the tota l amount of Ow ner·s damages. will be difficu lt. if no t impossible, to defini tely ascertain and q uantify. IL is he reby ag reed that it is appropriatt: ancl fair that Owner receive liquidated damages from the Successful Bidder in the 51412023 6:0~struction Solicitation Doc rev 041 52022 p.6 CAO Collier County Solicitation 23·8116 event it fails to execute and de liver the Agreement, Insurance Certilicatcs, and Bonds as required hereunder. The Successful Bidder hereby expressly waives and relinquishes any right which it may have to seek to characterize the ahove no ted liquidated damages as a penalty, wh ich the parties agree represents a fa ir and reasonable estimate of Owner's aenrnl dam ages at the time of bidding if th e Successful Bidder fa ils to execute and deliver the Agreement, In surance Certificate s, and Bonds in a timely manner . Upo n recei pt of the signed and approved agreemen t and Pmclrnsc Order, the undersigned prop oses to commence wo rk at the site within five (5) ca len dar days from the commencement date stipulated in the writ'tcn Notice to Proceed unless the Project Manager, in writing, subseq uently not ifies the Contractor of a modi lied (later) com mencement da te. The undersigned furt her agrees to substantially co mplete all wo rk covered by th is Bid within eight hundred and sixty- four (8(,4) consecu tive calenda r days. comp u1cd by cxcludin~ the commencement date nnd including the Inst day of such period, and to be fully com pleted 10 1he po int of lirrnl acceptance by the Owner with in sixty (60) consecutive ca lendar days attcr Substantial Co mpl clion, comput ed by excluding co mmcnccmcm date and includi ng t he lasl day of such period. Ac ceptance and acknowledged by an Authorize Age nt s;g.,,.Cj2~ Patrick H. Carr Title: President & CEO Date : May 16, 2023 514/2023 6:0 :<Mttstruction Solicitation Doc rev 0415202 2 p . 7 CAO CE RTIFI CATE Of ASS IST AN T SECRE TA RY OF POOLE & KENT COMPA~Y O F FLORIDA The und ersigned. Dav id A. Str ic kland , certifies that he is the du ly elected, qu a lifi ed, and ac tin g Ass istant Secreta1y o f Poo le & Kent Co mpany o f Florida, a corporatio n dul y orga nized and ex istin g under th e laws of Delaware w ith a busi ness address of 178 1 N.W . No rth Ri ver Dri ve, Mi ami , F L 33 125 and th a t as Ass ista nt Secretary . he is the keeper of th e corporate records and seal of sa id Corporati on. 202 3. Th e unders ig ned fur ther ce rt i fi es: I . Attached hereto as Ex hibit A is a tru e, eo1Tce l, and complete copy of resol utions adop ted upo n writte n co nsen t of th e so le d irec tor of th is Co rpo ra tion dated as o f May 16, 2023; and sai d resolut io ns do no t co ntra ve ne any prov isio ns o f th e cert ifi cate of in corporati on or by - laws of sai d Corporation, and have no t been resc in ded o r modifi ed in any respec t bu t still rema in in full fo rce and effect. IN WITNESS WH EREO F, I have here unt o set my han d thi s I 6t h day of Ma y. ~~~ Poole & Kent Com pany of Fl ori da, a Delaw are Co rpo rat io n 178 1 N. W. North Ri ve r Dri ve, Mi am i, FL 33 125 Page I of2 CAO EXHIBlT A CERTIF ICATE OF ASSIST,\ NT SECRETARY POOLE & KENT COM PA . 'Y OF FLORIDA RESOLVED , that Patrick H . Carr the duly elected President and Chief Executive Officer, Brian D. MacC lu gage th e duly e lected Executive Vice President and Assistant Secretary, and David A. Strickland, the du ly elected Senior Vice President and Assistant Secretary of rhe Company, be and each hereby are, authorized , empowered, and directed to execute and subm it a bid and all related bonds , agreements, and contract documents related Lo the Co lli er County No rth County Water Rec lamation Faci l ity (NCWRF) Pretreatment Faci l ity, Solicitation No. 23-81 16, and s uch other in struments in writing as may be necessary on behalf of the said Corporation, and that th e Contract, Bond, and other such instrum ents signed by him shall be binding up on the said Corporation as it s own acts and deeds. Page 2 of 2 CAO Collier County FORM 2 -CONTRACTOR'S KEY PERSONNEL ASSIGNED TO THE PROJECT North County Water Reclamation Facility (NCWRF) Pretreatment Facility Please see attached. Construction Solicitation Doc rev 04152022 5/4/2023 6:05 AM Bid No . 23-81 16 Personnel Category Construction Superintendent Project Manager Solicitation 23-8116 CAO p.8 Peele & Kent Compa , o; ::1orda Exrx:'•t:flCE & Cua! i:",WWI:, FORM 2 -CONTRACTOR'S KEY PERSONNEL ASSIGNED TO THE PROJECT North County Water Reclamation Facility (NCWRF) Pretreatm ent Facility Bid No. 23-8116 The proposed/potential personnel ass igned to this project are as follows : Name Personnel Catei:iorv Bradlev Ruc ker Construction Superintendent Dave Sorinohetti Construction Superintendent Tom Kemink Construction Superintendent Dav id Blanchard Proiect Manaaer Res umes are attached fo r propose d/potential personnel. Bid \o 23-8110 ~ Poole & Kent ConrroctorG CAO ~ Poole & Kent Contractors An EMCOR Company Bradley Rucker Superintendent Mr. Rucker joined our firm in 2017 and has over 30 years of experience in the construction industry and has an excellent understanding of the construction process. His expertise i ncludes new construction, addit ions, remodeling, finish work, concrete construction, demolition, civil work, plans and shop drawing/submittal review. He has extensive coordination abilities and experience with numerous subcontractor disciplines. He is dedicated to jobsite safety and well versed and certified in company and OSHA safety policies. In September 2018, Brad l ey was awarded AECOM's Safety Star Award for his performance at Central Dist rict WWTP. Position Superintendent Education Ohio State University Business Management - Associates Experience 31 Years Joined Firm 2017 Training and Certifications • OSHA 30-Hour • First Aid, CPR, AED • Accident Investigations • OSHA Inspections • Competent Person - Confined Space • Competent Person -Fall Protection • Fall Protection & Excava!ion Relevant Responslbllitles • Subcontractor Coordination • Project Scheduling I Phasing • Field Management • Manpower Loading & Forecast • Jobsite Safety • OSHA Safety Policies • Shop Drawing/Submittal Review Relevant Expertise • Consent Decree Program • Wastewater Treatment Facilities • Headworks • Cogeneration • Electrical Improvements • Odor Control Systems • Ventilation • Biosolids • Maintaining Plant Operations Design-Build Services for the Construction of South District WWTP and Central District WWTP Sludge Thickening and Dewatering Buildings, DB18-WASD-02 I Mrami This $195 million proJect includes the design, construction, and commissioning of new thickening and dewatering facilities at two operational wastewater treatment plants including all civil/site, process mechanical, architectural, strucutural. electrical, instrumentatoin, plumbing, HVAC, f ire protection, odor control requirements. and all other components to facilitate the operation of the new facilities as required . Bradley is responsible for supervising the fie ld construction activities at Central District WWTP. CD 2.19(2) Co-Gen Facility and 2.01(6) Electrical Improve ments, 8-891 I Miami This $36 million project consisted of installing a new Biological H2S Biogas Treatment System including five bioreactor vessels and equ ipment containers. a new Co -Gen Switchgear Building that will replace the existi ng electrical rooms in the Co-Gen Building and substations No. 17 and 18, a new Biogas Treatment electrical Building. installation of biogas piping from the Plant 1 digesters to the Biological H2S Treatment System and from the Biological H2S Treatment System to the co-generation engines in the Co-Gen Building, and replacement of eight rotary sliding vane compressor systems. CD 2.03 and 2.04 Plant 1 and Plant 2 Headworks Upgrades, 2.18(1) Odor Control Systems and 2.25(2) Ventilation Improvements, 8-880 I M1amr This $15 million project included the construction of two new electrical buildings, performing structural modifications within the bypass channel and grit chamber at headworks for both plants. installation of owner furn ished equ ipment to include eight (8) perforated plate screens, four (4) slu ice conveyance systems, four (4) washer compactors, two (2) RTUs, installation of six (6) blowers, sixteen (16) stop gates, six (6) slide gates. four (4) rectangular butterfly valves, two (2) booster pumping system for screens, watermain extensions at both plants with back flow, flowmeter and bypass assembly to supply water to screens. Odor control equipment. tanks, ductwork, rollup door replacement. refurbishment of chemical un loading stations within existing air scrubber building area at headworks for plants, performing piping modifications and providing knife gate valves with motor operators at Plant 2 Oxygenation Tank area for each of the four trains. performing RAS line replacement and installing n ew RAS p iping, plug valves with motor operators, flowmeters at Plant 2, installing gas detectors at existing air scrubber buildings and headworks bu ildings, and making ventilation improvements at the existing air scrubber bu ildings. East Central Regional WRF Biosolids Improvements I West Pa lm Beach This $97 million project included converting Sludge Decant No. 1 to an Aerated Waste Act ivated Sl udge (WAS ) Storage Tank, including rehabilitation of the tank structure, insta ll ation of a new coarse-bubble diffused aeration system, and construction of a new blower building; Convertrng Sludge Decant Tank No. 2 to a Centrate Equalization Tank, includ ing rehabilitation of the tank structure, insta llation of mixing equipment and construction of a new equalized centrate return pump station; Upgrades to the existing Grav ity Belt Thickening Facility, including installation of new gravity belt thickener feed pumps, refurbishment of three gravity belt thickening systems, installation of a new gravity belt thickener, and installation of a new liquid polymer storage/feed system; A new Th ickened Waste Activated Sludge Storage Tank, consisting of two cells, each equ ipped with a vertical mixer; A new Temperature-Phased Anaerobic Digestion Fac ility, including six (6) digesters, sludge pumping and heati ng equ ipment rooms. a boi ler room. a digester gas compressor room, and waste gas burners; A new Digested Sludge Holding Tank, consisting of three cells. each equ ipped with a vertical mixer; A new Centrifuge Dewatering Facility; a three-story building containing four h igh so lids centrifuges, four sludge cake storage hoppers, sludge cake conveying equipment, a two-lane truck loading station and a liqu id polymer storage/feed system; Two (2) new Septage Receiving Stations and a new FOG (fats/oils/greases) Receiving Stati on; A new Ferric Chloride Storage and Pumping Facility; New biosolids odor cont rol facilities; Converting the existing aerobic digester to Aeration Basin No. 1, including structural demolition, new baffle walls and walkways, a new fine-bubble diffused aeration system, anaerobic zone vertical mixers, and influent and effluent structures; Sitework, including but not limited to, new gravity drain piping network, new storm water collection network, new process yard piping, grading, paving and striping; Expansion or electrical power distribution system: Expansion and upgrades to existing SCADA system; Demolition of existing infrastructure to facilitate new construction. ' Page 1 of 1 CAO E. Poole&Kent ,;;:- Contractors An EMCOR Company David Springhetti Superintendent Mr. Springhetti has supervised construction projects since 1978 and has an excellent understanding of the const ruction process and the plans and specifications associated with water and wastewater t reatment plants. He joined our fi rm in 2006 and has been on some of our largest construction projects. His expertise includes new co nstruction, additions, remodeling, finish work, concrete construction, demol ition, rebar and miscellaneous metals, c ivil work, plans and shop drawing/submittal review. He has extensive coord ination abi lities and experience with numerous subcont ractor disciplines. He is dedicated to jobsite safety and well versed and certified in company and OSHA safety polic ies. Position Superintendent Experience 36 Years Joined Firm 2006 Training and Certifications • OSHA 30-Hour • First Aid, CPR, AED • Confined Spaces • Bloodborne Pathogens Relevant Responsibilities ■ Subcontractor Coordination ■ Project Scheduling/ Phasing ■ Field Management ■ Manpower Loading & Forecast ■ Jobsite Safety ■ OSHA Safety Policies ■ Sllop Drawing/Submittal Review Relevant Expertise ■ Water/Wastewater Treatment Facilities ■ Pump Stations ■ Design-Build Projects ■ Fast-Track ■ Chemical Systems ■ Reverse Osmosis ■ Dewatering ■ Filter Systems ■ Clarifiers ■ Odor Control ■ Concrete Structures ■ Wet Tap Installations ■ Mechanical Installations Little Road WTP Pu mping Station Upgrades I New Port Richey Th is $14.5 mi llion project consists of construction of a new 20 MGD pump station located within the existing property of the Li ttle Road WTP. Work includes, but Is not l imited to construction of a new pump station facil ity/structure with (5) f ive MGD pumps, a new chemical storage and feed fac ility, new chemical injection po ints, electrical improvements. i nstrumentation and controls improvements, yard piping improvements. expans ion/modification of existing storm drainage system inclusive of existing pond, civil site work, truck access improvements. and the demolition of several existing and unused facilities. Sout hwest WRF New Headworks and Chlorine Contact Chamber Rehabilitation and Recha rge Well Pu m p Station I Bradenton This $19 million project cons ists of two sub-projects 1 ) const ruction of a new Headworks and 2) rehabilitation of Chlor ine Contact Chambers and construction of a new Recharge Well Pump Station. The new Headworks consists of demolition of existing Headwork Facility, asphalt and concrete pavement, and Longboat Key (LBK) metering station and sample station; new elevated headworks structure including new lift station . yard piping. drainage, asphalt parking and other civil improvements; new LBK forcemain metering and sample station and ancillary components; new mechan ical screens. grit removal system. booster pump skid, infrastructure for County-procured odor control system and related mechanical , instrumentation and control. and electrical systems including NFPA-802 compliant electrical and ventilation system and remote MCC distribution: demol ition of existing headworks, removal or abandon and grout fill ex isting yard piping; painting of Headworks interior and exterior concrete surfaces. pi ping and equipment; and pa inting of Splitter Box #1 exterior concrete surfaces. The Recharge Well Pump Sta t ion and Ch lorine Contact Chamber (CCC) rehabilitation consists of construction of a new Recharge We ll Pump Station on top of the existing CCC structure; Piping and valving needed to isolate lake water return from new Recharge Wel l Pump Station wet well in add ition to piping to connect Recharge We ll Pump Station to Recharge Well inj ection line: improvements at the CCC including new FRP covers, coating system, mixers. misc. handrail, compliance and sampling instrumentation modifications. removal and replacement of slide gates, and provisions for temporary basin dewatering pumping; improvements at the Anox ic Basins, including a channel extension and new coarse screen for the Headworks bypass piping, bypass piping mod ifications, removal and rep lacement of slide gates. and aluminum covers over channel and miscellaneous openings; demolition of existing DAF Po lymer Bu ilding, CCC Blower Building, and primary sludge pumps and piping. vi. Liqu id ammonium sulfide metering pump skid, slab on grade, and piping to CCC ; new 5kV loop, switchgear modifications and associated demolition; NETA testing of electrical systems including wiring; and pa i nting of pipe and mechanical equipment. SEW RF RAS/WAf3 Upgrade and Plant Dra in Pu mp Stat ion I Bradenton This $5 million project consists of two sub-projects 1 ) RAS/WAS Pump Station improvements and 2) Plant Drain Pump Station. RAS/WAS Pump Station Improvements Project consists of demolition of the existing three (3) Return Activated Sludge (RAS ) pumps, existing four (4) Waste Activated Sludge (WAS) pumps, existing four (4 ) pneumatic scum ejectors and all associated above-grade piping, valves, and appurtenances: demolition of the existing compressor and above grade air pipe and appurtenances that service the exist ing scum ejectors: i nstallation of three (3) new RAS pumps, four (4) new WAS pumps, four (4) new scum pumps, and all associated above-grade piping. va lves, and appurtenances; demolition of the five (5) existing manual gate actuators at the secondary clarifier sl udge splitter box and installation of new electric actuators for each gate, including a local control station; new electrical. instrumentation and controls to replace the existing. Plant Drain Pump Station Project cons ists of demolition of the existing South Plant Drain Pump Station (PDPS) pumps and associated piping, valves, and appurtenances; installation of new South POPS pumps, piping, valves and appurtenances; installation of a triplex West POPS pumps, piping and appurtenances; installation of a new packaged, duplex East PDPS pumps, piping and appurtenances; yard piping and tie-ins; modifications to the existing North PDPS control panel; new electrical, instrumentation and controls (l&C) to replace the existing and power/control the new equipment; and new LED lighti ng at the existing North PDPS and South POPS. Page 1 of 3 CAO SWWRF & SEWRF Belt Filter Press Rehabilitation I Bradenton This $4.6 million proj ect includes the demolition of sludge feed pumps, polymer feed pumps, belt filter presses/associated equipment, screw conveyor, d(!?molition and replacement of the HVAC System, doors and windows, insta ll ation of new belt filter presses, polymer feed systems and pumps, screw conveyors, sludge feed pumps and modifications to the electrical and control systems. 'NWTF Replacement I Bow ling Green This $5.1 million project included major improvements to a 0.320 MGD wastewater treatment faci lity wi th secondary treatment , and basic disifi nection, includ ing replacement of the existing activated sludge plant with an Ox idation Ditch plant, construction of two new clarifiers, additional chlorine contact basin, new motor control center , and various pumping, piping and electrical modifications for a complete and operable system. Southwest WRF Capacity Upgrades -Effluent Feed Pipe IW-1 to IW-5 I St. Petersburg This fast-track project increased treatment capacity for peak flows associated with th e wet weather events. Poole & Kent ·s portion of work included installation of pipe from Injection We ll No. 1 to Injection Well No. 5 . Southwest WRF Capacity Upgrades -CCT & Chemical Feed I St. Peters bu rg This fast-t rack project increased treatment capacity for peak flows associated with the wet wea t her events. Poole & Kent's portion of work included the installation of slide gates. pumps, and chem ical induction m ixer system at the existing faci lity. Southwest WRF Capacity Upgrades -CCC Influent Modifications I SL Petersburg This fast-track project increased treatment capacity for peak f lows associated with th e wet weather events. Poole & Kent ·s portion of work included influent modifications, including temporary relocation of existing equipment, temporary dewatering, place concrete wall, slab and stair landing for the structure, insta ll miscellaneous metals, coatings, installation of two slide gates, remove and replace 16" ductile iron pipe, and related. Southwest WRF Capaclly Upgrades -Clarifier Upgrades & Disk Fitters I St. Petersburg Th is fast-track p roject increased treatment capacity for peak flows associated with the wet weather even ts. Poole & Kent's portion of work included modifications to the three existing secondary clarifiers. additional piping, and installation of new filters. WWRF Disinfection and Effluent Pumping Improvements I Largo This $13.6 million project includes modifications and co nversion of the existing chlorine gas disinfection system to a combinat ion l iquid chlorine and peracetic acid disinfection system; Modifications and upgrades to the effluent pumping system; Construction of new chemical storage/chemical feed fa ci lities; construction of a new electrical building; Installation of a new standby generator; and associated yard piping modifications. Howard F. Curren AWTP Denltrificat ion Fitter Media Replacement, Phase Ill I Tampa This $3.3 million project comprised furnishing al l labor, ma terials, and equipment to remove and replace twelve (1 2) dual cell Denitrification Filter underdrain blocks, f ilter media and su pport gravel including the fabrication of two (2) stainless steel stop logs, installation and removal of the stop logs, removal and repla cement of twelve (12) 20-inch kn ife gate va lves on the filter effluent pipe, cleaning, remova l and proper disposal of debris with all associated work required for a complete project in accordance with the Contract Documents. Northeast WRF Clariflers 5-8 Rehabilitation I Clearwa ter Th is $1.6 mi llion project included the rehabilitation of four existing circular clarifiers at the existing Northeast WRF, including m iscellaneous improvements to clarifiers 1-4 and to the South and North RAS pump houses. East Water Reclamation Facility Effluent Fitters Rehabiltatlon I Cl earwater This $1.2 million project consisted of rehabilitating the existing effluent filters and replacement of a portion of the compressed air system and chemica l clean ing systems; furnishing and installing a new main f ilter panel, fiber optic cab le and plant SCADA work; and the replacement of the air operated filter valves. Chlorine Piping & Chemical Building Improvements -D.L Tippin WTF I Ta mpa The project comprised of replacing the carbon steel gas and liqu id chlori ne piping, va lves, and appurtenances: removing and replacing one roll-up door, in-kind; removing and repla ci ng one roll-up door with a new masonry wa ll and fo undation: pressure washing and painting the interior of the Rail car Room; replacing lighting fixtures in the Rail Car Room and Ch lorine Room and all associated work required for a complete project. WTP No. 2: Reverse Osmosis Plant Site Expansion I Clearwater Th is $20. 7 million project included the construction of a 6.5-MGD brackish reverse osmosis water t reatment plant expansion to include raw water supply and a deep inject ion well for concentrate disposal at the City's existing Water Treatment Plant No. 2. The project included the following components: civil site improvements. select demolition; new reverse osmosis treatment system; ozone treatment system; iron treatment system; transfer pump system; five chem ical feed systems; one new finished water ground storage tank and existing storage tank modifications; one new concentrate ground storage tank; new high service pumps, motors, and VFDs; electrical, plumbing, and HVAC systems; control and alarm system modifications; oulk storage shelter enclosu re; and miscellaneous buildings for offices. co ntrol room, laboratory, restrooms . meeting areas, and re lated . Florida International UniversitySatelllte Chiller Plant I Miami P&K was contracted by FIU to manage the construction of the new Satellite Ch iller Plant as Construction Manager. The project consisted of the construction of a new 14,000 square foot CEP building and includes the installation of (2) 1 ,500-Ton cooling towers with (6) pumps Springhetti continued Page 2 of 3 6 Poole & Kent ,,. Contractors An EMCOR Company CAO including (2) 30 HP primary ch illed water pumps, (2) 100 HP condense r water pumps, and (2) 250 HP chilled water pumps. Furthermore, the contract requ ires the installation of 500' of 24" and 18" underground ch illed water pipe to the existing chilled water loop. The project required extensive coordination and detailed planning as it's located on a busy college campus. Improvements to the Existing Cogeneration Facility at the South District WWTP I Miami Poole & Kent was awarded this highly complex design-build project in October 2011 with a contract va lue of $20 million. The project consisted of the upgrade to the existing Cogeneration System at the South District WWTP including design, perm itting, supply, fabrication/installation of four new 2,000 kW cogeneration units, programming of the equipment controls, system check out, start-up, reliability demonstration, performance testing, and warranty of all new cogeneration units and ancillary systems. South Miami Heights WTP RHSPS I Mia mi Th is $16.2 million project consisted of construction of (1) f ive-million-ga llon reinforced concrete reservoir tank with influent and effluent flumes and a high service pump building with (4) var iable speed 500 HP distribution pumps. Other elements included mass excavation through rock, (855) auger cast foundation piles, extensive dewatering, large diameter process ya rd piping and ancillary compressed air, vacuum priming, and pressure sustaining systems. SDWWTP HLD Upgrade to 285-MGD Filter System I Miami This $134 million project was the focal point of Miami-Dade Water & Sewer Department's $628 mill ion High -Level Disinfection (HLD) program at South District WWTP. Th is project is one of the largest deep bed sand filter systems in the United Stales, consisting of 30 cells measuring 15.25 feel by 88 feel with six feet of sand f il ter media and with space for future expansion up to 48 cells. In addition , the Contract included the construction of (2) Filler System Control and Pump Station Buildings, Flocculation Tanks, Backwash Tanks and a Polymer Building. Norwood-Oeftler Water Treatment Plant Expansion I Miami Ga rclens This $38.3 million project consisted of constructing a new 15-mgd combined nanofiltration and reverse osmosis water treatment plant at an ex isting lime softening plant. The contract also included the complete upgrade and integration of the existing lime softening plant control system into the new nanofiltration and reverse osmosis water treatment plant to produce blended finish water for distribution. Wastewater Repump Stations A, B & E Rehab I Fl. Lauderdale This $11.7 million project entailed the rehabilitation of (3) repump stations for the City of Fort Lauderdal e. Al l electrica l and mechan ical equi pment were replaced and upgraded including generators. All wastewater ductile iron lines associated with each respective pump station were replaced. A bypass system was installed to help manage the system's flow. Each station required a system shutdown where Poo le & Kent worked diligen tly to install the ductile iron pipe requ ired during the allotted time frame. Major equipment for this project included: (4 ) 450 HP horizontal non-clog pumps, (1) 2000 kw diesel-electric generator, (1 ) 900 kw diesel-electric generator, (1) 8,000 ga llon above- ground fuel storage tank, (4) 250 horizontal non-clog pumps, (3) 60 HP horizontal non-clog pumps, (4) 4160 V VFDs, and (7) 480 V VFDs. G.T. Lohmeyer WWTP Pumping System Improvements I Ft. Lauderda le Th is $12.5 m illion proj ect entailed the following: replacement and upgrade to al field instrumentation, the replacement of the 75 kva generator with a new 1000 kVa generator and motor contro l center, and upgrade the fuel storage tank to current Building Code standards. At Pump Station No. 1, P&K replaced (3) 10" sewage pumps with (3) 10" horizontal sewage pumps. At Pump Station No. 2, P&K replaced (3) sewage pumps with (3) 8" vertica l pumps. At Pump Station No. 3, P&K replaced all (3) 6" sewage pumps with (3 ) 6" vertical pumps. At the Dewatering Bu ilding. P&K replaced all (8) sludge pumps with new 6" sludge pumps. At the Effluent Pump Station, P&K replaced all (3) non- potable water pumps. Fiveash Water Treatment Plant Upgrades -Phase 1 I Ft. Lauderdale This $12.5 million project upgraded the entire water treatment plant's instrumentation and control system from the existing pneumatic control system to the state-of-the-art PLC and fiber optic control system. Poole & Kent also replaced the main plant's core control system, installed (4) new lime slakers with new controls and instrumentation, (2) 200 HP high service pumps, new polymer distribution system with (4) new polymer feed pumps, a new lime sludge thickening tank with (3) submersible pumps, a new aqueous ammonia storage tank and pump building with (2) 10,000 gallon steel storage tanks and (4 ) metering pumps, and miscellaneous valves and control upgrades throughout the plant. Fiveash Water Treatment Plant Filter Rehabilitation I Ft. t..1ude rd ale This $2.4 million project en tailed the rehabilitation of (6) of the existing (22) f ilters at the Fiveash Water Treatment Plant under the Waterworks 2011 program. During the completion of the contract work , the City of Fort Lauderda le increased our scope of work from (6) to (10) filters. Each of the ten f ilter rehabilitations included removal of the existing filter internals, includ ing the underdrain system, media and surface wash piping. The inside concrete surfaces of all rehabilitated f ilters were refin ished and prepared for the new underdrain and media installation. A new 316 sta inless steel surface wash system was installed in each filter, and each pair of rehabilitat ed filters was tested, disinfected, and placed back into operational service within six weeks of being taken out of service. Palm Beach County WTP No. 9 I Boca Ra ton This $29. 7 million project consisted of the replacement of the County's existing lime softening treatment plant with a new 25 million gallon per day (mgd) capacity NF process. The project also included demolition of the existing gas chlorine storage and f eed system and installation of a new chlorine generation and feed system, to reduce the risk to th e water treatment plant operators and surrounding community posed by the storage and handling of large quantities of chlorine gas. Poole & Kent received the Director's Award from Palm Beach County for this project. Springhetti conti nued Page 3 of 3 • Poole & Kent .,,. Contractors A11 FMCOR Company CAO -_ Poole&Kent "=?" Contractors An EMCOR Company Thom as Kemink Superintendent Thomas Kemink is a Project Superintendent with Pool e & Kent Company of Florida and has 37 years of experience in the construction fie ld , focusing on water and wastewater treatment over the last 20 years. His expertise includes new con struction, additions, remodeling, underground pipe, finish work, concrete construction, demolition, rebar and miscellaneous metals, civil work, p la ns and shop drawing/submittal review. He has extensive coordination abilities and experience w ith nume rous subcontractor disciplines. He is dedicated to j ob site safety and well versed and certified in company and OSHA safety policies. Position Superintendent Experience 37 Years Joined Firm 2015 Training and Certifications • OSHA 30-Hour ■ First Aid, CPR, AED ■ Bloodbome Pathogens Relevant Responsibilities • Subcontractor Coordination • Project Scheduling/ Phasing • Field Management • Manpower Loading & Forecast ■ Jobsite Safety ■ OSHA Safety Policies ■ Shop Drawing/Submittal Review Relevant Expertise ■ Water/Wastewater Treatment Facilities • Facility Expansions • Equalization Systems • Headworks • Bar Screens • Injection Well Pipelines and Wei/heads • Clarifiers • Return Sludge • Pump Stations • Chemical Systems • Filtration • Chlorine Contact Tanks • Aeration and Anoxic Basins • Effluent Pumping Marshall Street WRF Process Control Gate Repairs I Clearwate r This $3.2 milli on project includes the removal and replacement of the existing slide gates withi n the ae ration basins 4-13. Remova l of all accumulated gr it in the aeration bas ins, rep lace damaged or m issing elements of t he diffused air system and make structural repa irs with all ssociated work required for a complete project. NE WRF Im provements I Clearwater This $19.3 million proj ect includes modif ications to ex isting grit and primary treat ment and sludge blend and storage systems, and new flow equalization system . The project generally includes the follow ing: remo val of contents, concrete repairs and interior/exterior coating of existing sludge storage and blend tanks; demolition of existing aeration and mixing equipment; repa ir and refurbishment of odor contro l pipi ng, stair treads, and tank wa lkwa y; rehabilitation of sludge storage and blend tanks, pump stations, and ya rd piping includ ing installation of new mixers, new alumin um covers , new Truck Off-Loading Pump Station, new Anaerobic Digester Feed Pump Station, new in line grinder. new Dewatering Feed Pump Station; thickened pr imary sludge and t hickened WAS yard piping modifications: Northeast WRF pretreatment and primary t reatment improvements including demolition and paving activities, yard piping. conversion of existing picket thickener fac ilit ies to stacked tray removal syste ms, new continuous loop moving be lt filtration syst ems, new equa lizat ion basin, instrumentation and controls, electrical systems, rehabilitation of in-plant submersible lift stat ion; rehabilitat ion of existing primary clarifier effluent box channels: and all other necessary systems for a complete project. Howard F. CUrren AWTP Filter Building No. 2 Flow Met er Replacement I Tampa This $800,000 project includes t he removal and replacement of six (6) sluice gate actuators, two (2) 72" magnetic flow meters; pipes, valves. f ittings; fabrication and installation of three (3) stainless steel stop logs; and electrical/instrumentation wo rk with all associated wor k required for a complete project. Howard F. Curren AWTP Methanol Storage Tank Replacement I Tampa This $1.6 million project includes the removal of one (1 ) 100.000 gallon methanol storage tank and installation of two (2) 50,000 gallon methanol st orage tanks; modifications to the existing ethanol storage conta inment area to accommodate the new tanks; demolition and disposal of the existing tanks adj acent fiberglass brewery wast e storage tank; and ni ne (9) fiberglass liquid alum st orage t anks. Howard F. CUrren AWTP Screen & Grit Washers I Tampa Th is $4.6 million proj ect includes the removal and replacement of existing grit washers at the Screen and Grit Building No. 1 and Bu ild ing No. 2, all associated piping and appurtenances including installation of discharge chute and hopper cover, pi pe supports. flow meters. all associated electrical conduits, junction boxes, wiring, panels, stations, and MCC modifications. University Pumping Station Automatic Bar Screen I Tampa This $1.5 million proj ect includes t he removal of one (1) manually ra ked bar screen and replace wi t h one (1 ) automatic bar screen, washer/compactor, slide date with electric actuator an d associated elect rical and instrumentation work, miscellaneous concrete an d restoration work, remova l of existing PVC liner and application of a protect ive coating, installation of handrails, bypass pumping. pavement restoration and traffic control. St Pete SW'WRF capacity Upgra des -IW-5 Well Header I St. Pet ersbu rg This $367,000 project consisted of installation of approximmately 1 ,000 LF IW-5 wellhead piping from 24" 90 bend underground to the 24" isolation valve. St Pete SW'WRF capacity Upgrades -Effluent Feed Pi pe IW-1 to IW-5 I St. Pete rsburg This $544,000 project consisted of installation of approximat ely 2,000 LF pipeline from IW-1 to IW-5, including all requ ired pressure testing and flushing of installed piping. Page 1 of 2 CAO South County Advanced WWTP Clarifiers 1 and 2 Rehabilitation I Tampa This $1.3 million proj ect included t he rehabiliation of two 9 0' clarifiers at an ex isting advanced wastewater t reat ment plant. Proj ect improvements included: the disassembly, removal and disposal of all exist ing clarifier co mponents, center co lumns, drives, weir plates, scum baffles, scum baffle supports, scu m beac h plates and supports, wa lkway bridges an d handrails, f lush water piping; installation of new clarifier components incl uding center columns. RAS line clarifier conversion adaptor, drives, br idges and wa lkways, rotating mechanisms, full rad ius scum troughs with supports. weir plates, scum baffles, f lush ing wa ter system and walk-on lau nder cove rs with dual handrails and access ladders; modification of the drain sump as required to isolate sump f rom RAS ma nifold; temporary remova l and re-installation of disconnect switches and co ntrol panels for t he clarifier drives, lighting po les and lightning protection devices; re mova l and rep lacement of elect rica l condu it and wiring: two (2) new sludge blanket monitors complete with control pa nel, mounting assem blies, appurtenances, conduit and wiri ng; instrumentation, cont rols, elect rical conduit, wires. modifi cations to abandoned inf luent and RAS we lls; remova l of abandoned conduits. lighting poles, pump controllers. piping and va lves; conc rete su m p, sump pu m p, piping and all necessary appurtenances for a com plete insta lla tion; and re lated. Howard F. Curren AWTP HPO Gearbox & Mixer Upgrades & Piping I Tampa This $1 .4 million project requ ired t he remova l and replacement of (3) m ixer motors, (3) gearboxes. 42" diameter return sludge pipe, (2) 30" knife gate va lves, (1) 24 " knife gate valve, (3) 30" butterfly valves, (3) 24 " f low met ers and (1) actuat or, reconnect existing (2) actuators to new butterfly va lves, remove, store, and reinstall existing mixer to facilitate construction. Central County WRF Phase 3 and Phase 4 Expansion I Sa rasota This $12.3 mi llion project consisted of expanding an existing water reclamation facilty from 4.8 MGD to 8.0 MGD. Project components include the construction of Anoxic Basin No. 2; Ae ration Basin No. 3, incluidng recycle and mixed liquor pumps; Scum Pump No. 1 and wet well; Sand Filter Nos. 4 and 5; Ch lorine Contact Tank No. 1 modifications; Chlorine Contact Tank No . 4; sludge holding tank mod ifications including blowers and piping; secondary Clarifiers Nos. 3 and 4; RAS/WAS wet well and RAS/WAS pump station modifications; eleva ted walkways an d modifications; yard piping and yard structures; site work; general electrical and instrumentation work. WWRF Disinfection and Effluent Pumping Improvements I Largo This $13.6 million project included mod ifications and conversion of the ex isting chlorine gas disinfect ion system lo a combination li quid ch lorine and peracetic acid disinfection system; Modifications and upgrades to the effluent pumping syst em; Construction of new chem ical storage/chemical feed facilities; construction of a new electrical building; Installation of a new sta ndby generator; and associated ya rd piping modifications. Northeast WRF Clarifiers 5-8 Rehabilitation I Clea rwa t er This $1.6 million project included t he rehabilitation of fou r existing ci rcular clarifiers at the existing Northeast WR F, including miscellaneous improvements to clarifiers 1-4 and to the South and North RAS pump houses. East Water Reclamation Facility Effluent FIiters Rehabilitatlon I Clea rwater This $1.2 million project cons ists of rehabilitating the existing effluent fi lters and replacement of a portion of the compressed air system and chemical cleaning systems; furn ish ing and instal li ng a new ma in filter pane l, f iber optic cable and plant SCADA work; and may incl ude the replacement of the air operated filter va lves. Kemink co ntinued Page 2 of 2 ¢ Poole & Kent C'ON-!JllW'\WI'# .,,.,~:,-,n~, CAC Poole&Kent Contractors An EMCOR Company David Blanchard Project Manager Mr. Blanchard joined our firm in 2015 and has over 38 years of experience in the construction industry. He began his career in 1989 in the i ndustrial construction industry in the northeast United States. The past 10 years of David's career has been primarily in Florida , constructing water and wastewater treatment facilities i ncluding biogas facilities, reverse osmosis, ozone treatment systems, and aeration treatment. He has extensive civil, mechanical , electrica l, and co ntrols construction knowledge. His responsibilities have included quality control, environmental regulation compliance, construction means and methods, contract negotiations, and project scheduling. Position Senior Project Manager Education University of Maine. B.S. Civil Engineering Experience 38 Years Joined Firm 2015 Training and Certifications • OSHA 30-Hour Construction Safety & Health • First Aid, CPR, AED Relevant Responsib ilities • Project Phasing • Schedule -Updates and Maintenance • Start-Up and Commissioning • Material Procurement • Shop Drawings/ Submillal Processing • Monthly Pay Requisitions • Cost Control • • Subcontractor Coordination Relevant Expertise • Headworks • Ion Exchange • Gravity Filters • Sand Filters • Ozone Treatment . Advanced Anaerobic Digestion • CIP Concrete Structures . Aeration . Treatment • Reverse Osmosis • Electrical Distribution . Pump Sta.lions • UV Disinfection • SBR Treatment Plants • Lift Stations . Belt Filter Presses • Denitrification Systems • Odor Control • Chlorination • Maintenance of Traffic Design-Build Services for the Construction of South District WWTP and Central District WWTP Sludge Thickening and Dewatering Buildings, D818-WASD-02 I Mlarni This $195 million project includes the design, construction, and commission ing of new thickening and dewatering fac ilities at two operational wastewater treatment plants including all civil/site. process mechan ical, architectural, strucutural, electrical, instrumentatoin, plumbing, HVAC, fire protection, odor control requirements, and ail other components to facil itate the operation of the new facilities as requ ired. David is responsible for managing the construction activities at Central District W#TP. CD 2.19(2) Co-Gen Facility and 2.01(6) Electrical Improvements, S-891 I Miam i This $36 mill ion project consists of installing a new Biological H2S Biogas Treatment System including five bioreactor vessels and equipment containers, a new Co-Gen Swi tchgear Building that will replace the existing electrical rooms in the Co-Gen Bu ilding and substations No. 17 and 18, a new Biogas Treatment electrica l Building, insta llation of biogas piping from the Plant 1 digesters to t he Biological H2S Treatment System and from the Biological H2S Treatment System to the co-generation engines in the Co-Gen Building. and replacement of eight rotary sliding vane compressor systems. CD 2.03 and 2.04 Plant 1 and Plant 2 Headworks Upgrades, 2.18(1) Odor Control Systems and 2.25(2) Ventilation Improvements, S-880 I Miami This $15 mill ion project included the construction of two new electrical bu ildings. performing structural modifications within the bypass channel and grit chamber at headworks for both plants, installation of owner furnished equipment to include eight (8) perforated plate screens, four (4 ) sluice conveyance systems. four (4) washer compactors, two (2) RTUs, installation of six (6) blowers , sixteen (16) stop gates, six (6) sl ide gates, four (4) rectangular butterfly valves. two (2) booster pumping system for screens, watermain extensions at both plants with back flow. flowmeter and bypass assembly to supply water to screens. Odor control equipment, tanks, ductwork. rollup door repla cement. refurbishment of chemical unloading stations with in existing air scrubber building area at headworks for plants, performing piping modifications and providing knife gate va lves with motor operators at Plant 2 Oxygenat ion Tank area for each of the four trai ns, perform ing RAS line replacement and installing new RAS piping, plug va lves with motor ope rators, f lowmeters at Plant 2, installing gas detectors at existing air scrubber buildings and headworks buildings, and making ventilation improvements at the existing air scrubber build i ngs. Central County WRF Phase 3 and Phase 4 Expans ion I Sarasota This $12.3 mi llion project consisted of expanding an existing water reclamation facil ity from 4.8 MGD to 8.0 MGD. Project components include the construction of Anoxic Basin No. 2; Aeration Basin No. 3, including recycle and mixed liq uor pumps; Scum Pump No. 1 and wet well; Sand Filter Nos. 4 and 5; Ch lorine Contact Tank No. 1 modifications; Chlorine Contact Tank No. 4; sludge holding tank modifications including blowers and piping; secondary Clarifiers Nos. 3 and 4; RAS/WAS wet well and RAS/WAS pump station modifications; elevated walkways and modifications; ya rd piping and yard structures; site work; general electrical and instrumentation work. Eastside WRF Aeration System and Headworks Expansion I Venice This $9.8 million project included site work, demolit ion, relocation, construction, modification and installation of utilities. equipment and structures as required to increase the capacity of the wastewater facility to 8.5 million gallons per day. The project specifically includes modification of existing headworks structure, insta ll ation of new grit removal system, mod ification to the existing aeration basins, in ternal recycle mixed liquor pumps, aeration system, blower building and modifications to t he ex isting second anoxic basins. ADDITIONAL PERSONAL PROJECT EXPERIENCE: TP Smith Water Reclamation Facility Upgrade I Ta llahassee While with a previous construction firm, Mr. Blanchard was the project manager for this project under MWH. The value of the advanced anaerobic digester facility was $15 million, excluding the Owner- furnished biogas equ ipment. The facility included construction of two cast-in-place concrete digesters with 80' digester gas lids. gas safety equipment, flare, heat exchangers, process mechanical. and biogas piping. Page 1 of 2 CAO Robert Dean WTP Reverse Osmosis Expansion I Key West Th is $24 million project included construction of a 1.5 MGD reverse osmosis t reat ment plant including process mechan ica l, piping, bu ilding, electrica l, instrumentation, SCADA and 10,500 SF building. Ocean Reef Wastewater Treatment Plant Upgrade I Key Largo This $11 m illion project included the replacement of existing aeration treatment plant consisting of demolition, flow diversion, cast auger pi les, cast in place treatment and supporting structures, process mechanical, piping, UV d isinfection. electrical, and instrumentation . Reclaim Water Distribution Pump Station I St. Cloud Th is $8 million project included construction of a reclaim water d istribution pump station and intake consisting of cast-in-place concrete structures, process mechanical, piping, electrical, and instrumentation. Wallace Road WJP Ozone Upgrade I Orlando This $7.5 million project consisted of the upgrade to the existing ozone treatment process at the existing WRF including demolition, replacement of four ozone generators, process p iping, and electrical. Pump Station No. 1 and Storage Tank Upgrades I Fort Walton Beach This $7 million project consisted of an upgrade to a 10 MGD pump station and construction of a new 4.0 MG ground storage tank. The project included process mechanical, piping, electrical , and instrumentation. Greenwood Lakes WRF Upgrades I Lake Mary Th is $6 million proj ect included the construction of a 2.0 MG ground storage tank. Bunnell Ion Exchange and Gravity Filter I Bunnell This $4.5 million ion exchange and gravity f ilter project included demolition, new superstructure with office/lab, process mechanica l, electrical, and instrumentation. Power Distribution Systems Upgrade I Allamonte Springs This $2 m illion project included miscellaneous renovations lo the electrical distribution bu ild ing. Maidencreek W\/1/TP Expansion I Maidencreek, PA Gordon Township W\/1/TP Expansion I Gordon, PA Elizabethville WWTP SBR Treatment I Elizabethville, PA Sewage Pump Stations Upgrades I New Cumberland, PA White Run WWTP I Gellysburg. PA Hamden Township Sludge Dev.,atering I Hamden, PA Jackson Township WWTP I Jackson Township, PA Kreamer Avenue Sewage Lift Station I Sunbury, PA Blanchard continued Page 2 of 2 ♦ Poole & Kent COf'lrJ&elOf$ U/.t'r:Dlt r.cwi,,..,,,. CAO Collier County Solicitation 23-8116 FORM3-MATERrALMA UFACT URERS THIS FORM MUST BE COMPLETlm OR BIO MAY DE DEEMED NON-RESPON SI VE All Bidders shall confirm by signature Lhat they will provide the manufacturers and materials omlincd in this Bid spccificntions, including complinn cc with Florida Statute 255 .20 to provide lumber. timber and other forest product!. produced and manufactured in the Statc offlorida as long as the price. fitness and quality arc equal. Exceptions (when equals arc acceptable) may be requested by comp leting the Mntcrial Manufncturcr Except ion List below. l f an exception for a manufacturer nnd/or material b proposed and listed below nod is not approved by Engineer/Project Manager. Bidder shall furn ish the manufacturer named in the s pecification. Acceptance of this form docs not constitute acceptance of material proposed on this lisi. Complete and sign section A QR 13. Sec ti on A (Acccprancc of all manufactures and materials in Bid specifications) On behalf of my tim1, I contim1 tha t we will use all manufacturers ancl materials as spe cifically outlined in the Bid specifications. Date: 05/16/2023 Section B (Exception requested to Bid specifications manufocturcrs and materials) EXCEPTION MATERIAi. EXCEPTION MANUFACTURGR I. 2. 3. 4. 5. Ple ase insert additiona l page, ns necessary. Company: _____________________________ _ Signature: _______________________ _ Construction Solicitation Doc rev 04152022 5/4/2023 6:05 AM Date ___ _ p, 9 CAO Collier County Solic~ahon 23-8116 FORM 4 -LIST OF MAJOR SUBCO NTRACTORS THIS FO RM MUST BE CO MPL ET ED OR BID MAY B E D EEMED NO -RE SPO NS I VE The undersigned sw1es that the following is a l ist of the proposed subcontrnctors for the major cate gories outlined in the requirements of the Bid spccilications. The undcr$igned acknowledges its rcspomi bili ty for ensuring 1ha1 the Subcontractors fo r the major categori es l isted here in ,ire "qualified" (a~ delincd in O rdinance 20 17-08 and Sec tion 15 of lnstniciions 10 Bidders) and mee t ull legal re quiremen t s applicab le 10 and ncccssi1a1cd by th e Contract Documents. including, but 1101 limited 10 proper licenses. certifica tions. registrations and msurance coverage. The Owner reserves the r ight 10 disqualify any Bidder who includes n o n-compliant or non-qualified Subcontract ors in its bid offer . Fu11hc r, the Owm:r 11111y direct th e Successfu l Bidder 10 rc movc/rcplacc any Subcont ractor, at no additiona l cost to Owner. which i s found 10 be non-co mp l iant with this requiremcm e ither before or aflcr the issuance of the Award of Contrac t by Owner. (Allac h additional sheets as needed). further, the undersigned acknowledges and agree, th at promptly after tJ1c Award of Comract, and in accordance with the requirements of the Contract Documents, the Successful B idder ~hall identify all Subcontrac to rs it intends 10 use o n the Project. The u n dersigned further agrees that nil Subcontrnctors ~u hscqucntly identified for any portio n of work on thi s Project must be quali lied as no ted abov.:. Major Category of Wo rk Subcontractor and Address I. Ek:ctricnl Price Electric, 405 N. Troy Road, Robi ns, IA oLJt'.ts 2. Mechanical S i>lf-Perform 3. Plumbinc. Self-Perform 4. Site Work Self-Perform 5. Iden t ify o ther sub contructors Earth Tech, LLC, 2620 Hunt Road , Land O'Lakes, FL 34638 tha t represen t more than 10% Rocha Contro ls, 5025 W. Rio Vista Avenue , Tampa, FL 33634 of price o r thnt affect the crit ical path of the schedule Date: 05/16/20 23 Construction Solicitation Doc rev 04152022 5/4/2023 6 :05 AM p.10 CAO Collier County Solicita tion 23-8116 FORM 5 -STATEMEl\T OF EXPERIE NC E OF BIDD ER THIS FORM M UST BE COMPLETE D OR BID MAY BE DEEM ED NON-RE SPO NS JVE/N ON- RES PONS IBL E. The 13idder is req ui red provide five (5) project references, stated below. of wha t wo rk of similar magnirude completed withi n the last fiv e (5) yea rs is a judge of its cxper icc:nce, skill and business standing and of it s abi lity to cond uct the work 11s complccel y und as rapidly as requ ired und er the terms or the Agreement. 1. Please see attached . (projcc1 name) (project loca1ion) (projcc1 description) s ____ _ (project scarlfcomplet ion da1es ) {eontrncl l'al uc) 2. Please see attached. {project name) (pt ojcct locat ion) (project description) s (projccc srn rr /eomplction dates) (contrac1 value) 3• Please see attached. (project nam e) (project locat ion) (project description) s ___ _ (project sta rl/completion da1cs) {contract valll(:) Construction Solicitation Doc rev 04152022 5/4/2023 6 ;05 AM (project owner) (Owner 's addrc~s) (Owncr·s contact pe rson) (title) (phone) (email) (project owne r) (Owncr·s address) (Owncr·s contac t person) (title) (ph one) (ema i l) lprojcct owner) (Owner's address) {Owner's con1act person) (title) (phone) (ema i l) p. 1 1 CAO Collier County Solicitation 23-8 116 FORM 5 • STAT EME NT OF EXPERIENCE OF BIDD ER 4. Please see attached. (project name ) (project owner) (project loca tion) (Owne r's add ress) (project description) (Owner's contac t pe rson) (title) s ____ _ (project com pletion date) (con trac t value} (phone) (email) 5. Please see attached . (project name) (project owner) (project locat ion) ( Owner's address) (project description) ( O" ncr • s contact person) (title) $ _____ _ (project completion date) (contract value) (phone) (email) c_o mpany: ~fi~~--J.m~any of_F loriqa __ Signature: ,,1,,_c:.-~..c:,=-::::c...-"---------------- Patric H. Carr,Presidenl\ CEO D ate : 05/16/202 3 Construction Solicitation Doc rev 04152022 5/412023 6:05 AM p. 12 CAO Poo'e & Ken: Company of Flor da E;,.penence & Oi..al fications Bid No 23-8116 FORM 5-STATEMENT OF EXPERIENCE OF BIDDER The Bidde r is requ i red provi de fi ve (5) project referen ces , stated be low, of what work of sim ila r magn itude com pleted within the last fi ve (5) years is a j udge of its experience, sk ill and busi ness stand i ng and of its ab ility to co nduct the work as completely and as rap idl y as required under the terms of the Agreement. 1. Project Name: ECRWRF Biosolids Improvement Project, Contract No. 13891 Project Location: West Palm Beach, FL Project Description: The project inc luded convert ing Sludge Decant No. 1 to an Aerated Was te Ac tivated Sludge (WAS) Storage Tank , including rehabilitation of the tank structure , installation of a new coarse-bubble diffused aeration system, and construction of a new blower building ; Converting Sludge Decant Tank No. 2 to a Centrate Equalization Tank, including rehabilitat ion of the tank structure, insta llation of mix ing equipment and const ruction of a new equalized cen trate return pump station; Upg rades to the exist ing Grav ity Belt Thicke ni ng Fac ili ty, including installat ion of new gravity belt thickener feed pumps, refurbishment of three gravity belt thickening systems, installation of a new gravity belt thickener, and in stallation of a new liquid polymer storage/feed system; A new Thickened Waste Activated Sludge Storage Tank , consisting of two cells, each equipped with a vertical mixer; A new Temperature-Phased Anaerobic Digestio n Facility, inc!uding six (6) diges ters, sludge pump ing and heat ing equ ipment rooms, a bo iler room , a digester gas compressor room, and waste gas burners; A new Digested Sludge Holding Tank , consisting of three cells , each equipped with a vertical mixer; A new Centrifuge Dewatering Facil ity; a three-story building containing four high solids centrifuges , four sludge cake storage hoppers, sludge cake conveying equipment, a two-lane truck loading station and a liqu id polymer storage/feed system ; Two (2) new Se ptage Receiving Stat ions and a new FOG (fats/oils/g reases) Receiving Station ; A new Ferric Chloride Storage and Pumping Facility; New biosolids odor control facilities; Converting the existing aerobic digester to Aeration Basin No. 1, including structural demolition , new baffle wa lls and walkways, a new fine-bubble diffused aeration system, anaerobic zone vertica l mixers, and influent and effluent structures; Sitework, includ in g bu t not li mited to , new gravity drain pi ping network, new storm water co ll ection network, new process yard piping , grading, paving and striping ; Expansion of electrical power distribution system; Expansion and upgrades to existing SCADA system . Project Start/Completion Dates: August 10, 2015-March 31 , 2020 (Substantial), March 31, 2022 (Final} Plant Capacity: 70-MGD I Contract Value : $97,040,4 23.88 Project Owner: ECRWRF Operations Boa rd c/o The City of West Palm Beach Owne r's Address : 401 Clematis Street, 5111 Floor, West Palm Beach, FL 33401 Owner's Contact Person/Title: Brian Sh ields, ECRWRF Board Chairman Phone: 561-586-1710 Email : bshie lds@lakeworthbeachfl.gov 2. Project Name : CD 1.5(2) Effluent Pump Station Electrical Improvements for Pum ps 1-6, Con tract No. S-922 Project Location: Miami, FL Project Description: Electrical improvements at the Effluent Pump Station No. 1 for Pumps 1 through 6, located within the South District Wastewater Treatment Plant (SDWWTP}. The SDWWTP Effluent Pump Station No. 1 consists of twelve (12) vert ical turbine pumps which pump treated effluent from the plan t to the injection wells onsite. The electrical improvemen ts cons ist of replac ing the motors for existing Effluen t Pumps 1 through 6 with new 900 horse power motors, and the construction of a new two-story electrical building which will house all new electrical switchgear, transformers , motor control centers , variable frequency drives, and other electrical & control equipment for pump station operation. Project Start/Completion Dates : October 3, 2019-July 20, 2022 Plant Capacity: 112.5-MG D Contract Value: $25,000,308.08 Project Owner: Miami-Dade Water and Sewer Department c/o Miami-Dade County Owner's Address : 8950 S.W. 232 Street, Miam i, FL 33190 Owner's Contact Person/Title : Jorge Orozco, Construction Manager Phone: 305-905-04 30 (cell) Email : jorge.orozco@miamidade.gov Poole&Kent COflfWCIOf"II May 16 2023 AP CMC(JR Cfl.:fJM">' CAO Poo 1e & Kent Company of Florida Exper en~ & Quahfica~ions 3. B,d No 23 8116 Project Name: North District WWTP PretreatmenUSludge Transfer Rehab Headworks Upgrade, Contract S-871 Project Location: Miami, FL Project Description : Improvements included under the project include the following components : Replacement of nine (9) existing bar screens, 6 of which are located in the Pretrea tment and Sludge Tra nsfe r Building and 3 of which are located in the Aerated GriUSc reening Building with nine (9) owner furnished 6mm automatic perforated plate screens and four (4) new compactors ; Construction of a new elevated Electrical Room (Addition) adjacent to the existing Electrical Room in the Pretreatment and Sludge Transfer Building to house new 4160 KV Swi tchgear, a 480V Moto r Contro l Center (MCC), a new Remote Transfer Unit, new battery ban k, and a new instrumentation room. Th e electrical equipment to be located in this room will be owner furnished. Furn ish and install six (6) Eutek Slurry Cups and three (3) Eutek Grit Snails to replace five (5) existing of hydrocyclone degritters and screw classifiers , all of which are located in the Pretreatment and Sludge Transfer Building ; Furnish and install eight (8) new self-priming centrifugal primary sludge pumps to rep lace the existing primary sludge pumps to meet the new hydraulic conditions of the degritting system; Replacement of two sc rubber towers with new 20,000 scfm towers; Modifications to the new Motor Control Center to provide electrical feeds to the new equipment located in the Pretreatment and Sludge Transfer Building and Aerated GriUScreenings Building; Structural and arch itectural modifications to the Pretreatment and Sludge Transfer Building in order to comp ly with cu rrent National Fire Protection Association (N FPA) standa rds and to accommodate the housing of the new mechanical equipmen t; Construction of a new forced air venti lat ion system for the Pretreatment and Sludge Transfer Building and the Aerated/Grit Screening Building; Replacement of all electrical wiring inside the Pretreatment and Sludge Transfer Building; Replacement of all existing electrical motors with new Premium Efficiency Models; Rehabilitation of the existing Foul Air collect ion system at the Pretreatment and Sludge Transfer Building and at the Ae rated GriUScree nings Bui lding; Rep lacement of the flushing water pump located in the on-site Chlorine Build in g; Extension of the flushing water connection line to the Aerated GriUScreenings Building: Incorporation of new facilities into the plant wide SCADA system. Project Start/Completion Dates: November 2, 2015-February 28, 2018 Headworks Capacity : 120-MGD Contract Value : $17,895,350 Project Owner: Miami-Dade Water and Sewer Department c/o Miami-Dade County Owner's Address : 3575 South LeJeune Road , Miami, FL 33146 Owner's Contact Person/Title: Humberto Codispoti, P.E., Senior Professional Engineer Phone: 305-790-0235 (cell) Email: Humberto.codispoti@miamidade.gov May 16, 2023 Poole&Kent ContmCIONI A;, FUC.()tt Company CAO Poole & Kent Company of Florida Experience & Qualifications 4. Bid No 23 -8116 Project Name: CD 2.03 and 2.04 Plant 1 and Plan t 2 Headworks Upgrade, 2.18(1) Odor Control Systems, and 2.25(2) Ventilation Improvements, Contract S-880 Project Location : Miami, FL Project Description: This project included the construction of two new electrica l buildings, performing structural modifications within the bypass channel and grit chamber at headworks for both plants, installation of owner furnished equipment to inc lude eight (8) perforated plate screens, four (4) sluice conveyance systems, four (4) washer compactors , two (2) RTUs, ins tallation of six (6) blowers, sixteen (16) stop gates, six (6) slide gates, four (4) rectangular butterfly valves , two (2) booster pump ing system for screens, waterma in extensions at both plants with back flow, flowmeter and bypass assembly to supply water to screens. Odor control equipment, tanks , ductwork, rollup door replacemen t, refurbis hment of chemica l unloading stations within existing air scrubber building area at headworks for plants, performing piping modifications and providing knife gate valves with motor operators at Plant 2 Oxygenation Tank area for each of the four trains , performing RAS line rep lacement and install ing new RAS piping, plug valves with motor operators, flowmeters at Pla nt 2, installing gas detectors at existing air scrubber buildings and headworks bui ldings, and making ventilation improvements at the existing air scrubber buildings. Project Start/Completion Dates: August 30, 2016 -October 7, 2019 Headworks Capacity: 143-MGD Contract Value: $15,895,297.17 Project Owner: Miami-Dade Water and Sewer Department c/o Miami-Dade County Owner's Address : 3989 Rickenbacker Causeway, Miami, FL 331 49 Owner's Contact Person/Title: Mario A. Vargas, Construction Manager Phone: 954-536-2858 (cell) Email : mva rg@m iam idade .gov 5. Project Name: Digesters and Control Building Upgrades, Acid Phase, and Substation 7 & 8, Contract S-897 Project Location : Miami, FL Project Description : The comp lete rehabilitation and repair of Clusters 1 and 2 inc lud ing replacement of all ex isting equipment, valves , piping and appurtenances , electrical panels, conduits , cables, light ing , inst rumentation and controls, bui lding mechanical, architectura l doors, windows , and louvers within Clusters 1 and 2 Control Bui lding and ins ide Digester Tank Nos . 1 through 8; new digester floating covers for Digester Tank Nos. 1 through 8; extension of the existing Electrical Room at Clusters 1 and 2 Control Bu il ding ; structural repairs to and recoat ing of Control Bui lding and Digester Tank Nos. 1 through 8; new hot water piping loop from existing Cogeneration building to Clusters 1, 2, 3 and new hot water supply system within the ex isting Cogeneration Building; new digester gas fla res, new digester gas , thickened sludge, digested sludge, ut ility water, potable water, and cooling water supply/return yard piping , va lves , vaults, and appurtenances between the ex isting Sludge Concentrators, Digesters Clusters 1, 2, 3, an d Cogeneration Buildings; inc luding demolition of existing yard piping, va lves , and appurtenances and support and relocation of existing utilities; demolit ion of all electrical equipment inside ex ist ing Substation No. 7 and 8 Building; the construction of a new Substations No. 7 and No. 8 Build ing, including related site civil, architectural, structural, bu il ding mechan ical , electrical, and instrumentation and controls; new electrical and instrumentation and contro l ductbanks condu it and cabling between new and existing facilities. This includes the construction of four (4) digester tanks , a control building, and an electrical building, inc luding related site civi l, architectural and structural , process mechan ical systems, building mechanical, electrical and instrumentation and controls , painting and protective coatings; gas piping; new yard pip in g valves , vaults, and appurtenances to the Ac id Phase Digester Complex, and support and relocation of existing utilities. Project Start/Completion Dates : August 8, 2018 -November 28, 2023 Plant Capacity: 112.5-MGD Contract Value: $93,361,000.03 Project Owner: Miam i-Dade Water and Sewer Department c/o Miami-Dade County Owner's Address: 8950 S.W. 232 Street, Miami, FL 33190 Owner's Contact Person/Title: Jorge Orozco, Construction Manager Phone: 305-905-0430 (cell) Email: jorqe.orozco@miamidade.gov May 16, 2023 • Poole & Kent Cot11rt1ctors An ll.tCOlf t ~mpany CAO Poole & Kent Company of Florida Experience & Qualifications Additional Project Experience for Referenc e Sid No 23-8116 Poole & Kent has been const ruct ing large sca le water and wastewater treatment fac il ities since the 1970s, many which include similar components as North County WRF Pretreatment Facility. Below, please find a partial li sting of public mun icipalities we have recently performed environmenta l water/sewer construction for: 1. Broward County 2. Charlotte County 3. Collier County 4. Hillsborough Co unty 5. India n River County 6. Lee County 7. Manatee County 8. Miami-Dade County 9. Palm Beach County 10. Sarasota County 11. City of Arcadia 12. City of Boca Raton 13. Ci ty of Bowling Green 14. Ci ty of Bradenton 15. City of Cape Coral 16. City of Clearwa ter 17. City of Coral Springs 18. City of Fort Lauderdale 19. City of Hollywood 20. City of Largo 21 . Ci ty of Naples 22. City of North Miam i Beach 23. City of North Port 24 . City of Punta Gorda 25. City of St. Petersburg 26 . City of Sunrise 27. City ofTampa 28. City of Venice 29. City of West Palm Beach 30. Town of Jupiter Below, please find relevant project summaries for reference . Add itional ly, attached, please find environmental wa ter and sewer projects listing. ECRWRF Headworks & Grit Removal Im prove ments City of West Palm Beach The East Centra l Regiona l WRF provides secondary treatment of municipal wastewater for the City of Wes t Pa lm Beach, the Town of Pa lm Beach, the City of Lake Worth , the City of Riviera Beach , and portions of Pal m Beach County . It's perm itted for an average annual dai ly flow of 70 MGD . Much of the headworks eq ui pment has been in serv ice for many years and is approaching the end of its usefu l life. This project inc ludes the demol ition and remova l of the three ex isting influent flow meters and insta llat ion of new influent flow meters and associated piping, electrica l connection and instrumenta tion; refurbishment of drainage sumps in the influent meter vault and replacement of the two sump pumps, inc lud ing removal and disposal of accumu lated so lids in the mixing chamber of the Headworks Structure . Demolition and remova l of the five existing mechan ically cleaned infl uent bar screens and installat ion of five new center flow band screens, inc lud ing new compactors , shaftless screw conveyor, and associated piping, above ground electrical cond uit, electrical panels and con tro ls. Structu ral repa irs and modifications to the influent screen channels and top slab to accommodate the new influent screens , including demolition of the ex isting Screenings Build ing and construct ion of a new Screenings Bu ilding and de molition and removal of the two exist ing grit pumps and replacement with two new grit pumps, includ ing associated piping , va lves , and electrical pane ls and controls . Demol ition and removal of the two existing cyclone/class ifiers and replacement with two new cyclone/classifiers, including associated piping, valves, and electrical panels and controls , includ ing struct ural repairs to the interior concrete surfaces of the two ex isting grit chambers by recoating the influent screen channels , grit removal cha nne ls and grit champers fo llowing structura l repair. Installat ion of new manual slide grates in the grit chamber influent and effluent channels includ ing , the insta ll at ion of new odor control covers and handra il in the grit removal area along with modification of the ex ist ing electrical power distribution system to del iver power to the Headworks Structure from a common location and to achieve Class 1 reliability . Miscellaneous Si tework improvements , includ ing new grav ity drain piping, new process yard piping , new elec trical condu it, grad ing and paving , th is includes operation of the ECRWRF Influent Bypass Structure during the period that the Headworks Structure is off-lin e. Bee Ridge WRF Headworks Odor Control Piping Improvements Sarasota County Demolition of exis ting headworks structure air duct pip ing and supports and construction of new headwo rks structure air duct piping and supports. ♦ Poole & Kent Cc.."Vlrrnctors May 16, 2023 Aa UftOR C01.r,·1t1m1 CAO Poole & Kent Company of Flonda Experience & Oualiftcations Bid No. 23-8116 WWTF Improvements Headworks & Oxidation Ditch City of Bradenton This $5.2 million project includes the following improvemen ts: construction of a new bypass channel with a manual bar sc reen, new or modified staircase and walkway , aluminum slide gate rep lacement, concrete channel repiar and coating , channel cover replacements for odor control. New oxidation ditch flow-spli tter box. New VFDs, inverter-duty motors and aerators with disso lved oxygen control and mon itoring sys tem. Three Oaks WWTP Oxidation Ditch Improvements Lee County Poole & Kent was awarded the Plan t Contractor scope of the referenced project which included the following scope: Demolition of existing tanks , process structu res, chemical feed systems, and associated piping; Sludge and grit remova l from the existing plant; Headworks modifica tions; Modifications to Oxidation Ditches 1, 2, 3; Construction of new Oxidat ion Ditch 4; Const ru ction Clarifiers 3, 4, 5; Construction of new Clarifie r Spl itter Box No. 2; Construction of new RAS Pump Stat ion No. 2; Construction of new RAS/WAS Pump Station No. 3; Construction of new In-Plant Pump Station No. 2; Construction of new In- Plant Pump Station No. 5; Modifications to Be lt Filter Press Feed Pump Stat ion ; Modifications to Effluent Pump Station; Mod ifications to existing Odo r Control System; Modifications to Sodium Hypoc hlorite Facility; Dewatering ; Bypassing ; and related for a complete Plant Contractor bid package. The project was completed on safe ly, on schedule, and with in budget. South District Wastewater Treatment Plant Screening Systems Improvements for Plants 1 & 2, Contract S-863 Miami-Dade County Improvements inc luded under the project included the following components: Grit Chamber Modifications and Fine Screen Insta llation which included st ructural and mechanical modifications to the existing eas t and west grit chambers, inlet channels and bypass channels in Plant 1 and Plan t 2 to allow installation of four (4) Owner- furnished perforated plate fine screens and four (4) washer/compactors (one fo r each grit chamber); all materials for util ity and service connect ions to the fine scree ns including installation of two (2) service water booster pump systems; four (4) new bulkhead gates in the ex isting inl et channels and gri t chambers ; four (4) new bu lkhead gates in the existing bypass channels; four (4) new sluice gates on screen channels ; removal of four (4) existing rectangu lar butterfly va lves and furnish and install four (4) new rectangula r butte rfly valves in the exist ing in let channe ls; modificat ion of exist ing air diffuser and water lines; and all electrica l and controls wi ring, cable and conduits to power and control the Plant 1 fine screens from the new Plant 1 Electrical Building and the Plant 2 fine screens from the exist ing Plant 2 Electrical Room . New Plant 1 Electrical Bu ilding included co nstruction of a new electrical building at Plant 1 to house the electrical equipment serv icing the exist ing Plant 1 equipment served by the elect rical equipment in the Plant 1 Grit Col lector room and the new perforated plate fine screens and associated equipment, inc luding concrete foundation , floo r and columns, conc rete block wa lls , concrete roof slab, concrete walkways with canopy , one (1) steel doo r, one (1) roll-up overhead door with one (1) metal double door installed on interior, air-cond itioning (HVAC) system for the building , electr ical wiring , grounding , condu it, trays , electrical power, li ghting and contro l panels ; furnish ing and instal li ng Motor Control Center (MCC) in the new electrical building ; new electrical feeders from substat ions 5 and 6 to the MCC; removal and disposa l of electrica l equipment located in the existing Plant 1 Grit Collector Room and rewiring of existing equipment to the new Plant 1 Electrical Build ing equipmen t; and replacement of existing Plant 1 bar scree n room lights. Plant 2 Electrical Room HVAC Modification included the installation of an outside-air filter purificatio n system in the exist ing Plan t 2 grit facility electrical room.Control System Modifications included instal lation of a new Owner- furn ished control panel (RTU) in the Plant 1 Elect ri cal Bu ilding, wiring to existing RT U in Plant 2 electrica l room, installa tio n of Owne r-furnished instrumentation, furnish and install all other instrumentat ion , wi ring , conduits and cabling for four (4) new pe rforated plate fi ne screen systems inc luding washer/compactors and for existing equipment located in the Plant 1 Grit Chambers and Building . Si te Civil and Stormwate r Modifications at Plant 1 included site work , construction a new retention pond , catch basin and drainage piping , paving, electrica l duct ban ks and conduits throughout site; and piping to re-route approx imately 97 feet of existing 12-inch of duct ile iron filtrate line and 22 feet of 6-inch ductile iron piping . Pl ant 1 Fire Alarm Ins tallation included a complete fire alarm system for the Plant 1 Grit Chambe rs and Building and the new Plant 1 Electrical Build ing with inte rface to the existing si te-wide fire alarm system. Grit Facili ty Rehabilitation included the removal of exis ting coatings by abrasive blasting, patch ing and repairing deteriorated concrete , and applying 100% solid epoxy . Upon final completion, the Owner issued a directive to coat the grit chamber exterior and re-coa t the bar sc reen channels. The project was constr ucted safely, on schedule , and within budget rece iving a Superior Performance rating from Miami-Dade County . May 16, 2023 • Poole & Kent Co,1uactors AAfW:OH C,,,.pony CAO Poole & Kent Company of Florida Experience & Ouahf1cations Southwest Water Reclamation Faci lity Ex pa nsion and Upgrades City of Cape Coral Bid No 23-8116 The major treatment process components and improvements for the expanded facility include the fo llowing: Installation of new mechanical bar screens and screenings wash -presses at the existing headworks bui lding. Installation of a new grit removal system consisting of grit chambers , grit pumps, grit separation , and dewatering equipment. Construction of a new biological odor control system for the plant headworks and grit removal system. Construction of 3 new aeration bas ins with integral flow splitting box, float ing mixers , blowers, air diffuser system, sludge pump ing , and scum removal system. Construction of 3 new secondary clarifiers with return activated sludge (RAS), was te act ivated sludge (WAS), and scum pump systems. Construction of 4 new tertiary filters. Construction of 2 new chlorine contact chambers and sod ium hypochlorite storage and feed system. Construction of large blower building with (3 ) 450 hp blowers. Piping is 36" stainless steel and elevated in route to the new ae ration bas ins . Construction of new plant drainage pumping station that is approx imately 23' deep. Construction of th ree new electrical bui ldings wh ich supplied power to the new facil ities. Installation of new effluent transfer pumps, an effluent surge tank , and reclaimed water distribution pumps which connected to a new deep injection well. Modifica tions to the ex isting headwo rks bu il ding. Const ructio n of a new grit building and generator/switchgear building . Modificat ions to existing generator building to accept new generators. Installed new 30,000 gallon diesel fue l storage system to supply fuel to the new generators and new 10,000 gallon diese l fue l storage system to supply fuel to the existing generators . Instal lation of two (2) 36" ductile iron pipe rec laimed water lines , 30" force main line, approxima tely 6,000 LF of plant serv ice water pipe and the force main pipeli nes around the 20-acre site . Miscellaneous site work , yard piping , and ancillary systems . Due to the urgent need for the expanded treatment capac ity, the project was comp leted under a very aggress ive schedule. In add ition , construct ion of the new fac ilities requ ired extens ive planning and coordination to ma inta in ex isting plant operations and minimize disruptions. Construction was comp leted in three phases over a 28-month period and included a major tie-in at the existing headworks structure. To perform each phase, temporary bypass piping was installed to enable the installation of the new effluent pip ing systems. Additionally, the temporary bypass was critic al to the future switch-over for the newly const ructed aeration bas ins. The last of the by-pass piping systems were removed after the new gri t and aeration bas ins were comm issioned and put into service. During the project, the Owner directed MWH and Poole & Kent to construct an add itional Generator Building , fuel storage tanks , piping, and temporary office space to accommodate future plant expansions. The project was delivered successfully to the Owner on time and on budget. I ,. JJJ .----, ... May 16, 2023 ♦ Poole & Kent COt"ttf DC l ors At1lMCQIJ""'9~11y CAO ~ 0 ~ Poole & Kent COrtl(Sct<YS .\11tHCOff~:t} 'Central District WNTP Plant 2 Cluster 1 Dioester Uoorades Central Dislrici WNTP COQen Faciitv and Elech:al fmo,ovemenls Central Districi WNTP Plan! 2 Cluster 2 D,;iester Uoorades South District WNTP Dioesters and Control Buildoo Uoorades , Acid Phase, and Substation 7 & 8 Alexander Orr Jr. WTP East Hi<lh SelVice Pump No. 6 Renlacement North Reoional WWTP Reclaimed Water Plant Ex~~sioo South District WWTP Oxvoen Production Uoorades Central County WRF Gene;ator Fuel Storooe Northeast WRF Clarifier #5 lmorovemenls Marshal Street WRF Sand Filler Rehablitation North Regional WNTP Facility lmprovemenls -Solids Southwest WRF New Headworks and Chlorine Contact Chamber Rehabiitalion and Rechame WeU Pumo Station ST-2A South Districi WWTP Headwcrks 3, Oxvoenation Trains 9 & 10, and Substation 57/58 ST-1B South Districl WWTP 02 Trains 1-7 Rehabili1ation and Electrical Buiding Uooracles Alexander O• Jr. WTP Racfrator lnstalation Northeast WRF lmoro..,ments Howard F. Curren AWTP New Fitter Buildill<l PLC Re••=ment Ybor Pumoina Sta lion Standbv Generator Krause Pumoino Station Standbv Generator Little Road WTP Pumpioo Svstem Uoorades Keurio Dr Pe=r WWPTP Uoorades Marshal Street WRF Process Control Gales Repairs ST-2B Clarifiers and HLD HVAC lmprovemenls • PacJraoe C rovements Wastewater Biosolids Treatment Improvements South ~f Headworks Proiecl IWTF Clarifier Svslem Phase 2 SDWWTP FOG_faciitv ONGOING PROJECTS 21-C-00019 Tamoa FL Poole & Kent Comoanv of Florida 202081CB Sarasota FL Poole & Kent Comoany of Florida S-889 Miami FL Poole & Kent Co=•~ of Florida S-891 Miami FL Poole & Kent Company of Florida S-909 Miami FL Poole & Kenl Company of Florida S-897 Miami FL Poole & Kent Comoany ol Florida W-938 Miami FL Poole & Kent Comoanv nl Florida PNC2116193C1 Pomoaoo Beach FL Poole & Kent Comoanv of Florida S-882R Miami FL Poole & Kent Comoanv of Florida CIP 88065 Sarasota FL Poole & Kent Comoanv of Florida 18118-1 1 St. Petersbum Fl Poole & Kenl Co=nv of Florida 20-011-UT Clearwater FL Walbridoe Aldiooer LLC PNC2117590C1 Pompano Beach Fl Poole & Kent Companv of Florida 22-586 Port Charlotte FL Poole & Kent Comoanv of Florida S-884 Miami Fl Poole & Kenl Comoanv of Florida S-888 Miami FL Poole & Kent Company of Florida 6083381 / 6091780 Bradenton FL Poole & Kent Comcanv ol Florida S-931 Miami FL Poole & Kent Comoanv ol Flonda S-935 Miami FL Poole & Kent Comnany ol Florida MCC 7360, RPO P0246 Miami FL Poole & Kent Comoanv of Florida 19-0029..lJT Safetv Haibor FL Poole & Kent Comoanv of Florida 19-C-00036 Tamna FL Poole & Kent Comoanv of Florida 21-C-00010 Tampa Fl Poole & Kenl Comoanv of Florida 21-C-00009 Tampa FL Poole & Kent Comoanv ol Florida IFS-KM-21-178 NewPortRichev FL Poole & Kenl Comoanv of Florida 4001909308 Miami FL Poole & Kent Comoanv ol Florida 18-0047..lJT Clearwater FL Poole & Kent Co mn•nv of Florida S-932 Miami FL Poole & Kent Comoanv of Florida S-961 Miami Fl Poole & Kent Co=•nv of Florida -Davenoort FL Poole & Kenl Companv of Florida 22-666 Rotonda West FL Poole & Kent Comoanv of Florida 9980.16 Wauchula FL Poole & Kent Company of Florida 2023-133 Rofonda West FL Poole & Kenl Comoanv of Florida 23-028-ITB-C St Petersbum FL Poole & Kent Comoanv of Florida S-961 Miami FL Poole & Kent Company of Florida P>;1e 1 of 1 Citvof Tamoa s 1,107,476 99% 06130/23 Sarasota Countv s 1,880,946 99% 06130/23 Miami-Dade County s 26,41 1,043 99% 06130/23 Miami-Dade County s 36,003,300 98% 06130123 Miami-Dade Countv s 29,227,440 97% 06130123 Miami-Dade Countv s 93,361,000 84% 01/10124 Miami-Dade County s 7,841.070 97% 06130/23 Broward Countv s 54,179,643 99% 06130123 Miami-Dade Countv s 9,084,330 95% 6130/203 Sarasota Countv s 495,373 97% 06130/23 Citv of St Petersbul]l s 1.321,907 95% 06130/23 Citv of Clearwater s 1,308,660 97% 06130123 Broward Couniv s 56,021 ,913 77% 12131123 Charlotte Count. s 780,955 84% 04110123 Miami-Dade Counly s 87,358,220 83% 07110/24 Miami-Dade CouniY s 108,197,220 82% 07/10124 Manatee Countv s 19.785,362 96% 06130123 M<ami-Dade County s 107,605,400 67% 11/03123 t,iami-Dade Countv s 80,560,000 46% 07112125 Miami-Dade County s 1,321,200 90% 06130123 Citv of Clearwaler s 18,437,515 90% 05/31123 Citvof Tamna s 477,822 60% 06130123 CiiY olTamoa s 1,093,671 23% 06130123 Citv of Tamoa s 1,322,592 29% 06/30123 Pasco Countv s 14,458,200 41% 12/31/23 The American Boltlioo Companv s 4,876,132 51% 07128/23 Citv of Clearwater s 3,161,578 15% 06130/23 Miami-Dade Counly s 84,376,200 20% 11/20/24 Miami-Dade Counly s 6,118,000 4% 12/01/23 Citv of Da..,noort s 19,868,354 29% 03125124 Charlotte Countv s 3,382,503 1% 11125123 Citv of Wauchula s 5,72 4,000 2o/, 04115124 Enolewood Water Districi s 6,245,166 2% 06,1)1/24 Pinelas Countv s 8,463,633 1% 02/28124 Miami-Dade County s 45,587,000 0% 1213012! ~ 0 { Poole & Kent Con:r.:act,,,.. ~t""1RC.:•iW"-1 Shel Creek WTP Fli1er Media Replacement, F2021121, PO #52588 Howard F. Curren AWTP '-'ethaool Storaoo Tank Reni~ement Treatment Trains 5 & 6 Rehabiitation ECRWRF Biosoids Improvements South District WWTP Effluent Pumo Station Electrical lmorovements for Pumps Hi. S-922 NRWR F Master Reuse Wet Weather Ma0 -ment Well Svstem NRWRF Belt Filter Press lmorovements, IFBC 20-TA003363SAM WTP lN Svstem and Related Infrastructure Central District WWTP Headworks Uoorades, Odor Control S«tem, and Venlilaoon lmorovements North District WWTP Pretreatment/Siu= Transfer Rehab Hea(t.wrks Uoorade, S-871 Howard F. Curren AWTP Buildinq No. 2 Fklw '-'eter Reolacement. 19-C-00056 SWWRF & SEWRF Belt Filter Press Rehabiitaoon, 19-T A003100SAM CD 2,21 Pumo Station 1 and CD 2.25141 Ventilation lmrvovemenls CD 5.03 Uoorade to""""""' Pumo Staoon 0692, Contract No. S-908R Distrct 2A -Ground Storaae Tank Pumo Station 0415, Contract No. S-905R Howard F, Curren AWTP Screen and G,tt Washers Reolacement , 18-C-00017 Carlton WTF Rehabilitaoon Coostrucoon Phase I, 191724JLS Heait..orks and Grit Removal Imo. al the ECRWRF Treatment Faclitv SEWRF RASN-IAS Uooracle and Plant Drain Purno Station, 19-T A003062AJ CDWWTP Chlorinaoo,, Faciltties, Contract No. S-890 Industrial lniecoon Well Pump Staoon, Contract No. S-870 Universitv Pumoina Staoon Automatic Bar Screen, 18-C-00016 IIAvakka Booster Pumo and EL Jobean Vacuum Station, 2019000142 Pumo Station 0187, Contract No. S-903 Southwest RO WTP Control l.t>difications, UT18-75/KR Tricklioo Fillers '-'edia Replacement and Painline p;;;;;;,, SWWRF Caoaei1v UDQfades Bee R"""' WRF Headworks Odor Control Pioina lmnmvemenls, 191763JLS Bowline Green WWTF Reolacemenl Phase 1 T. Mabrv Carlton WTP Chemical Room Rehab. SWWRF Coffer Darns T. Matvv Carlton WTP Tank Marshall Street WRF WCC No. 9 Electrical S«tem Unnrades Elfuenl Feed Pioe rN-1 IO rN-5 Pumo Slatbn 450 lmp,ovements. Y1408402C1 rN-5 Wei Header Howard F. Curren AWTP HPO Gearbox/Mixe, u~s, 15-C-00021 North District WWTP Deeo lniecoon Wei Purnn Station, S-Bn Three Oaks WWTP Oxidaoon Ditl:h fmorovemenls. 415018-001 Green '-'eadows WTP & Wei F-eld Exn., GMP-2 Grouo 111 Sludoe Stol""" Svstern Improvements South Countv AWTP Clarifier 1 & 2 Rehab SWWRF Caoaeitv UDQfades PacbM 55 -Disk Filers SWWRF Ca=itv UOOfacles Pac•""" 41, 42 & 43 -Secon<1;w Clarifier Central County WRF Phase 3 Exoansion Valves & Slide Gate Re"'-nt SWWRF Caoaei1v Uooracles CCT Gates and Chlorine Feed WWRF Oisinfecoon and Elfluent Pumoino fmnrovements Seolaae Receivino Faciitv fnv.-ovemenls Y1206701C1 East WRF Clarifier Rehabiitation Water T reatmenl Plant F~ers Rehabilitaoon Venice Water Reclamati>n Facititv 1TB #2987-1 4 East WRF Effluent Fite,s Rehabilltatiln Howard F. Curren AWTP Denitrification Fifler '-'edia RenL>r,,.,.,nt Ill Northeast WRF Clarifiers 5-8 Rehabitalion COMPLETED PROJECTS Water Punta Golda FL Poole & Kent ComMnv of Florida Water Tampa FL Poole & Kent Comoanv of Florida Waler Arcadia FL Poole & Kent Comnanv of Florida Waler West Palm Bch FL Poole & Kent Comoanv of Florida Water Miarri FL Poole & Kent Comoanv of Florida Water Palmetto FL Poole & Kent Comoanv ol Fkl<ida Water Palmetto FL Poole & Kent Comnanv of Florida Waler West Pam Bch FL Poole & Kent Companv of Florida Warer Miami FL Poole & Kent Comoanv of Fbrida Waler Miami FL Poole & Kent Comn=v of Fbrida Waler Tampa FL Poole & Kent Comn,nv of Fbrida Waler Bradenlon FL Poole & Kent Comoanv ol Fbrida Waler M',arri FL Poole & Kent Com,unv of Florida Water Homestead FL Poole & Kent Comnanv ol Florida Waler Pompano Beach FL Poole & Kent Comoanv ot Fkl<ida Warer M',ami FL Poole & Kent Comoanv ol Florida Water Tampa FL Poole & Kent Com""" ol Florida Water Venice FL Poole & Kent Comnanv of Florida Water Miami FL Poole & Kent ComMnv of Florida Waler Bradenton FL Poole & Kent Comoanv of Flonda Water Miami FL Poole & Kent Comn=v of Florida Water Miami FL Poole & Kent Comoanv of Florida Water Tarnoa FL Poole & Kent Comnanv ol Florida Water Port Charlotte FL Poole & Kent Comoanv ot Florida Waler Miami FL Poole & Kent Comoanv ot Florida Waler Caoe Coral FL Poole & Ke nt Comoanv ol Florida Waler Arcadia FL Poole & Kent Comoanv of Florida Wafer St. Petersburo FL The Haskel Comoanv Water Sarasota FL Poole & Kent Com=v of Florida Water Bo-Mioo Green FL Poole & Kent Comru>nv of Florida Water Tampa FL Poole & Kent Comoanv ol Florida Water St Pelersbure FL The Haskell C=0 •~ Waler Tampa FL Poole & Kent Comoanv of Florida Waler Clearwaler FL B.L.Smtth Water St. Petersbura FL The Haskel Comnanv Water Lauderdale Lakes FL Poole & Kent ComMnv of Fbrida Water St Petersburo Fl The Haskel Comoanv Waler Tampa FL Poole & Kent Comoanv of Florida Water Miami Fl Poole & Kent Comnanv ol Florida Water Fort Mvers Fl Whar1Dn-Smtth, Inc . Waler Fort""'°"' FL Gar= Comoanies. Inc. Water North Port FL Poole & Kent Comoanv ol Florida Waler Tampa FL Poole & Kent Comnanv of Florida Water SI. Petersbura FL The Haskel r•-•anv Water St. Petersburo Fl The Haskel r=anv Water Sarasota FL Poole & Kent ComMnv of Florida Waler CleafW3ter FL Poole & Kent Comoanv ol Florida Waler St Petersburo FL The Haskel r •=0 anv Waler Clearwater FL Poole & Kent Comnanv ol Florida Waler Pom=oBeach FL Poole & Kent Comoanv of Florida Water CleafW3ter FL Poole & Kent Como anv ol Florida Water WestPaknBch FL Poole & Kent Comoanv ot Florida Water Nokomis FL Poole & Kent Comnanv of Florida Waler Cleaiwaler Fl Poole & Kent Comoanv ot Florida Water Tamoa FL Poole & Kent Comnanv of Florida Waler Clearwater FL Poole & Kent Comoanv ol Florida Page 1 of 2 Cit1 of Punla Gorda. FL 100% s 376,974 Citvoflampa 100% s 1,689,328 Peace Rive, Manasota Reribnal Waler Sunnlv AUlhoritv 100% s 3,534.507 Citv of West Pam Beach 100% s 97,040,424 Miami-Dade Countv 100% $ 25,576,690 Manatee Countv 100% s 2,767,950 Manatee Countv 100% s 3,997,678 Citv of West Palm Beach 100% s 24,969,000 Miam.-Dade Countv 100% s 15,895,297 Miami-Dade Countv 100% s 17,895,350 Citvoflampa 100% s 817,218 Manatee Countv 100% s 4,607.169 Miami-Dade Countv 100% s 4,155,850 Miami-Dade Countv 100% s 10,1 18.300 Broward Countv 100% $ 7,750,000 Miami-Dade Countv 100% s 6,988,345 CitvolTamoa 100% $ 4,662,109 Sarasota Countv 100% s 10,071 ,350 Citv of West Palm Beach 100% $ 6,466,000 Manatee Countv 100% s 4,461,455 Miam>-Dade Countv 100% s 13,413,000 Miam>-Dade Countv 100% $ 25,982,500 CitvofTamoa 100% s 1,51 1,534 Charlotte Counl'I 100% $ 2,881.200 Miami-Dade Countv 100% $ 5,798,030 Citv of Caoe Coral 100% s 1.049,000 Citv ol Arcaa,a 100% s 1200,967 Citv of St Pelersburn 100% s 100 000 Sarasola Countv 100% $ 205 549 Citv of Bowline Green 100% s 5,128.343 CitvofTamoa 100% s 887,525 Citv of St Petersbure 100% s 97.420 Sarasota Countv 100% $ 396,992 Citv of Clearwater 100% s 135,000 Citv of St Petersburo 100% s 544,000 Broward Countv 100% s 6,094.250 Cilv of St Petersbura 100% s 367,122 Citv of Tamoa 100% s 1,434,891 Miam>-Dade Countv 100% s 6,300,550 Lee Countv 100% s 12.sn,000 LeeCountv 100% $ 10,040,000 Citv of North Port 100% s 1.169,105 Hillsborouoh Coutv BOCC 100% s 1,356,300 Citv of St Pelersburn 100% s 1,208,000 Citv ot St Petersbura 100% s 478,000 Sarasota Countv 100% s 12,279,000 Citv of Clearwater 1()0% $ 473.000 Citv ol St Petersburn 100% s 142,522 Citvof La-oo 100'¼ $ 13,641 000 Broward Countv 100% s 3,283101 Citv of Clearwater 100% s 1273.704 Ci1v of West Palm Beach 100% s 3,571.530 Citvo!Venice, FL 100% s 9,830.000 Citv of Clearwater 100% s 1,160,000 CitvotTamoa 100o/, s 3,318,000 Citv ol Clearwater 100% s 1,600,000 < Poole & Kent Cct'):nv.:tr:,n, COMPLETED PROJECTS ... ,~,~ Frveash WTP Filter Rehab Wali!f Fon Lauderdale FL Poole & Kent Comoanv of Florida Citv of Fort Lauderdale 100% s 486,470 East & West Sorino Lake Wastewater Exoanson Water Port Charlotte FL Poole & Kent Comoanv of Florida Charlotte Countv 100% s 1,467,000 Bee Ridae WRF Seot= 1m~ements Water Sarasota FL Poole & Kent Comoanv of Florida Sarasota Countv 100% s 815 750 D.L. Tiooin WTF Chlorine Pil)mg and Chemical Buildino Water Tamoa FL Poole & Kent Comoanv of Florida CityofTamoa 100% s 669,903 East Pon WRF s1;wie 1 lmorovements Water Pon Charlotte FL Poole & Kent Comnanv of Florida Charlotte Countv 100% s 12,105,500 Master Pumo Station No. 3, Contract No. S-852 Water Miami FL Poole & Kent Comcanv of Florida Miami-Dade Countv 100% $ 21,976,500 NDWWTP Emef""""" Reoair ol Secondari Clarifiers Water North Mooii FL Wesfech Enoinee,inn. Inc. Miami-Dade Countv 100% s 783,000 WTP 1A 1.0 MG Wale< S!or= Tank /NSMl, Y1233004C1 Water Fon Lauderdale FL Poole & Kent Comcanv ol Florida Broward Countv 100% s 1.322,000 Sorinotree WTP Improvements-Phase I Ooeraoons BuikfO\o & HSP "A" Water Sunrise FL Poole & Kent Comcanv of Florida Cityol Sunrise 100% s 6,336,000 Cons.PiMReol/WWTP • Solicitation #F2013124 Wate, Punta Gorda FL Poole & Ken! r=nanv of Florida Citv of Punta Golda. FL 100% s 1.982,000 SOWWTP Screenino Svstems lmorovements S-863 Water Miami FL Poole & Kent Com=• of Florida Miami-Dade Countv 100% s 5,720,050 Dioesfer P-2/D-3 Cover Renbeement -Contract No. CICC-7360 Wali!f Miami FL Poole & Kent Com""nv of Florida Miam;.Dade Countv 100% s 2,906,360 Coral Sorings WTP lmonMllTlents • Phase Ill Water Coral Snrinn< FL Poole & Kent Comoanv ol Florida Citv ol Coral Sorinas 100% s 7,451 ,000 SDWWTP Cooen Facilitv im""""""'nts D809-WAS0-05-ARRA Waler Miami FL Poole & Kent Comoanv ol Florida Miami-Dade Countv 100% s 20,474,369 WTP No. 2 -Reverse Osmosis Plant Exn•-on Wafer Clearwater FL Poole & Kent Comnanv of Florida City ol Clearwater 100% s 20.787,325 Deeo tniecoon Wei For MS/RO Concentrate Dis=al Booster Purro Wafer Hol>IWMd FL Poole & Kent Comnanv ol Florida City ol Hoftvv.,v,d 100o/, $ 5,665,000 WWTP Dinoster Builcooo and Gas Pioino Svstem Rehab 2012-057 Water Boca Raton FL Poole & Kent Corncanv ol Florida Citv of Boca Ralon 100% s 4,081,922 WTP-ElectricaVGene<ator Buitdino Wate, West Pam Sch FL Poole & Kent Comcanv of Florida Citv of West Pam Beach 100% s 14,458,608 Mernlxane Concentrate Line Re-Roule Water Boca Ralon FL Poole & Kent Com=nv ol Florida City ol Boca Ralon 100% s 1,198,000 NCRWTP Membrane Replacement and Intel-St= Booster Proiecf Water Naples FL Poole & Kent Cornn,nv of Florida Conier Countv 100% s 1.564,000 WTP -Pumos Rehabilitation Water West Pam Sch FL Poole & Kent Cornn>nv of Florida Citv ol West Palm Beach 100% s 456,000 Concentrate Reuse Blendina Control Water Boca Ralon FL Poole & Kent Comoanv of Florida Citv of Boca Raton 100% s 535,439 WWTP Filtration tmorovements F2011132 Water Punta Gorda FL Poole & Ken! Comoanv ol Florida Citv ol Punta Gorda, FL 100% s 3,255,000 RAS Pumo Station Vatve Reolacement 11993404 Water West Palm Sch FL Poole & Kent Comoanv ol Florida Citv of West Palm Beach 100o/, s 1.083.000 SRWWTP Clarifier Nos. 5-8 Flow D.-erson Box Rehab Water HolMVOOrl FL Poole & Kent Comoanv of Florida City ol Hof"""""" 100% s 1,369,000 Saworass WWTP UpCJadeS lo H""~n Peroxide Water Sunrise FL Poole & Kent Comoanv of Florida City of Sunrise 100% s 134,029 HolivwMd WTP RO Train "A" Reolacement Water Hollw.ond FL Poole & Kent Comnanv of Florida Citv of Holtvwood 100% s 1.470,000 Electri:al Power Gene<alor Svstem Exoans'on 10-4517 Waler Hollw.onrl FL Poole & Kent Comounv ol Florida Citv of Ho!1vwood 100% s 855,724 SDWWTP Filter System Contract No. 5-805 Waler Miami FL Poole & Kent Cornoanv of Florida Miami-Dade Countv 100% s 134,253,000 WTP Fifle< Va'Ne Replacement & Cor,trol Svstern Uoorade 019-12 Water Naples FL Poole & Ken! Cornoanv of Florida Citv ol Naoles 100% s 1,263,300 Citv of Belle Glade WWTP lmorovements W\JD 10-062R Water Wesl Palm Sch FL Poole & Kent Comoanv ol Florida Palm Beach Countv 100% s 1,623,000 Ca"" Coral Maintenance Water CaoeCoral FL Poole & Kent Comnanv of Florida Citv ol Caoe Coral 100% s 300,000 IHollwlood WTP Memblane Reolacement 10-4231 Water Hol.......,d FL Poole & Kent Cornnanv of Florida Citv of Hoftvv.,v,d 100% s 1,770,963 SDWWTP HLD Uoaade to 285 MGD EIIIJent Pumo Slaton S-817 Water Miami FL Poole & Kent Corncanv ol Florida Miami-Dade Countv 100% s 21,008,660 Soulll Miami HeiQhts WTP Rese<VOi & Hoh Service Pumo Station, W-857 Water Miami FL Poole & KentT,.;,nanv of Florida Miami-Dade Countv 100% s 16,287,364 S.R.W.W.T.P Oxvnen Svstem UDQfa<le99-9405 Water Hollvwnod FL Poole & Kent Cornoanv of Florida City ol Hollvwood 100% s 10,438,709 SDWWTP Seotane Receivina and Solids Process Bui""nn S-829 Water Miami FL Poole & Kent Comnanv ol Florida Miami-Dade Countv 100% s 11,364,490 finished Wat.er Disinfecron and Chemical Svslem lmcrovemenls Wafer Boca Raton FL Poole & Kent Comoanv ol Florida Citv of Boca Raton 100o/, s 913,219 SDWWTP Chlorine Contact Tan k Nos. 510 9, S-812 Water Miami FL Poole & Kent Comcanv ol Florida Miam;.Dade Countv 100% s 18,096,498 Reoumo Statons A B and E Walel Fon Lauderdale FL Poole & Kent Comoanv ol Florida Citv ol Fo,t Lauderdale 100% s 11,734,446 Town ol Juotter Nanofiltation Plant Water Jupiter FL Poole & Kent Comnanv of Florida Town of Juoiler 100% s 36,600,000 North Ca'"' R.O. Facifitv Water r.-corat FL Poole & Kent Comnanv ol Florida Citv of Caoe Coral 100% s 44,1\54,000 SDWWTP o,w .. nat'on Train No. 7 Contract S-816 Waler Miami FL Poole & Kent Comoanv ol Florida Miami-Dade Countv 100% s 8,831950 Lal<e Reoon Water Treatment Plant Water Belle Glade FL Poole & Kent Comoanv ol Florida Palm Beach Countv 100% s 19,727,000 Lake Reonn WTP Wellfoeld Wafer Belle Glade FL Poole & Kent Comoanv of Florida Palm Beach Countv 100% s 5,026.000 Southwest WRF Expanson Wali!f Cane Coral FL Poole & Kent Comnanv ol Florida Citv ol Caoe Coral 100% s 54,173,000 Nor1!l Countv WTP Water Vero Beach FL Poole & Kent Comnanv ol Florida Indian River Cou ntv 100% s 21 ,080.300 Collier R.0. Plant Water Naoles FL Poole & Kent Cornnanv ol Florida Collier Countv Board ol Countv 100% s 24.373,000 Lchme""' Puma Station lmollM!ITlents Water Fort Lauderdale FL Poole & Kent Comoanv ol Florida Citv of Fort Lauderdale 100% s 7.351 ,475 Everest Admin Buildin9 Water Cape Coral FL Poole & Kent Comoanv of Florida City of Cane Coral 100% s 8,668,000 Hollvwnod Roof / AC Replacement Water HolMM'lOd FL Poole & Kent Comnanv of Florida CityofHol"""""' 100% s 597 200 Fiveash WTP Filer Rehab Wali!f Oakland Park FL Poole & Kent Comnanv ol Florida Citv of Fort Lauderdale 100% s 1,748 .000 ~ 0 Page 2 of 2 Collier Co unty So licitation 23-811 6 FORM 6 -TRENCH SAFETY ACT T HIS FORM MUST BE COMPL ET ED OR BID MAY BE D EEMED NON-RESPONSIVE. Bi dder ack nowledges that incl uded in the va rious items of the bid nnd in th e Tota l Bid Pri ce arc costs for co mplying with th e Florida Trench Safety Act (90-96, Laws o f Florida) effective October I. 1990. The Bi dde r fu rth er identi fi es the cost to be su mm arized below : Tre nch Safety Units of Unit Unit Ext en ded Cos t Mcftsu rc Measure (Quant ity) Cost < Desc rip tio n) (LF.SY} l. Slop ing LF 3,500 $7 .00 $24 ,500 2. Trench Box LF 500 $25.00 $12,500 3 . Sheet ing LF 60 $350.00 $21 .000 4 . 5. TOTALS 58 .000 Date: 05/16/2023 Cons truction Solicitation Doc rev 04152022 5/4/2023 6 :05 AM p . 13 CAO Collier County Sol icitation 23-811 6 FORM 7 -BID BON D TIIIS FORM MUST B£ COMPLETf,D O R BID MAY BE DEEM ED NON-RE SPONS I V E/NON- R ES PO N I SBLE KNOW ALL MEN BY THES E PRESENTS. that we Poole&KentCompanyolF lorida J781 N.W. North River Drive. Miami. FL 33125 (herein after called t he Principal) and Js.1;1vele rs Casualty and Surety Company of America . (herein called the Surety). a ~orporation chartered and existing under the laws of the State ol'_Qgnnecticut with its principa l offices in th e city of--'H'--"a"'rt""fo,.,r,;.d _____ _ and authorized to do business i n the State of Florida are held and firmly bound unto the Collier County Board of County Commissioners (hereinafter cal led th e Owner). in the fu l I and just sum o f Five Percent of the Amount Bid do l lars($ 5% of Amt. Bid ) good and l awful money of the U nited States of America, to be paid upon demand of the Own er. lo whkh pa y ment wel l and truly to be made, the Principal and the Surety b ind th emselves. th ei r heirs. and cxcct1tors. administrators, and assigns , j o intly and severally and firmly by these presents. W hereas, the Principal i s about 10 subm it. or has submillcd to the Owner, a Bid for furnishing all labor. materials. equipment and incidental s necess ary to furnish. install, and fully complete the Work on the Project known as Bid No. 23-8116 No rth C oun ty Wall'r Rec lamation f,1 cili1 y (l\'CWR F) Prct1·catme nt Facility. OW. T l IEREFORE, if the Owner sha ll accept the Bid o f th e PRINCIPAL and the PR INCIPAL sha ll enter into the required Agreement with the Owner and within ten days after the date of a written Notice of Award in accordance with the tcnns of such Bid. and give such bond or bonds in an amount of 100% the total Contract Amount as spccilicd in the Bidding Documents or Contrnct Documents with good and suflicient surety for the faithful performance of the Agreemen t and for the prompt payment of lobor . nrntcrinls and supplies furnished in the prosecution thereof or. in the event of the failure of the PR I NCI PAL to en ter into such ,\grcement or to give such bond or bonus, and de liver lo Owner the required certificates of insurance, if the PR INCI PAL shall pay to the 0131.IGEE the fixed sum of S 5% of Amt. Bid noted above as liquidated damages, and not as a penalty . as provided in the Bidding Documents. then 1his obligation shall be 111111 and void, otherwise 10 remain in Ii.ill force and ellect. I N TESTIMON Y Thereof; the Princi pal and Surety have caused th ese presents lo be duly signed and sealed this ~ day of April . 2023 BY ,~!Florida atrick==l &CEO Principa l (Seal) Travelers Casually and Surety Company of America Surety BY (Seal) Non Resident License #W447916 Countersign ed Appoi nted Producing Agent for __ N..:.1..:.A _________________ _ 31612023 7: 19 AM p , 13 CAO ~ 0 FLORIDA DEPARTMENT OF FINANCIAL SERVICES 1VELLY RENCHIWICH License N umber W447916 Non R esident Insurance License Is sue Date 10/24/2017 • 0920 -NON RES GEN LINES (PROP & CAS ) Please Note: NOTICE -This non-resident license is limited to the classes of insurance reflected above and Is further li mited t o ONLY those classes of insurance for which you are licensed in your home -ii:) ..L • state. ~ Wi%A- A 1,ceniee may on4y ua:isact insurance w1!rl an actt'/o appoi:rirmern by an eligible insurer oc emp!oyec If you are acting a.s a surplus tines agent. pub~ adjuster. or reinsurance intermed•a<y managet/brokM. ycu should have an apposntmen1 ,e,cocded in your own name on file with the Department II you are ut\sure of 'fOUl hce-nse Junmy Pa(runis statv5 you should contact 1he Fk>oela Oepartmool ot Fin.'.l.nc::a:l Service~ 1mmed1.::itefy. Th,$ hcense wHI e)(,:>ire 1f mor~ ;nan 48 mOc"llhs elapse wi1hout an appointment ro, Chief Financial OITiccr each c!ass ot .nsurancc listed tf sveh expiration oca.ors the lndiVtdua! wifl be r equn.e to re -quehfy as a first-t.me apphca~t If th1$ Jicen.se: was cbrained t:,y pa$$ing a .,, • ... • hcensvre examiiation offered by the Floftda Oepa:tment of F,n&ncial Sef'viee-s, the lansee rS req.a!f"ed to comP'y Wtth conu.nuing educouon reQuremen~Si contained in State of l· lo n da 626.2815 or 648.385 . Florida S1a1u!.es. A licensee may track the..-conlinuing education requirements C)mpfete-d or needed tn their MyProfile account at hups·Jldk::e fidfs com To validate !he acwracy of 1h,s licens.o you may reviav the individ~al license record undet '1.icensee Search'" on the F lcri-da Department ot Financial Se,vices webs11e at h!tp'/lwww MyFlor.c.1aCFO comJ01v,SJOf'\IA~en!s ~ TRAVELERS J Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESE NTS: That Travelers Casually and Surety Company of America , Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporati ons duly org anized under the laws of the State of Connecticut (herein collectively called the "Companies"). and that the Companies do hereby make, constitute and appoint Nelly Renchiwich or UNIONDALE , New York , thei r true and lawful Attomey(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances. conditional undertakings and other writi ngs obligatory in the nature thereof on behalf or the Companies in their business of guaranteeing the fidelity of persons , guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF . the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of Ap ril, 2021 . State of Connecticut City of Hartford ss. On this the 21st day of April, 2021 , before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies. and that he , as such . being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF , I hereunto set rny hand and official seal. My Commission expires the 30th day of Juno. 2026 r.;+:v.·;·-;.ss~ r.:::' .. , P4JW ': J \'!.f:?1'11 Anna P. Nowik , Notary Public This Power of Attorney is granted under and by the authority of lhe following resolutions adopted by the Boards or Directors or each of lhe Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman. th e President, any Vice Cha irman , any Executive Vice President. any Senior Vice President , any Vice President. any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance. or cond itional undertaking , and any of said officers or the Board of Directors al any Ume may remove any such appointee and revoke the powe r given him or her; and It is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Sen ior Vice Presiden t or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of lhis Company, provided that each such delegation Is in writing and a copy thereof is filed in the office of the Secretary; and It is FURTHER RESOLVED, that any bond, recognizance , contract of indemnity. or writing ohliQatory In the n11t11re of a bond, recogol zanc;e, or conditional undertaking shall be valid and binding upon the Company when (a} signed by the President, any Vice Cha irman. any Executive Vice President. any Senior Vice Pres iden t or any Vice Presidenl, any Second Vice President, the Treasurer, any Assistant Treasu rer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Compa ny's seal by a Secretary or Assista nt Secretary; or (b) duly executed (under seal , if requ ired} by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOL VED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by fa csimile lo any Power or Attorney or to any certificate rela ting thereto appointing Resident Vice Presiden ts, Resident Assistant Secretaries or Attomeys~n- Fact for purposes only of executing and attesting bonds and undertakings and other w ritings obligatory in the nature thereof, and any such Power of Attorney or cerUficate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or underslanding to which it is attached. I, Kevin E. Hughes, the undersigned . Assistant Secre tary of each of the Companies, do hereby cert ify that lhe above and foregoing is a true and correct copy of the Power of Attorney executed by said Compa nies , which rema ins In fu ll force and effect. Dated this 12th day of April ,2023 . Z Kevin E. Hughes,AsSltantSecretary To verify the authentldty of this Power of Attorney, please call us at 1 ·800-421 ·3880. Please refer to the above-named Attomey(s}-in-Fact and the details of the bond to which this Power of Attorney Is attached. CAO SI:1Ic or Floi-ida TIU VELE RS CASUALTY AND SU RETY COM PANY OF AME RICA H A RTFO RD, e r 06 183 l'RIN Cll 'AL'S ACK!\'O\\'LEl)(;~I E.'\T . Cuun ly o l" Mi~mi-Dncle ;ss. On th ig -1.§~ day ol' __ _,-"-'LJ----i n the year 20_.23_. hcfort: me, the unders ig ned. pcrsonnlly ,l ppea rcd ___ _,aattick .. H ... Cari:---- pcrsonally known 10 me or proved to me on Ihe bas is of sa1i sfoc10 1") c 1·idcncc to be the individua l whose name is suhscribcd lo the w i1 hin i nslrumcnl und .iclnow kdgc d to me lhat he/she cxcc11Ied the same in his/her capac il)·. and that by hisihc·r signature 011 Ihc ins1rumcn 1. 1hc individual. nr th e person upon hchal I' or" hich 1hc indi, idual .,c ,cd. cxec111cd the ins1r11mcn1. Sta te <>f' New Yo rk On th i~ 12th . Co111ll) o r Nassau perso nally ~110" n 10 me. and who. be ing h) Nassau County. New York Not.in· Pub lic me duly sw orn. diJ dcpl)SC aml say: That he/she n::sidcs in 1ha1 I11.:/shc is A11nrncy -in-Facl of TRI\ \'ELERS C,\SV .-\LTY .'\i'\I) Sl 1RETY CO i\ll'AN , O F A .\IEIU('A, 1hc corpora 1ion dcscribcJ i11 and which cx<:c u1ed lhc wi 1hin in,1rume11t: that hdshc kn,m s the corporate sea l ol' said Cnmp,m y: IhaI the sc11l a nixed to said insIrumcnt i; such Cllrpor.1 Ic ,cal : and that hcishc signed s;iid instrument as ,'\11orncy-in-Ftlcl h) aut hor ity of Ihc Boa rd l>i' DirccI,ir.; or su it! C'o111pan): nnd nllianl did 1'11r1hcr dc p,1sc and suy 1haI th e Sup.:rinkndc nl of the SI al<' of N.:w York Department of Finandal Ser v ice, has. pursmu11 10 Se.:Iion l I I I of Ihc , cw York l nsurnn.:c I.aw. issued to TR,\ \'E LEl<S C.-\S l 1AI.TY AN H SL'RETY C0:\-11',\;\'Y O F ;\;\11•:Rt C \ his/her ccrti licmc that sa id Co mp,rn) 1s qual ified to bccmnc and lx: acccpkd as .<urc ly ,,r gu.irnnlor <•n .ill bonds. umlcrtaki11gs. rccog nizanc.:s , ''""'"""· m,d mhc, »hlig,rno,., '""";red "' p,m, ;""' h> '"". ,md ,hm sa,h ~n; """' has "'" ~(} { ,4-J;~lf__, DONNAMARI E A KISSANE Notary P11hlil· TRAVELERS CASUAL TV ,A,tlD SURIT\' CO!,'PAHY Of <11,IERCA Notary Public. Stale of New York No, 01 Kl6297783 HARTFO RD, COtmECTICUT C6IS3 Qualified in Nassau County Commission Expires 03/03/2026 FJIAIICIAL STATEMEIIT AS OF DECEIJBER 31 , 2022 AS FILED ffl THE STATE OF NEW YORK BONDS STOCKS CASH ANO fNfSTEO CASH OTHER IIIVESTED ASSETS ASSETS SECURITT:S LENDING RER!Vt:STED COLLATERAL ASSETS JIVESTMEIIT t JCO l,•E DUE AND ACCRUED PREl,IIU I,\ BALANCES REltlSUAAIICE RECOVERABLE t1IT DE FERRED Ttv: ASSET CURRHIT FEDERAL AIIO fORflGtl tlCOME T.o.xfS RECOVE?AB LE ANO I GUARAlfiY FUNDS RECEr✓ABLE OR Oil 01:POSfl' RfCE~/ABLE FR014 PARftfTS, SUBS01,>,RES AND AFFILIATES OTHER ASSETS TOTAL ASSETS CAM AL STOCK S 6 460 ,000 S •Jlla,996.790 102,6'J9, 11 I 20,1 10,068 5,661,540 25,605,872 •2.265,7~ 308.•25,453 57,954,515 68,131,600 3,250,318 1,059,•82 1<,866.6CO %S,37• S 5,440 ,130,489 LOSSES LOSS AOJUSTl.lfh'T EXPENSES COMIJISSKJIJS OTHER EXPi;HSES TAXES, UCEl1SES AIID FEES Llt.BILITES 8 SURPLUS REflSURAtlCE PAYABLE Oil P"-D LOSSES AND LOSS ADJ EXPHISES U"EARIIED PREMUI.IS ADV"-tlCE PRtl-lUM POUCYHOLCER DWOENDS CEOt:D REIISUAAtlCE NETPREI.IIUI.IS PAY ABLE AJ,\OU!ITS WITHHELD I RETAINED BY COl,IPAIIY FOR OTHERS REIJITTAIICES AUD ITTMS !IDT A LLOCATIO PROVISIOII FOR RftlSUAAIICE PAYABLE FOR SECURfl'ES lfNOIIIG RETROACTIVE REi1SURANCE RESER\/!; ASSUMED OTHER ACCRUED tcXl'EIISES AIID LIA-81.ITf S TOTAL UABILfl'ES C,:.FITAL STOCK PAO fl SURPLU S OTHER SURP\.US TOTAL SURPL US TO POLICYHOLDERS TOTAL LIA-Bll.lTES& SURPLUS 5 1,3S5,2S7, 132 133,664,S03 SS.•%.n4 •9.033,0 47 16,S07,42.S (1,735,793) 1,394,161 , 18~ 3.SS0,400 18,122,229 73,928,9 11 23,586,276 5,082 ,055 6,464, }8,< 2S,805.S72 7SS.441 ltla,6I• s 3,190,885,707 s 6,480,000 433,803,760 1,609,16 1.022 s 2,249,444.782 S 5,4-10,130,489 CAO Colher County Solicitation 23-8116 FORM 8 -INSURANCE AN D BO~DING REQUrREMENTS The Vendor shall at its own expense, carry an d maintain insuran ce coverage from responsib le companies duly a uthorized 10 do business in 1he Sta le of Flo1ida as se t for1h in FORM 8 of this solici tation . The Vendor shall procure and maintni n property in surance upon 1hc entire project. if required, to the full insurabl e value of the scope of wo rk . The Coun ty and th e Vendor waive against each other 11nd th e Co unty's se parate Vendors, Contract ors , Design Cons ult ant, Subcontract ors . agents and empl oyees of each and :ill of 1hcm , al l clnnrnges covered by property insurance prov ided herei n. ex cep t such ri ghts as 1hcy may have to the proceeds of su ch insurance . The Vendor and Cou nty shall. where a ppropriate , require sim ila r wa ivers of subrogation from lhe Co unty's separate Vendors, Design Co nsultants and Subcon trac1o rs and shall require each of them to include simil ar waivers in th eir contracts. Collier County shall be responsible fo r purchasing and maintaining its own liab ility insurance. Cerri lie ates issued as a result of the awa rd of th is solicitati on must identify ··For any and al I work performed on bchal f o f Collier County". or. the ~1iccific solici tation n umber and title. The Genera l Liabili ty Policy provided by Vcndor to meet lhc requiremen ts of this solicimtion sha ll name Coll ier County, Florida , as an addi tio nal insured as to the operations of Vendor under thi s soli citation and shall con tain a scvcrabili ty of interests provis ions. The Ccrtilicate Ho lder shall be named as Co llier Count y Board of County Commissio ners, OR, Board of Cou nty Commissioners in Co ll ier County. OR Co ll ier Cou nty Govern ment, OR Co lli er Cou11 1y. The Certificalcs of Insuran ce must state th e Co ntract Number, or Projcet Numbc r. or spcc i fie Project description , or must read: For any and all work performed on beha lf of Collier Coun ty. The amounts and types of in su ranc e coverage sha ll co n lo rm lo the mi nimum requirements set forth in FORM 8 with the use of In surance Service~ Offi ce (IS O) fo m,s and endorsements or th eir equi va lents. If Vendor has an y self- in sured retent ions or deductibles under any of the below listed minimum required coverage. Vendor 11111st iclen tify on the Ccnilicatc of Insurance the natmc and amo unt of such sel f~ insured retentions or dedu ctibles and provide sa ti sfactory evidenc e of li nanci al responsibility for suc h ob liga tio ns. All se lf-insured re lent ions or deductibles wi ll be Vendor's sole responsibi lity. Covcragclli.} sha ll be maintai ned without in1cm1p1ion fr om th e date of commenceme nt of th e Work unti l the date of completion and accepta nce of the scope of work by the County or as spccificcl in th is solicitati on, whichever is longer. The Vendor and/or its in s uran ce carrier sha ll prov id e thirty (30) days wrillcn notic e to the Co unty of po licy ca nccll 11tio n or non-ren ewa l on th e part of the insurance carrier or the Vendor . Th e Vendor shall also not ify the County , in a like manne r, with in twen ty-fo ur (24) hours after rece ipt, of any notices o f expi ration , cancellation, non- renewal or materia l change in coverage or limits received by Vendor from its in s urer and nothing conta ined herein sha ll reli eve Vendor of this req uiremen t to prov ide notice. In the event of a reduct ion in th e aggregate li mit of any policy to be provided by Vendor hereunder, Vendor shall immediat ely tnke steps to have the aggrcga 1c lim it re instated to the full ex tent permi tted under such policy. Sho uld at any time the Vendor not maintain th e in su rance coverageli) required herein, the County may termina te th e Agreement or al its $O le discretion shall be au th ori zed to purchase imch covc ragelli.} and charge the Vendor for such covcrage(H purchased. If Vendor fai ls to reimburse the Co Ltnty for such costs with in th irty (30) days after demand, the Cou nty has the ri ght to offset these costs from any amoun t due Vendor unde r this Agreement or any other agreeme nt between the County and Vendor. The Coun ty shull be under no obligatio n to purchase such in surance, nor shall it he re sponsi ble for Lhe covcrage(H purchased or the in surance company or companies used. The decision of the County to purch ase suc h insu rance covcragc!il shnll in no way be co nstru ed to be a waiver of any of its rig hts u nder the Contrnct Docume nts. If the initial or an y subsequently issued Certifi cate of In surance ex pire s prio r to the completion of the scope of work, the Vendor shall furnish to the County renewal or replace ment Cc11 ifi ca te(s) of Insurance not later than ten (10) calendar days afrer the expirat ion date on the cert ifica te. Failure of the Vendor to provide th e Cou nty with suc h renewa l ce1tificate(s) shal l be considered justilicali on fo r the Coun ty to tenn innte any and all contracts. 5/4/2023 6:05 AM p. 15 CAO Collier County Solicitation 23-8116 Insuranc e/ Bond Type I. [81 Worker's Com pensation 2. [81 Employer's Liability 3. [81 Commercia l Genera l Liability (Occu rrence Fo rm) pa tterned after the cu rren t ISO form 4. [81 Indemnification 5. [81 Automobile Liability Collier County Florida Jn surancc and Bonding Requirements Required Limits Statutory Lim it s of Florida Statutes, Chapter 440 and al l Federal Govcmment Sta tut ory Limi ts and Requirement s Ev idence of Workers' Compensation coverage or a Certificate or Exe mption issued by the State of Florida is req uired. Entities that arc formed as Sole Proprietorships shall no, be required to provide a proof of exemption . An application for exe mption can be obta ined onl inc at http~:/lapp;;.f]df;;.con)lbocexcmpt/ $1,000,000 single Ii mil per OCC\IITCllCC Bodily Injury and Property Damage $_2,000,000 __ singlc lim it per occurrence , SJ,000,000 aggregate for Bodily Injury Liabil ity and Property Damage Liabi liry. The General Aggregate Limit Shall be endorsed to apply per project. Thi s sha ll includ e Premises and Operations; Ind epen dent Contractors; Products and Completed Ope rations and Co ntractual Liab il ity. To the maximum extent pc m1ittcd by Florida law, the Contractor/Vendo r shall defend, indemnify and hold harmless Co ll ier Co unty, its officers and emp loyees from any and all liabi li ties, da mages, losses and cos ts, includin g, but not limit ed to, reasonable attorn eys ' fees and pa ralegals' fees . lo the extent caused by th e negligence, reck lessnes s. or in tcrllionally wrongful t;o nduct of the Contractor/ Vendor o r anyone employed or ulili zed by the ContractorNcndor in the performa nce of th is Agreement. $_1,000,000__ [;'.ac h Occurrence; Bodi ly Inj ury & Property Damage. Owned/Non-owncd/H ired : Automobil e Included 6. [81 Other insu rance as D Watcrcrafl noted: $ _____ Per Occurrence 5/4/2023 6:05 AM 0 Un ited States Longshoreman's and Harborworkcr's Act coverage shall be mainta ined where app licable to th e completion of th e work. $ _____ Per Occurrence 0 Maritime Coverage (Jones Act) shall be maintained where ap pli cab le to th e co mpletion of the work. $ _____ Per Occurrence D Aircraft Liability coverage shall be carried in li mits of not less than SS,000,000 each occurrence if app li cable 10 the comp le tio n of the Servi ces unde r this Agreement. S _____ Per Occu rre nce [81 Contractor s Polluti.on Li ab ility $ 1,000,000 Per Occurrence D Professiona l Liabili ty $ _____ Per c laim & in the agg regate [81 Umbrella/Excess Coverage $3,000,000 Per Occull'encc 0 Valuable Papers In surance 0 Cybcr Liabiliry D Techno logy Errors & OrnissilJ ns $ _____ Pe r Occurrence $ _____ Pe r Occurrence $ _____ Per Occu rren ce p, 16 CAO Collier County Solicitation 23-811 6 7. ~ Bid bo11d ~-[gj Pcrformancc and Payment Bond~ Shall be submitt ed wirh proposal response in the form of cc n ificcl fund~. cashie rs· check or an irrevocable letter of credit. a ca,h bond po sted with rhc County Clerk , or proposal bond in a ~um equa l 10 5% of the cost proposal. All check~ shall be made pnyablc to th e Col l ier Counry Boa rd of County Com111 is~1011crs on a bank or trust company l oca ted i n th e State ,1f Florida and insured by rhe Federal Deposit Insurance Corpora tion. For projects in excess or $200.000. bonds shall be submi 1tcd wirh the executed contracr by Proposers rc cci ,·ing award, and written for I 00% of the Contract award amount, the cost born e by the Propose r receiving an awa rd. The Performance and Payment Bonds sha ll be undcrwritlen by a su rety au th orized to do business in the Srntc of Florida and otherwi se acceptable to Owner: provided , however , the surety shal l be rated as '·A-" or bcucr as to genera l policy holders rating and Class V or higher rarin g as 10 financial size catcgl)ry and 1hc amounl required shall 1101 exceed 5% of th e reported policy ho lders· su rp lus. nll as reported in the most current 13csr Key Rating Guide. published hy /\.M. Hi:st Compa ny. I nc. of 75 Fulton Stree t, New York. New York 10038. 9. [8J Vendor shall ensure 1hal all subcontractors comply w ith the snmc insnrnncc requiremen ts 1hat he 1s required 1u meet. The same Vendor shall prov ide County with ccni lica1cs of insurance meeting th e n.:quim.l i nsurance provis ion~. I 0. t8J Collier County must be named as "A D D IT I O NAL I NSU RED" on the Ins u rance Ccnilicatc\ for Commerci al Gene ral Liability where requi red . Thi , 1ns-urnncc shall be prim ary and no11-co ntrihutory wit h respect to ony oth er insurance m aintai ned hy. or available for the benefi t of. the J\ddi t ion:i l I nsured and th e Vendor's p(>licy shall be cndors(;<i accord i ng ly. 11. [g) The Certifica te Holder shall be named as Collier County Boa rd of County Commissio ner~. OR. Board or County Commissioner $ in Co l lier County. OR Collier County Government. OR Collie r County . T he Ccrtilkalcs of Insurance m ust sta te the Contract Kumbcr, or Project Number. or spec i fic Project desc ri pt ion. N must read: For any and all work performed on behalf of Collier County. 12. ~ On all cert i fica tes, the Ccrtificat·c II older m u st read: Collier Count y Board of Commissioners. 3295 Tamiam i Trail East. Naples, FL 341 12 13. [8] T hirty (30) D ays C unccllati on Not ice required. 14 . Collicr County sha l l procure and maink~i n Builder$ Risk lnsuram:e on all construction projects where it is deemed necessary . Such coverage shall b.:: cndo~cd to cov('r the interest~ of Co l lier County as we l l as th e Contractor. Premiums sha ll be billed to the project and the Contrnctor shall not include B ui lders Risk prcmi11 m s in its project proposal or project billings. All quc,ti ons regardin g Bu i lder's Ris k Insurance will be addressed hy th e Col lier County Risk Man:igcm cn r Division. Vendor's Insu ra nce A cccptnnt'e By submiss ion of the bid Vendor accepts uml undcr~tancls the insurance rcqtiircmcnts of these sp cci fica tions nnd that the ev idence of in surnbility may be required within liw (5) days of the award of this rnlicitntion. The i nsurnnce submitted must p rovide covcrngc for a minimulll or six (6) months from the da l e of award. 514/2023 6:05 AM 0511612023 Patrick H. Carr, President & CEO p. 17 CAO ,=_ ~ Poole & Kent ";"" Contractors Insurance An EMCOR Company Poole & Kent Company of Florida (P&K) can provide the proper types of insurance that meet your requirements. All of our insurance carriers have an A.M. Best Rating of "A-" or higher. • Continental Casualty Company [General / Automobile] • American Casua lty Company of Reading, PA [Workers Compensation] • Continental Insurance Company [Umbrella) ♦ GuideOne National Insurance Company (Property / Bu ilder's Risk) • Steadfast Insurance Company [Professional/ Po llution] Marsh USA, Inc. Contact: Brian M. Lynch Phone: 212-345-0557 A.M . Best Rating: A (Excellent) A.M. Best Rating : A (Excellent) A.M . Best Rating: A (Excellent) A.M . Best Rating: A-(Excellent) A.M . Best Rating : A+ (Superior) Broker for Continental Casualty Company I American Casualty Company I Continental Insurance Company Willis Towers Watson Northeast, Inc. Contact: Kristin Adams Phone : 617 -638-3 700 Broker for Guide On e National Insurance Company I Steadfast Insura nce Company Refer to the attached evidence of insurance . CAO ACORD@ CERTIFICATE OF LIABILITY INSURANCE I D"'TE (MMIDDIYYYY) ~ 09/1012022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR N EGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions o r be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain polici es may requiro an endorsement. A statement on this certificate does not confer r i ghts to the certificate holder in lieu of such endorsemenl(s). PRODUCER CONT,,.CT NAM E: '"MARSH USA INC f&~~NJ ...... ~,. I r..e~ Nol 1166 AVE NUE OF THE AMERICAS NEW YORK. NY 10036 E•MA ll Phone: 866-966-4664 ADDRESS; Emcor.Cerirequesl@marsh.oom I Fax 203,229-6787 INSURER/$) AFFORDING COVERAGE NAIC# CN102796740.POOLE•COM·22·23 INSURER A: r ~•······· r, .... 11v ramn.nv 20443 INSURED INSURER 8 : A=nean ,._ ... , •• "·-·•nv nf R·••jnn PA 20427 POOLE & KENT COMPANY OF FLORIDA 1781 N.W. NORTH RIVER DR. INSURER C ; T '°"'D0dalioa IDSUUl!Jt• rn 20494 MIAMI, Fl 33125 ltiSURER D: rcll!lJinm\aLltrui.!.il~Ql.(DJ)~" 35289 INSURER E : -·--- INSURER F ; COVERAGES CERTIFICATE NUMBER· NYC-009223892-37 REVISION NUMBER· 22 THIS IS TO CERTIFY THAT THE POLICIES OF IN SURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED . NOTWITHSTANDIN G Af<Y REQUIREMENT, TERM OR CO NDITION OF ANY CONTRACT OR OTHER DOCUM ENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTA IN . THE INS URANCE AF FORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDIT IONS OF SUCH POLIC IES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. i NSR TYPE OF INSURANCE l~? ... D_L ~.~~!l POllCY EFF POLICY EXP LI MITS Lrl'< POLICY NUMBER I •MM1on1yyvy1 . IMM/OONYYYI A ~ COMMERCIAL GE NERAL LIABILITY GL 7034187267 10!0112022 10/0112023 EACH OCC URRENCE $ 5.000,000 ~-~] Cl.AIMS-MADE 0 OCCUll 'lliWIIGE -ro-~meJY ---PREMISES /Ea ocwncnc•I s 1,000.000 MED EXP (Any ono =rsonl $ 25,000 -PERSONAL & ADV INJURY s 5,000.000 - GEN'L AGGREGATE LIMIT APPLIES PER: GENERAi. AGGREGATE s 10.000.000 ~ GJ PRO· □Loe PRODUCTS • COMP/OP AGG s • 14,000,000 POLICY JECT OTHER· $ A AUTOMOBILE LIABlllTY BUA 7034187298 10/0112022 10/01/2023 ~~~:~~~l'NGLE LIMIT s s.0000~ - ~ ANY AU1O BODILY INJURY (Per pc,scn) s ~ SCHEOUlED OWNED BODll Y INJURY (Por occ:idonl) s -AUTOS ONLY p= AUTOS iF°PERTYib1AMAGE X HIRED NON -OWNED s ,__ /\UTOS ONLY AUTOS ONLY Pero~nt Aulo Ptwsical Oamooe $ Included D X UMBRELLA LIA S l~OCCUR CUE 7015644968 10/01/2022 10/0112023 EACH OCCURRENCE $ M00.000 -EXCESS LIAB CLAIMS•MADE AGGREGATE s 5 000,000 OED I X I RETENTIONS •~1,M s B WORKERS COMPENSATION WC 7 34187 110(AOS) 10/0112022 10/01/2023 XI mruTE I I :?JH· D ANO EMPLOYERS' LIABILITY Y /N WC 7 34181601 (CA) 10/0112022 10/01/2023 ANYPROl'RIETORJPARTNERIE XECUT IVE 0 E.L. EACH ACCIDENT s 1 000,000 C OFFICER/MEMBER EXCLUDED? N I A 10/0112023 (Mondol0ty In NH) we 7 34187558 {AZ, OR. WI) 10/0112022 E L DISEASE • EA EMPLOYEE S 1,000,000 ~m~::Wi§~ o1iPEHA TION s below E L. DISEASE • POLICY LIMIT s 1 000.000 I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORO 101, Addltlo-nal Remarks, Schedule, moy be :.ttochod If moro sp11co I$ fcq1,.1ir('d) EV IDENCE OF COVERAGE CERTIFICATE HOLDER CANCELLATION POOLE & KENT COMPANY OF FLORIDA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 1781 N.W. NORTH RIVER DR. THE EXPIRATION DATE THEREOF, NOT ICE WILL BE DELIVERED IN Ml.A.Ml, Fl 33 125 ACCORDANCE WITH THE POLICY PROVISIONS . AUTHORIZED REPRESENTATIVE of M:1rsh USA Inc. I ~4-USA?ne. © 1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD CAO AGENCY CUSTOMER ID: --"C"-N'-'1-"'0""-2.,_79::.:6,..7--'4"'0 ____________ _ LOC #: Norwalk ADDITIONAL REMARKS SCHEDULE Page _2 _of _2_ AGE NCY NAMED INSURED '"MARSH USA INC POOLE & KENT COMPANY OF FLORIDA 1781 N.W. NOOTH RIVER DR. POLICY NUMBER MIAMl,FL 33125 CAR RIER I NAIC CODE EFFECT IVE DATE: ADDITIONAL R EMARKS THIS ADDIT IONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER : 25 FORM TITLE: Certifi cate of Liability Insurance AUTO PHYSICAL DAMAGE COMP I COLL DEDUCTIBlE S500 IN THE EVENT OF CANCELLATION OR MATERIAL CHAl>GE THAT REDUCES OR RES TRICTS THE INSURANCE AFFORDED BY THIS COVERAGE PART (OTHER THAN THE REDUCTION Of AGGREGATE LIMITS THROUGH PAYMENT Of CLAIMS AS APPLICABLE), INSURER AGREES TO MAIL PRIOR WRITTEN NOTICE OF CANCELul TION OR MATERIAL CHANGE TO: CERT IFICATE HOLDER SCH EDULE 1. NU MSER OF DAYS ADVANCE NOTICE: FOR Af/Y STATUTORILY PE RMITTED REASON OlliER THAN NON-PAYMENT OF PREMIUM, THE NUMBER OF DAYS REQUIRED FOR NOTICE OF CANCELLATION AS PROV IDED IN PARAGRAPH 2 Of EITHER THE CANCE LLATION COM~ION POLICY CONDITIONS OR AS AMENDED BY THE APPLICABLE ST ATE CANCELLATION ENDORSE MENT IS INCREASED TO THE LESSER Of 60 DAYS OR TH E NU MBER Of DAYS REQUIRED IN/, WRITTEN CONTRACT. FOR NON-PAYMENT OF PRE MIUM, THE GREATER OF (l) THE NUMBER OF DAYS REQUI RED BY STATE LAW OR (2) Tl-IE NUMBER OF DAYS REQU IRED BY WRITTEN CONTRACT. 2.NAME: NOTIC E WILL BE MAILED TO' CERTIFICATE HOLDER ACORD 101 {2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered m arks of ACORD CAO Pago l o f l A C ORDe CERTIFICATE OF PROPERTY INSURANCE I DATE (MMIDD/YYYY) ~ 09/30/2022 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 COVERA GE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICAT E OF INSURANCE DOES NOT CONST ITUTE A CONTRACT BETWEEN THE ISSUING INSURER{$}, AUTHORIZED REPRE SENT A T IVE OR PRODUCER, AND THE CERTIFICAT E HOLDER . PRODUCER ~~~1~CT w,llis TowQrs Watson Cereificate Center Willis Towers Watson Northeast , lne . _fit)g,NJ.9,.e.!Jl: 1 -877-945-7378 I r..e~ Nol:l-888-467 -2378 c/o 26 Co ntury Blvd P .O . Box 305191 !oMt~~S S: certificaeesl.'willis. com Nashville, TN 372305191 USA J~~~~!;~~ ,n, INSUR ER/SI AFFORDING COVERAGE NAIC# INSURE0 INSURER A : Lloyd 's 8787 4 Poole , Kent CotQJ>ony or Fl or.1.da 1781 NW No i::th R.1.ver Or.ive INSURER ii : Miami, FL 33125 INSURERC: INSURER D : INSURER E: INSURER F : COVERAGES CERTIF ICAT E NUMBER:W262l8265 REVISION NUMBER: LOC A l"ION OF PRE MISES I OESCRIPTlON O F PROPERTY (Attach AC ORO 10 1, Addlllon:.,I Romarks Schqdi.,lo, It mor11 :1paco Is roqulrod) Ev idence of Insurance THIS IS TO CERTIFY T HAT 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 TH IS 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. I NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION COVERED PROPE RTY LIM ITS LTR DATE (MMIDO/YYYY) DA TE IMMIDD/YYYY) ~ PROPERT Y -BUILDING s CAUSES OF LOSS DEDUCTIBLES PERSONAL PllOPERTY s BUILDING -BASIC X 8US1NESS INCOME s l,000,000 -BROAD CONTENTS X -EXTRA EXPENSE s l,00D,000 X SPECIAL RENT/,L VALUE s A 8080122556U22 10/01/2022 10/01/2023 -EAR TliOlJAKE BLANKET BUllOING _L_ ----- WIND BLANKET PERS PROP s -FLOOD X BLANKET BLDG & PP s Includ<>d -X AH ~ ... hli/-1 I " Exclusion s X Loss Limit $ 12,500,000 -s X INLAND MARINE TYPE OF POLICY X Job Site s 10,000,000 -Buildgrs Risk -CAUSES OF LOSS X In Transit $ $5,000,000 A -10/01/2022 10/01/2023 X NAMED PERILS POLICY NUMBER X Cont £quipmont s $2,500,000 B080l22556U22 -X Al l Riok X Temp Storage s $3,000,000 CRIME s -- TYPE OF POLICY -s s _J BOIL ER & MACHINERY I $ EQUI PMENT BRE.AKDOWN - s c--s s S PECIAL CONDITIONS I OTHER CO VERAGES {A CORD 101, Addllional Ronia,k s S ehodulo. may bo a tta c:hod If moro spac:o 11 required) Cont Equipment i n cludes owned/le ased/ren tad/borrowad equipment . CERTIFICATE H O L DER CANCELLATION SHOU LD AN Y O F THE ABOVE DESCRIBED POLIC IES BE CANCELLED BEFORE T HE E XPI RATION DA TE TH EREOF, NOT ICE WILL BE DELIVERED IN ACCO RDANCE WITH THE POLIC Y PR OVISIONS. Poole & Kent Company of Florida AUTHORIZED REPRESENTATIVE 1781 NW North Rivor Drive gi,1.,, rrvP~ Miami 1 FL 33125 © 1995-2015 ACORD CORPORATION. All rights reserved. ACORD 24 (2016/03) The ACORD n a me and logo are registered marks of ACORD SR 1D : 23132 299 nATCK, 269823 7 CAO Paga 1 of l ACORD~ CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/00/YY YY) 1,,........---10/28 /2 0 22 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($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICAT E HOLDER. IMPORTANT: If the c ertifica te h older Is a n ADDITIONAL INSURED, the policy(les) must h ave ADDITIONAL INSURED provi s ions or be endorsed. If SUBROGATION IS WAIVED, subject to t h e terms and conditions of tho policy, certain policies may r oquiro a n endorsement. A statement on thi s certificate does not confer rights to the certificate holder i n l i eu of such endorsement (s ). PRODUC ER ~~~~~CT Wi lli s Towers Watson Ce rt1!1 cat e Center Willis Tovars Watson NorthQ~!.t , Inc. rIJSc>NJ c •• ,. 1-a 11 -94s-1 na I r..e~ Nol: l -888-467-2378 c /o 26 Co n t ury Blvd P.O . Box 3051 91 !ilJ~ss· cer ~ificatas@wi l l1.s .com Na.Dhv i lle 1 TN 3 723 0 5 191 USA INSURER($) AFFORDING COVERAGE NAIC # IN SU RER A : Barkley As surance Company 394 62 IN SURE0 INS URER 8 : Poolo , Kont Coicpany o~ Florida 1781 NW 'No r th Rivor Or1.vo INSURERC : Miami, FL 33125 IN SU RER O : INS UR ER E : INS URE R F : COVERAGES CERTIFICATE NUMBER: W2 6 5 17092 REVISION NUMBER: T H IS IS TO CER TIFY T HAT T HE POLICIES OF INSURANC E LISTED BELOW HAVE BEEN ISSU ED TO T HE INSURED NAMED ABOVE FOR T H E POL ICY PERIOD INDICATED . NOTWITH STAND ING ANY R EOUIREMENT, T ERM OR CO ND ITION O F ANY CONTRACT O R OTHER DOCUMENT WITH R ESPECT T O W HICH THIS C ERTIFICATE MAY BE ISSU ED OR M AY PERTAIN. THE INSURANC E AFFORD ED BY THE POLICIES DESCRIBED HEREIN IS SU BJ ECT TO A LL THE TERMS, EXCLUSION S A NO CONDITIONS OF SU CH POLICIES. LIMITS SHOWN MAY HAVE BEEN R EDUC ED BY PAID CLAIMS. IINSR LTR TYPE OF INSURANCE IAOC~SriBR , .... , "'"~ POLI CY NUMBER /~~J-oi~rv;-~16i~~~ LI MITS COMMERCIAL GENERAL LIABILI TY EACH OCCURRENCE s -~ CLAIM S-MADE □ OCCUR PREM~•H~e~~~~ncol s ·-MEO EXP (M V ona oerson) s PERSONAL & AOV INJl/RY s - GEN'L AGGREGATE LI MIT APPUES PER: GENERAi. AGGREGATE $ ~ POLIC Y □ ~t& □ LOC PROOUCTS • COMP/OP AGG s OTHER s AUTOMOBILE LIABILITY COM!llNEO SINGLE LIMIT lF,'l m:cktcnll s - ANY AUTO BODILY INJURY (Per person) s -OWNED ~ SCHEDUL ED ,.,_ .. ___ BOOIL V INJURY (Per acddonl) s -AUTOS ONLY -··· AUTOS HIRED NON-OWNED ,.PROPER TY DAMAGE s AUTOS ONLY AUTOS ONLY tPer ace,;l(.l~n1\ -· r- $ UMBRELLA LIAS I '.~OCCUR EACH OCCURRENCE s -EXC ES S LIAS CLAIMS-MADE AGGREGATE s OED f'"" I RETENTION s s WORKERS COMPENSATION I ~~~TUTE I I OTH- ANO EMPLOYER S' LIABILITY ER YI N ANYPROPRIETORIPARTNER/EXECUTIVE □ N /A E.L EAC H ACCIDE NT s OFFICERIMEMBEREXC LUOE0? (Mandatory In NH) EL. DISEAS E -EA EMPLOYEE $ im~::,sri~ ~')?gPERAT IONS bclnw E.L. DI SEASE • POLICY LIMIT s A Pollution Liabi lity PCAB-502 1 5 42 -1022 10/31 /2022 10/31/2023 Per Occurre nce $2,00 0 ,00 0 i'\ggrcgato $2 ,000 ,000 DESCRIPTION Of OPERATIONS / LOCATIONS f VEHtCLES (ACORD 101, A.dditlonol Rom:.rk1 Schedufo, may bo attachod If moro $pace I$ required) Ev i den ce of Insurance. CERTIFICATE HOLDER CANCELLATION SHOU L D ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE T HE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROV ISIONS. F l orida AUTHORIZED RE PRESE NTATIVE Poole & Ken t Company of 1781 NW N . Ri v Gr Or i v o g\A¼mP~ Mirun.i ' FL 3 3125 © 1988-2016 ACORD CORPORATI ON. All nghts reserved. ACORD 25 (2016103) The ACORD n ame and logo are r e gistered marks of ACORD SR IO, 23256 492 DATCH, 2 1 2 3 141 CAO Pa gel of l ACORD& CERTIF ICATE OF LIABILITY INSURANCE I DA TE (MM/DD/YYYY) ~ 10/28/2022 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($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be e ndorsed. If SUBROGATION IS WAIVED , subject to the terms a nd conditions of the policy, certain pol icies may require an endorsement. A statement on this certificate does not confer rights to the certi ficate holder in lieu of such endorsement(s). PRODUCER ~~t~CT Willis Towers Watson Certificate Center Willia Towgrs Watson Northoa5t~ Inc. wgNJQ,E!Jl· l-877-945-7378 I r.e~ Nol: l-888-467-2378 c/o 26 Ceneury Blvd P.O. Box 305191 ~~o1f:'e.ss: cGrtificatesQwilli.s. com Nashville, !N 372305191 US.A INSURERtSlAFFOROING COVERAGE NAIC# INSURER A : BerklQy Assuranco Company 39462 INSURED INSURERS: Poolo , f<on.t COuq:)Any of f'lorid4 1781 N"~ N orth River Drive INSURERC: Ml4Jlli , FL 33125 INSURERD: INSURER E: - INSURER F : COVERAGES CERTIFICATE NUMBER· W26517088 REVISION NUMBER· THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAM ED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWIT HSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR O THER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY SE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO All THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. iiiSR TYPE OF INSURANCE IADOL SU8R PO LICY EFF POLICY EXP LIMITS LTR "~•n l wvn POLICY NUMBER IMM/DD/Y'fyY\ : IMMIOD/YyYYI COMM ERCIAL GENERAL LIABILITY EACH OCCURRENCE s -=i CLAIMS-MADE □ OCCUR ~~~i~ Je•;~~; ... ~~cneel -$ -MEO EXP (Ally on,, 1>erson) s PERSONAL & ADV INJURY s - GEN'L AGGREGATE UMIT APPLIES PER: GENERAL AGGREGATE s ~ □··-PRO-O toe PRODUCTS· COMP/OP AGG $ POLICY JECT OTHER· s AUTOMOBILE LIAOILITY COMBINED SINGLE LIMIT s iEo nccido-n1f -... _ ANY AUTO BODILY INJURY (Pc, pe,SC<>) $ -OWNED -SCHEDULED BODILY INJURY (Per occidonl) s -AUTOS ONLY -AVTOS HIRED NON-OWNED ~PE;"""'kTY, iiDAMAG• s AUTOS ONLY AUTOS ONLY Pef' oc ' nt --s UMBRELLA LIAB 1. -i occuR EACH OCCURRENCE s ,-- EXCESS LIAB CLAIMS-MADE AGGREGATE s OED I I RETENTION $ $ WORKERS COMPENSATIO N I mTure I l orn- ANO EMPLOYERS· LI ABILllY ER Y IN ANYPROPRIE 1 OR/PARTNER/EXECUTIVE □ N /A E.L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandntory In NH) E.L DISEASE. EA EMPLOYEE s ~li~~~p~~~ 01bPERATIONS b!Jlow E L. DISEASE • POLICY LIMIT s ,,, Prof09aion4l Liability PCAB-502154 2-1022 10/31/2022 10/31/202 3 Per Claim $2,000,000 i/1.ggrogat<> $2,000 ,000 OESCRIPTIOM OF OPERATION$/ LOCATIONS J VEHICLES (ACORD 101, AdditlonBl Romatks Schodt.do, m::iy bo alf::ic hod if more sp:1c.o i$ required) Evi dence of Insurance CERTIFICATE HOL DER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REP~ESENTA TIVE Poole & Kent Company of Florida 1781 NW N. River Drive ft.LuW~ Mia mi, FL 33125 © 1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo a r e registered marks of ACORD •~ 1n, 232 56492 DATCHa 272314 7 CAO Bondin g T rave le rs Casualty & Surety Company of America 343 Thornall Street, 5m Floo r Edison , NJ 08837-2238 Contact: Lindsay Oddi P: 732-321-5616 Rated A++ (Superio r) ===·Poole & Kent ~ Contractors An EMCOR Company SURETY COMPANIES Chubb & Son a division of Federal Insurance Company 3 Mou ntainview Road, Suite 103 Warren, NJ 07059 BONDING AGENT Allia nt Insurance Services , Inc. 333 Earle Ovington Blvd ., Suite 700 Uniondale , NY 11553-3610 Contact: Nelly Renchiwich P: 516 -414 -8905 Florida License #W44 7916 Florida Resident Agent(s) Contact: Justin Shangold P: 908-360-7927 Rated A++ (Superior) 7108 Fairway Drive , Su ite 225 2701 N Rocky Point Drive, Suite 960 Pa lm Beach Gardens , FL 33418 Tampa , FL 33607 Contact: Peter F. Jones Contact: Peggy Ginem P: 561-214-6371 P: 813-462-5621 AGGREGATE $500 ,000 ,000 IND IVIDUAL PROJECT $200,000 ,000 CAO Collier Co unty Solici1alion 23-81 16 Co~er Cou nty ~ Procurement Services Division FORi\1 9 -CONFLICT Of I NTEREST A FF(l)A V IT The Vendor certifies 1hat, 10 the best of its knowledge and belief, the past and cu n-cnt work on any Col lier County project affilialcd w ith this solici tal ion do!.!S not pose an organizational conflict 11s described by one of the 1hrcc categories below: Biased gr ound rul es -The !inn has 1101 sc i lhc "ground rules•· fo r afTilialcd pas! or current Coll i er County project idcnt ifit:d above (e .g .. wri ti ng a procureme nt's sta1cmcn1 of work , spec i fications, or performing system$ engi nee ring and technical directi on for lhc proc uremcnl) which appears lo skew the co mpetition in favo r of my fim1. I mpaired object i vity -The lirm ha s not perfonncd work on an affi l ia1 cd pas! or currcn1 Col l ier County projcc l i dcn1 i ficd above 1·0 evaluate p roposals / past performance of i1sc l f or a competitor, which calls imo question the contractor's ab i lity to render impart ial advice to the govt:m mcnt. U nequ al access to i nformation -T he tirm ha s not had access to nonpublic infon nation as part of its performance of a Coll ier County project identified above which 111ny haw provided th e contractor (or an affiliate) with an unfair competitive advantage in cu rrent or future solicitations and co ntracts. In addi tion 10 this si gne d afticlavit, th e co n tractor I vendo r must pro vide the following: I . Al l documents produced as a result of the wo rk completed in the pa,t or curren tly being worked on fo r the ubovc- mc ntioncd project; and, 2. In dicate if Lhc i nformation produced was obtained as a matter of public record (in the ·'sunshi ne") or through non- public (not i n the "'su nshi ne") co nve rsa tion (s), mceting(s). document(s) and/or other means. F;i ilure to d isclose all material or having an nrga11iza1io1111l conflict in one or more of the three ca tegor ies above be idenlilicd. 111ny result in the disqualification for future so licitati ons affilia1cd with the above refe n:nced project($). 13y the signature below, the firm (employees. officers and/or agents) certifies, and he reby discloses, 1ha t. 10 the best of their kno wledge and belief, all releva nt fac ts co ncerning past, present, or currently planned i nterest or activity (financial. contractual , orga nizational. or othe r wise) wh ic h relates to the project i den ti fied above has been fully disclosed and docs not pose an orga nizational co nnicl. f oole & Kent Com any_of l:lor"'""id=a __ _ ~ Compa ny Name Signature Patrick H. Carr, President & CEO Print N ame and T i tle State of Florida Cou nty of Miami-Dade The foregoing instrument was acknowledged before me by mea ns of~ physical presence or D on l ine notarization, this~ day of Ma (month), 2023 (year), by Patrick H. Carr c=::__ (name of person ac ·1 ~~~-'.!!!!!~~~~~~~ '-o ~ ./;;,:;,·~·:,.. WENDY CAMPBEl-L __ V __ --'\_ >}ii._\:-\ MY COMMI SSION ii HH 062370 (Signature of N-o-ta_r_y _P_u_b-l i_c ___ S_t-at_c_o_f _F_l _o1-·id_1_1)- ;~,;.'?9-.l/ EXPIRES: February 1, 2025 W d Ca b II -~p·;;/:.,· Bonded Th,u Nolruy Pubnt Un~ervmlcr.i _ ___ en Y mp e ••••• ·i nt, Type, or Stamp Commissioned Name of Notary Public) Personally Known OR Produced l dcmi fication _________________ Typ e of [den t ification Produced 514/2023 6:05 AM p. 18 CAO Collier County Soli citation 23-8116 ~q~ntr_ Procurement Servioes Division FORM IO-VEN DOR DECLA RATION STATEMENT BOARD OF COUNTY COMMISSIONERS Collier County Govcmmcnt Complex Nnp lcs, Florida 34112 Dear Co mmissi oners: The und ersigned, as Vendo r declares that this resp onse is made without connection or arra ngement with any other person and this proposal is in every respccr fair and made in good fai th, without collusion or fraud . The Vendor hereby declares the instructions, purchase order terms and cond itions. requirem ents, nnd specifications/scope of wor k of this solicitation have been fully examined and accepted. The Vendo r agrees, if this solicitation submi tt al is accepted. 10 execute a Coll ier Cou nty document for the purpose of estab li shing a forma l conirncrual rel ationship between the firm am! Collier County, fo r the pe1formancc of all requirements to whic h the solicitation pertains. The Vendor sta tes th at the submitted is based upon the document/; listed by th e nbove referenced Solicitation. Furl.her, t he ve ndor agrees that if a wa r ded a co ntract for these goods :tnd/or ser vice s, t he ve ndo r will no t be eligible to com pete, s ub mit a proposa l. be aw a rded , or perfor m as a s u b- ve ndo r fo r any fut ure associated wi t h work that is a r esult of th is awar ded co ntract. IN WITNESS WHEREOF, WE have hereunto subsc ribed our names on thi s ].§_t~ day of May , 2o2 3 in the County of Miami-Dade . in the State of Florida --~-- Firm· s Legal Poole & Kent Comp an y of Florida Name: Addre ss: 178 1 N.W . No rth River Drive City. State, Zip Miami , FL 33125 Code: ----'-------------------------------- Flo rida F04000003751 Certificate of ..;_;..;.;;..;;..;...;..;..:...;...;;,_ __________________________ _ Au thority Document Numbe r Federa l Tax Identifi ca tion Number *CCR # or CAGE Code *Only if Grant Funded Telephone: Emai l: Signat ure by: (Typed and written) Tit le: Witness: 5/4/2023 6:05 AM 75-3163466 N/A 305 -325-1930 brianm@pkflorida .com (Brian D. MacC lugage , Executive Vice Preside nt) Patrick H. Carr Preside nt & CEO p. 19 CAO Send payment s t o: (required i f different from above) Contact name: Title: Address : Ci ty, Stntc, ZI P Telephone: Email : Office se rvicing Collie r Cou nty to place orders (requi red if differem from above) Contact name: Title: /\ddrcss: Ci ty . State, ZIP Telephone: ~mai l: Secondary Contact for this Solicirntion: Email: Phone: 5/4/2023 6 :05 AM Collier County Additional Co n tact I n fo r mation Poole & Kent Company of Florida Company name used as payee Richard Harrington Chie f Financial Officer 1781 N.W. North River Drive Miami, FL 33125 305-325-1930 richardh@pkflorida.com Same as above Brian D. MacClugage, Exec utive Vice President brianm@ pk florida.com 305 -325-1930 Solicitation 23-8116 p.20 CAO Collier County Solicitation 23-8116 C~erCou.11.ty ~ Procurement Servic.es Division FORM l 1-TMMIGRATION A FFIDAV IT CE RTI FICAT ION This Affidav it is requ ired and should be signed . notarized by an authorized principa l of the firm and submitted with formal solicitatio n submittals. Further , Vendors arc required to be enrolled in th e E-Verify progra m, and provide acceptable evidence of their enrol lment, at the time of the submission of the Vendor's bid . Accep table evidence co nsists of a copy of the properly comp leted E-Vc rify Compa ny Profile page or a copy of the fully executed E-Verify Memonu1dum ofUndcrstanding for the company which will be produced at the time of the submission of the Vendor's bid or within five (5) day of the Cou nty 's Not ice of Recommend Award. FArL URE TO EX EC UTE T HI S AFFIDAV IT CERTIFI C AT£0N A ND SU BMIT W ITH V EN0OR'S PROPOSAL/BID MAY DEEM THE VEN0OR NO N-RESPONSI VE. Co ll ier County will not intentio nally award County con tracts to any Vendor who knowi ngly employs unauthorized alien wo rke rs. constituting a violation of the employment rmv isinn conta ined in 8 U.S.C Section 1324 a(c) Section 274A(c) of the Immigration and Nationa lity At:t ("INA"). Collier Colmty may cons ider the employment by any Vendo r of unau thorized aliens a viola tion of Section 274A (c) of the INA. Such Violation by the recipicnl ofrhe Emplo)~ncm Provisions contained in Section 274A (c) of the INA shall be grounds for un il ateral tcnnination of the contract by Collier County. Vendor allcsts th at they arc fu lly compliant with all applicable immigration laws (specifically to the 1986 Im migration Act and subsequent Amendme nt(s)) that it is awnrc of and in compliance wit h lhc requiremen ts set for th in Florida Statutes §448.095. and agrees to comply with the provisions of the Memorandllm of Understanding with E-Veri fy and to provide proof of enrollment in The Employment El igibility Verification System (E-Ver ify), operated by the Dcpartmcm of Homeland Security in part nership with the Socia l Security Administration at the time of submission of the Vendor's proposal/bid. Poole & Ken t Company of Florida 7P~ Comp.,,y Nm,e Signature Patrick H. Carr, Presiden t & CEO Print Name and Ti tl e Srn tc of Flori da Coun ty of Miam i-Dade The fo regoi ng instrument was acknowkdged before me by means of l!.l physicnl presence or D on line no tar izat ion, this J.filb_ <lay of Mav (mont h), 2023 (vea r). by Patrick H. Ca rr (name [./'/;;,,'•.:-\ MY COMMISSION#HH 0623 70 [I\_).,..(_ ~ of person acknowlcd ~ ~7i?,':~~~t\ • WENDY CAMPBELL I .. / ·-,r;;~~~f EXPI RES : February 1, 2025 __ (_S_i_g,-1a_t_u-re_o_f.:N __ ...,o,,,ta::...ry_P_1,-b-l i-c---S-ta_t_c _o_f _F_lo-1-id_a_) '••,~t.!.~•··· ~~id.id Th,u No,ary Puhfic Undeiwnlc:s We ndy Ca mpb ell --·· (P~~t. Type, or Stamp Commissioned Name ofNota,y Public) Pcrsona)lv Known OR Produced Identification Type of Iden tification Produced 51412023 6:05 AM p.21 CAO Collier County ::iollc1ta11on n-til lb FORM 12 -BIDDERS C HECKLIST IMPORTANT: No hid s hall be co ns idered unless it is mad e on u n alte red Bi d form s whi ch a r e in cl uded in t he Biddin g Docum e nt s. Pl ease r ead carefully, sign in lhe s pa ces indicat ed and ill!!..!:n. with yo ur Bid . FAILUR E TO PROVIDE D T H E BID DOCUME T S MAY BE G RO UN DS TO D EEM YOU NO -R ES PONSI VE/NO N- RESPO NS IBLE. Bidder should check off each of the following items as the necessa ry ac tion is completed: 5/4/2023 6 :05 AM I. 2. 3. 4. 5. 6. 7. 8. 9. The Bid has been s igned .✓ The Bid pr ices offered have het:n reviewed/ ·1 he price extensions and totals have been checked.✓ Bid Schedule ha s been completed and attached.✓ Any required drawings. descriptive litemture. etc . have been included . NIA Any de li very information req u ired is inc luded. NIA The following on-line standard documents have been reviewed and accepted in BidSync: a. Constn1ction bid ins tructions form ✓ b. Construction services agreement ✓ c. Purchase order t~rm s and conditio n s ✓ All of the following bid forms have been completed and signed: a. Bid Fonn (Form I)✓ b. Contrn ctors Ke) Personnel (Form 2) ✓ c. Material Manufacturers (Form 3)✓ d. L ist of Major Subcontractors (f-onn 4) ✓ e. Statemeni of Experience (Fonn 5 )✓ f. Trench Safe1y Act (Fom1 6) ✓ g. Bid Bond Form (Fonn 7)✓ h. Insurance and Bo ndi ng Requirements (Form 8)✓ i. Conflict of Interest Anidavit (Fom1 9)✓ j . Vendor Declaration Sta tement (Form 10) ✓ k. Immigration Law Affidavit Ccnification lfonn 11) MUST be signed and attached wi th your subm i ttal.✓ I. Signed Gra nt Provisions and Ass urances package in it s en tire ty, if applicab le. are executed a nd should be included with your submittal. NIA Copies of required information have been attached a. Busine~s tax Receipt (Collier County Bu si ne sses Only)✓ ✓ b. Compa ny's E-Veri l)' profilt: page or memora ndum of understa nd in g ✓ c. Cc11ificate of Authority to Conduct Bus ine ss in State of f-lorida (sunbiz.org) d. Any required professional licenses valid and current (111> floridalicense .com) (ie: General Contractors license, Underground Utility and Excavation. Builders. Trade Cont ractors, etc., as appl icable. requested and /or required.)✓ e. Vendor W-9 Form ✓ I 0. If required, the amount of Aid bond has been checked. and the Bid bond or ca shier's check has been submitted.✓ I I. Any addenda have been signed and ad.nowledgemcnt form attached and included ✓ 12. The Bid will be uploaded in time to be received no later than the specified opening date and time. otl1erwise the Bid cannot be considered .✓ p 22 CAO ,c.. :=-Poole & Kent ~ Corporate Data Sheet Name: Poole & Kent Company of Florida State of Incorporation: Delaware Date of Incorporation: June 21 , 2004 Fede ral I. D . Numbe r: 75-3163466 Florida Document No. F04000003751 Stock: 1,000 shares $.01 par va lue Stockholder: MES Ho ldings Corporation Qualifi ed in the following states: Florida DIRECTORS R. Kevin Matz OFFICERS July 1, 2004 Contractors An EMCOR Company Patrick H. Carr Richa rd Harrington Brian D. MacClugage David Strickland President/Treasurer/Chief Executive Officer (authority resolution) Ch ief Financial Officer/Secretary Asif Sha ikh Kevin Smith David BuShea Wendy Campbell R. Kevin Matz Jason Nalbandian Mark M. Porto RESIDENT AGENT Execut ive Vice President/Asst. Secretary (authority resolution) Senior Vice President/Asst. Secreta ry (authority reso lution) Senior Vice President Vice President Vice President Vice President Vice President Vice President Asst. Secretary Corporation Service Company 1201 Hays Street Tallahassee, FL 32301 t-,e-i'J.(I.UJl1.C"t -.hOtl"U Oill!C cr~u,itv 1 r'81 t~ 'N MCJlh ~M";r 0·1,-: i\h,1'1"1· rL ):Jlz~. ?:30t.-Jr., .. 19.30 CAO fil Poole & Kent ~ State of Florida Authorization Certificate State of Florida Department of State Contractors An EMCOR Company I certify from the records of this oflicc that POOLE & KENT COMPANY OF FLORI DJ\ is a Delaware corpora ti on author izc:d to trans a<.:l business in the State of rlorida. qualified on July I. 2004. The document numbe r of this corporation is r04000003 75 I . I furthe r certiry that said corporation has paid a ll recs due thi s o lfo.:e through Dcccmhcr 31. 2023 , that its mos t recent annual rcpor1 /uniform business report was lil ed on April 17. 2023 . and tlwl its stat us is active. I runhcr certify that said corporation has not lilcd a Ce rtificate of Withdrawal. Gfre11 1111tler mr /111111/ 1111d the Gre/lt SC'11/ ofth<' St11te of F/oridfl at Talla/111s.H'<'. tl,e C11p/((//, this thl' Fo11r1'1 day ofM11y, 1013 Tr:1ckinf! :'liumhcr: 760 17 16~6 1Cl' To aulht•nlicnt c this C"t·rlHi4,,·~1t1.•.vi~h chc followine sirt-,<'Uh'r lhis numhfl\ and then rollo\~ the in~tructitn1s di!i ph1)ed. h II ps ://srn icC's.su uhi1..or1?/H Ii n ~s/C:rrl itir :11 cOr.ir u I us/(' e rr ifk:tte r\ u I hen t k:t t ion CAO State of Florida Contractor Licenses Expiration Date: August 31, 2024 ~ Poole & Kent • C o ntractors An EMCOR Company I l V A:fltl O¢S,...,\1,. Go'.crf1Clf M.cl S Ci .1' t. C'-' -.1 STATE OF FLORIDA .. ,. • ....... ,, d b ~r DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE GENE RAL CONTRACTOR HEREI N IS CE RTIFIED UNDER THE PROVISIO N S OF CHAPTER 4 69, FLORID A STA TUTES [ STRICKLAND , DAVID ALAN POOLE & KENT COMPANY OF FLO RIDA 1781 NW NORTH RIVER DRIVE M IAMI FL 33125 ----~----LICE NSE NUMBER, CGC06 1808 EXPIRATION DATE: AUGUST 31. 2024 Do not a ttrr this document in ony fottr1. l Thi~ is your lic~n~e . It i\ unl~wful for :vwon~ othc, thiln the lk:~ns~c to u,;c this document. RonOt'SJlnl~Covtrnor STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE M EC HA NICAL CONTRACTOR HER EIN IS CERTIFIED UNDER THE PROV ISIONS OF CHAPTER 4 69 , FLORIDA STATUT ES STRICKLAND, DAVID ALAN POOLE & !(ENT COM PANY OF FLORI DA ! 781 NW NORTH RIVER DRIVE MIAMI F.l 33125 LI CENSE NUMBER: CMC0S7192 EX PIRATION DATE: AUGUST 31. 2024 Alw.ays verity lkens~ onlinc 11 MyFlondaUtCMI'.! com Do not :1ilter this docurnent 1n Any form J This is your lic~nse. I t ls unlawful for .inyo~ o ttl-er th.1n the lker,scc 10 use this document. ,Y ,.• CAO State of Florida Contractor Licenses Expiration Date: August 31, 2024 ~ ~"-Poole & Kent Contractors An EMCOR Company """"'s,,,o .. c;o..,.... ...,..,,,,s_c., ... ~..,,.,.,., dbr;')r STATE OF FLORIDA ~ EPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE PLUMBING CONTRACTOR HEREIN IS CERTIF IED UNDER THE PROVISIONS OF CHAPTER 489 , FLORIDA STATUTES STRICKLAND, DAVID ALAN POOLE & )(E~T COMPANY OF FLOR IDA 1781 NW NORTH RIVER DRIVE M IAMI FL 33125 ~c---l -lC_E_NS ENUM8£R:CFCOS7_3_80_ -- EXPIRATION OAT£: A UGUST 3 1, 2024 Do not .11tcr this oocurna-01 in any form Thi., i<. your tlccnte. It is unbwful !or <"riyont ot her th.,n t~ hc.cl"IStt: to u'it: thh. OOC:umf'nt. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE UNDERGROUND UTILITY & EXCAVATION CO HEllElN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489 , FLORIDA STATU TES STRICKLAND, DAVID ALAN POOLE & KENT COMPANY OF FLORIDA 1781 NW NORTH RIVlR DR M IAMI Fl 33125 r-LICfNSENUMBER: CUC1223771 EXPIRATION DATE: AUGUST 31, 2024 Alw-AV, V('l'ify IM..PnSt-S ooline ~, M¥floricblicenst,(:.(lrll Do not "lte!r thi~ ciocomcmt 1n any tQrm. l This i~ your license. It is unlilwfUI tor 3nyol'\C othc, th:.n the liccn!i~c to us.c thi$ documct'lt. CAO State of Florida Contractor Licenses Expi ration Date : August 31, 2024 ,6:.,_ ~ Poole & Kent C ontractors An EMCOR Company • _o.,..,, ... r_,_ ,..,...,.s,.,..,.,._..., ... ,,., d b l:?,)r STATE OF FLORIDA ~ •• ~ DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS' LICENSING BOARD TH E ELECTRICAL CONTRACTOR H ERE IN IS CERTIFI€0 UNDE R THE PROVISIONS Of. CHAPTER 489, FLORIDA STATUTES STRICKLAND, DAVID ALAN Po'OLE & KENT COMPANY OF FLORIDA 1781 NW NORTH RIVER OR M IAMI FL 33125 C LICENSE NUM__!!~~;.!£:3002938 7 EXPIRATION DATE: AUGUST 31, 2024 Alv,ay1 \-'tnty ri«o~s oc,tir,e, 3t MyFk)r~Uusuc.coo1 Do not ,11tcr thi~ docun,cnt in .1ny tom,. This Is yourt1u:n$C'. It Is unlawful ror .-n-,onc othc, t h,'.lll lhe licensee to US<l this cfocur,1cnt. STATE OF FLORIDA EPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE POL LUTANT STO RAGE SYSTEMS CONTRACTOR HEREIN IS CERTIFI ED UNDER TH E PROVIS IONS OF CHAPTE R 489, FLOR IDA STATU TES STRICKLAND, DAVID ALAN POOLE & KENT COMPANY OF FLORIDA 1781 NW NORTH RIVER OR MIAMI FL 33125 C LICENSE NU~~R:!CC~~ EXPIRATION DATE : AUGUST 3 1. 2024 Nw.ay.s 1Jcrily l k.Cf'l~e, o nlil\'t Jt MyFlorid.1lken,,e,.co,n Do not .titer thii doc.un,ent tn ,,nv fonn. Thl:s Is your lkcn~e. II l, unbwfol for .invonc other tMn tM llccosec to u!.e this 00<.ument. 11•!-il•(j J.'1:n1,1~ i~ t --= 1.1•,,, t ..i • ., .w .... 1)~ If .e,,I). \1. ~J.,. ., II ," • • .... ., . j J ~ CAO 5/16/23, 9 :30AM Detail by Entity Name . , Qt~ I Pt>' 3/90 Al CgfOQrnl:002 I Scnrg, Ree;xM I ~~.tlnmf: I Detai l by Entity Name Foreign Profit Corporation POOLE & KENT COMPAN Y OF FLORIDA Eill.D9 In formation Document Number FEIIEIN Number Date Flied State Status ~ruil..Arul= F04000003751 75-3163466 07/01/2004 DE ACTIVE 1781 N,W. NORTH RIVER DRIVE MIAMI, FL 33125 Mil1l!no~ 1781 N.W. NORTH RIVER DRIVE Attn: CFO MIAM I, Fl 33125 Changed: 05/12/2020 B.agilar.e.d..Ag~amo If, Addrou CORPORATION SERVICE COMPANY 1201 HAYS STREET TALLAHASSEE , FL 32301-2525 Qffi.cqrJDirector DotaH Name & Address Title Senior Vice President/ Asst. Secretary STRICKLAND, DAVID A 1781 N.W. NORTH RIVER DRIVE MIAMI, FL 33125 Title Executive Vice President MACCLUGAGE, BRIAN 1781 N.W. NORTH RIVER DRIVE MIAMI, FL 33125 Title President, Treasurer, CEO CARR. PATRICK H 1781 N.W. NORTH RIVER DRIVE MIAMI, FL 33125 Tille CFO, Secretary hllps://search .sunbiz.org/lnquiry/CorporationSearchJSearchResultDetail?inquirytype=EntityName&directionType=lnitial&searchNameOrder=POOLEK .. CAE) 5116123 , 9:30 AM HARRINGTON, RICHARD 1781 N.W. NORTH R IVER DRIVE MIAM I, FL 33125 Tille VP, Director Matz. R. Kevin C/O EMCOR GROUP. INC ., 301 MERRITT SEVEN 6TH FLOOR NORWALK, CT 06851 Report Year 2021 2022 2023 Documont !mag~ Filed Date 04/06/2021 04/22/2022 04/17/2023 OMJ 712023 -ANN\JAL REPORT 0412212022 -ANNUAL REPORT M/Qfi.'2221 -ANN\/Al REPQBJ 0911512020 -AMENDED ANNUAL REPORT 051J2/1020 -ANNUAL REPORT 09{2312019 -AMENDED ANNUAL REPQRT 04126/20)8 •• ANNUAL REPOR-:" 0~12712Q]7 -ANW/AI 'IE PORT 0:112112016 -ANNUAL REPOR• Q1l1Zi?0l5 -ANNtJAC REPORT ~2014 -1\NNUA.kf!l;EOfil QJ/2:!j2Q13 -ANNUP,J...BifQ8! OW0/2-012 -ANNUAL REPORT 04123/2012 -ANNUAL REPORT 9?1•6;20)1 •• ANHUAL REPORT 03/3112011 •• ANNUAL l:lf PORJ !l.11ll§i~ 04/0212009 -ANNUAL REPORT 0311 s12ooa -ANNUAL REPORT ~-ANNUAL REPORT !ll/lW2QOO -ANNUAL REPORT /)513012005 -ANNUAL REPORT oz,011200• -fowg!l..f!mil V1ei.--· l'l'llJge lfl POF fomml V10'N Imago m PO~ ,orrnot View Ullago in ~F! foanat Vmw image In POF format V1ow 1:na9e in PDF format V~ew Uflago 1n PDF ,ormnl View 1f'Tl8!JO ,n POF 'orrna\ View 11n19e In PDF lo,mal V'fOw HT'flOO sn PDF formol V1ow lmat;o in POF forn,~t V1e~ ,n-AO'-' 1n POF fo,m11 1 Vie;,• jff~C In: PDF format V1ow rrrago tn POF rormal v,ew ,mage In POF lonna1 View imz.ge In PDF fotmat V1ow Imago ,n PDF fc1ma1 View 1ma9e 1, PDF rotrnat Detail by Entity Name 11ttps:l/search.sunbiz.org/lnquiry/CorporationSearch/SearchResultDetail?inquirytype=EnlityName&directionType=lnilial&searchNameOrder=POOLEK ... 212 CAO Form W-9 Request for Taxpayer G i ve Form to t he (Rev. October 2018) Ide nt ification Number a nd Certification requester. D o not Cepanment ol the Treasury ► Go to www.lrs.gov/FormW9 tor Instruc tions and the lat es t Informati on. send to the IRS. Internal Revenue Service 1 Name (as shown on your income tall return). Name Is required on this line: do not leave tllis line b!anl<. Poole & Kent Company of Fl orida 2 Business name/disregarded enlity name. if different from above (") Q) 3 Check appropriate box for federal tax cIassif1cat1on ot the person whose name is entered on line 1. Check only o ne of the 4 Exemptloos (COdes apply only to a, following sever, boxes. certain entitles, not 1nd1vlduals; see "' 0. in struct,ons on page 3): C: 0 lnd1viduavs01e propnetor or 1B C CO(J)Orat1on 0 S Corporation 0 Part nership 0 T rusVestate 0 ti ~ s1n,ite•member LLC Exempt payee code (,I any) Q. 0 □ ~tl L1m~ed habil,ty company . Enter the tax cIassil ,catt0n (C:C corporat,on. S=S corporation. PoPartnershipl ► ___ ... :, Not e: Check the appropriate box ,n the I,na above fo, the lax ctass,ficat ,on of the :11ngle•member owner Do not check Exemption from FATCA repo,t ,ng 0 ... .g) LLC ii the LLC Is classified as a s,ngle-mem be, LLC that ,s d,sregarded from tne owner unless the owner of the LLC is code (ti any) another LLC that ,s not dJSregarded lrom the owner for U.S . federal tax purposes. Otherwise, a s'ngle-mcmber LLC that ~ () ,s disregarded from the owner snould chec~ the app,opr,ate box for the lax class,llca tlon of ,ts ownc,. ~ D Other (see Instructions) ► tA;;.?ifH &o uc:ooors ,r,;,hr~ 0 11t"~ r~ U SJ "' Q. 5 Address (number. street , and apt. or suite no.) See in structions. Requester's name and address (optlonaQ (/) l 1781 N.W. North River Drive 6 City, state. and ZIP code Miami, FL 33125 7 ust account oumbet(s) here (optiona~ ■!.Jc:• , ... Taxpaye r Identification Number (T IN ) I Soc ial security number I Enter you'. TIN In the appm~riate box. :ne T IN provided must.match the name given on line 1 to avoid backup wtt h holdl ng. For 1ndrvlduals, this Is generally your social security number (SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the Ins tructions tor Part I. later. Fo r other entit ies, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN, later. OIJ -DJ -I I I I I or Note; If the account is in more than one name, see the instructions for line 1. Also see What Name and Number To Give 1he Requester for guidelines on whose number to er.ter. I Employer identification number 75 -3163 466 Certification Under penalties of perjury, I certify that : 1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); an d 2. I am not subject to backup withhold ing because: (a) I am exempt from backup withholding , or (b) I have not been notified by the Internal Revenue Service (I RS) that I am subject to backup w it hholding as a result of a failure to report all Int erest or divi dends , or (c) the IRS has notified me that I am no lo nger subject to backup withholdi ng: and 3. I am a U.S. citizen o r other U.S. person (defined below): and 4 . The FATCA code(s) entered on this form (i f any) ind icating that I am oxempt from FATCA reporting is correct. Certification instruc tions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup wit hholding because you have failed to report all interest and dividends on your tax retu rn . For real estate transactions, item 2 does not apply. For mortgage interest paid , acquisition or abandonment of secured property, cancellation of debt. contrtbu11ons to an individual reti rement arrangement (IRA), and generally, payments other than interest and dividends, you arc not require to sign the certification, but you must provide your correct TIN. See the Instructions for Part II. later. Sign H ere Signat ure of U.S. pe rson ► R)Ct,atd Har4,c'U>n, cr,.ef fanan,c.ar Office, Pc ... &K•n<C-1otF,..., Date ► January 1,2Q23 General Instructions Section references are to the Internal Revenue Code unless otherwise noted. Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published. go to www.irs.gov/Form W9. Purpose of Form An individual or entity (Form W-9 requester) who is required to f ile an Information return with the IRS must obt ain your correct taxpayer identification n umber (TIN) which may be your social security number (SSN), individual taxpayer Identificat ion numbar (ITIN), adoption taxpayer identification number (ATIN), or employer Ident ificatio n number (EI N), to report on an information ret urn the amount paid to you, or o ther amount reportable on an information return. Examples of information returns i nclude. but are not limited to, the following. • Form 1099-INT (interest earned or paid) Cat. No. 10231X • Form 1099-DIV (d ividends, Including those from stocks or mutual funds) • Form 1099-MISC (various types or Income, prizes, awards. or gross proceeds) • Form 1099·6 (stock or mutual fund sales and certain other t ransactions by brokers) • Form 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), 1098-T (t uitlon) • Form 1099-C (canceled debt) • Form 1099-A (acquislt ion or abandonment of secured property) Use Form W-9 only if you are a U .S. perso n (including a resident alien), to provide your correct TIN . If you do not return Form W-9 to the requester with a TIN, you might be subject to backup withholding. See What Is backup withholdlng, later. Form W-9 !Rev. 10-2018} CAO Company ID Number: 610083 THE E-VERIFY MEMORANDUM OF UNDERSTANDING FOR EMPLOYERS ARTICLE I PURPOSE AND AUTHORITY The parties to this agreement are the Department of Homeland Security (OHS) and the The Poole & Kent Comp~ny of Florida (Employe r). The purpose of this agreement is to set forth terms and conditions which the Employer will follow while participating in E-Verify. E-Verify is a program that electronically confirms an employee's eligibility to work in the Un ited States after completion of Form 1-9 , Employment Eligibility Verification (Form 1-9). This Memorand um of Understanding (MOU) explains certain features of the E-Verify program and describes specific responsibilit ies of the Employer, the Socia l Security Administ ration (SSA}, and OHS. Authority for the E-Verify program is found in Title IV , Subtitle A, of the Illegal Immig ration Reform and Imm igrant Responsibility Act of 1996 (IIRIRA), Pub. L. 104-208, 110 Stat. 3009, as amended (8 U.S.C. § 1324a note). T he 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 Fede ral contracts . ARTICLE II RESPONSIBILITIES A. RESPONSIBILITIES OF THE EMPLOYER 1. The Employer agrees to display the following notices supp lied by OHS in a prominent place that is clearly visible to prospective emp loyees and all employees who are to be verified through the system: a. Notice of E-Verify Participation b. Notice of Right to Work 2. The Employer agrees to provide to the SSA and OHS 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 OHS whenever the representatives' contact information changes. 3. The Employer agrees to grant E-Verify access only to current employees who need E-Verify access. Employers must promptly t erminate an employee's E-Verify access if the employer is separated from the company o r no longer needs access to E-Verify. Page 1 of 17 E-Verify MOU for Employers I Revision Date 06/01 /13 CAO E-VerifY------~=~ Company ID Number: 610083 4 . The Employer agrees to become fami liar with and comply with the most recent version of the E-Verify User Manual. 5. The Employer agrees th at any Employer Representat ive who wil l create E-Verify cases will complete the E-Verify Tutorial before that individual creates any cases. a. The Employer agrees that all Employer representatives will take the refresher tutorials when prompted by E-Verify in order to continue using E-Verify . Failure to complete a refresher tutorial will prevent t he Employer Representative from continued use of E-Verify. 6. The Employer agrees to comply with current Form 1-9 procedures , with two exceptions: a. If an emp loyee presents a "List B" identity document , the Employer agrees to only accept "Li st B" documents that contain a photo. (List B document s identified in 8 C .F.R. § 274a .2(b)(1)(B)) can be presented during the Form 1-9 p rocess to establ ish identity.) If an employee objects to the photo requirement for rel ig ious reasons, the Employer should con tact E-Verify at 888-464-4218 . b. If an employee presents a OHS Form 1-551 (Permanent Resident Card), Form 1-766 (Employment Authorization Document), or U.S. Passport or Passport Card to complete Form 1-9 , the Employer agrees to make a photocopy of the document and to retain the photocopy with the employee's Form 1-9 . The Employer w ill use the photocopy to verify the photo and to assist OHS wi th its review of photo mismatches that employees contest. OHS may in the future desig nate ot her document s that activate the photo screening tool. Note: Subject only to the exceptions noted previously in this paragraph, employees still retain t he right to present any List A, or List B and List C, document(s) to complete the Form 1-9. 7. The Employer agrees to record the case verification number on the employee's Form 1-9 or to print the screen con taining the case verification number and attach it to the emp loyee's Form 1-9 . 8. The Employer agrees that, although it participates in E-Verify , the Employer has a responsibility to complete, retain , and make avai lab le for inspection Forms 1-9 that relate to its emp loyees , or from other requirements of applicable regu lations or laws , including the obligat ion to comply with the ant idiscrim ination requirements of section 27 4 B of the INA with respect to Form 1-9 procedu res. a. The following modified requ irements are the only exceptions to an Employer's obl igation to not emplo y unauthorized workers and comp ly 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 elig ibility of newly hired employee using E-Veri fy proced ures , the Employer establishes a rebuttable presumption that it has not violated section 274A(a)(1)(A) of 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 OHS and t he Employer is subject to a civil money penalty between $550 and $1,100 for each failure to notify OHS of continued employment following a final nonconfirmation; (4) If t he Employer continues to employ an employee after receiving a final nonconfirmation, then the Employer is subj ect to a rebuttable presumption that it has knowingly Page 2 of 17 E-Verify MOU for Employers I Revision Date 06/01 /13 cAO Company ID Number: 610083 employed an unauthorized alien in violation of section 274A(a)(1)(A); and (5) no E-Verify participant is civilly or criminal ly liable under any law for any action taken in good faith based on information provided through the E-Verify . b. OHS reserves the right to conduct Form 1-9 compliance inspections, as well as any other enforcement or compliance activity authorized by law, including site visits , to ensure proper use of E-Verify. 9. The Employer is strictly prohibited from creating an E-Verify case before the employee has been hired, meaning that a f irm offer of employment was extended and accepted and Form 1-9 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 1-9 have been completed), and to complete as many steps of the E-Verify process as are necessary according to the E-Verify User Manua l. If E-Verify is temporari ly 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 duri ng the period of unavailability. 10. The Employer agrees not to use E-Verify for pre-employment screening of j ob 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. 11 . The Employer must use E-Verify 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 Federa l contractors may qualify for exceptions to this requirement as described in Article I1.B of this MOU. 12. The Employer agrees to follow appropriate procedures (see Article Ill below) regarding tentative nonconfirmat ions. 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 emp loyees 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 Employe r must take additional steps (see Article II1.B. below) to contact OHS with information necessary to resolve the challenge. 13. Tt1e Employer agrees not to take any adve rse action against an employee based upon the employee's perceived employment eligibility status wh ile SSA or OHS is processing the verification request un less the Employer obtains knowledge (as defined in 8 C.F.R. § 274a.1(I)) that the employee is not work authorized . The Employer understands that an initial inability of the SSA or OHS automated verification system to verify work authorization , a tentative nonconfirmation , a case in continuance (in dicating 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 term inated or suffer any adverse employment consequences based upon the employee's perceived employment elig ibility status Page 3 of 17 E-Verify MOU for Employers I Revision Date 06101/13 CAO Company ID Number: 610083 (includ ing denying , reducing , or extending work hours , delaying or preventing t rain ing , req uiring an employee to work in poorer cond itions , withholding pay , refusin g 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 OHS has been completed and a final nonconfirmation has been issued. If the employee does not choose to con test a te ntative nonconfirmation or a photo mismatch or if a secondary verification is completed and a fina l nonconfirmation is issued , then the Employer can find the employee is not work authorized and terminate the employee's employment. Employers o r employees w ith questions about a fi nal nonconfirmation may call E-Verify at 1-888-464- 4218 (customer service) or 1-888-897-7781 (worker hotline). 14. The Employer agrees to comply with T it le VI I of the Civil Rights Act of 1964 and section 27 48 of the INA as appl icable by not discriminating unlawf ully ag a inst any ind ividua l in hiring , firing , employment e ligibility verification , or recru itment or referral p ract ices because of his or her nationa l origin or citizenship st atus, o r by committing d iscriminatory 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 prov isions in section 27 4 B of the INA could subj ect the Employer to civil penalties , back pay awards , and o ther sanctions, and violations of T itle VII could subject the Employer to back pay awards, compensatory and punitive damages. Violations of e ither section 2748 of the !NA 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-d isc rimination provision , it should contact OSC at 1-800-255-8 155 or 1-800-237-2515 (TDD). 15. The Employer agrees that it will use th e information it receives from E-Verify only to confirm the employment e lig ib il ity of employees as authorized by this MOU . The Emp loyer agrees that it will sa feguard this information , and means of access to it (such as PINS and passwords), to ensure that it is not used for any other pu rpose and as necessary to protect its confidentiality, including ensuring that it is not disseminated to any pe rson other t han employees of the Employer who a re authorized to perform the Employer's responsibilit ies un der this MOU , except for such dissemination as may be au thorized in advance by SSA or OHS fo r legitimate purposes. 16. The Employer agrees to notify OHS immediately in t he event of a breach of personal information . Breaches are defined as loss of control or unauthorized access to E-Verif y personal data. All suspected or confirmed breaches should be reported by calling 1-888-4 64-4218 or via email at E-Verify@dhs .gov. Please use "P rivacy Incident -Password " in the subject line of you r email when sending a breach report to E-Verify. 17. The Employer acknowledges that the information it receives from SSA 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 subj ect to criminal penalties. 18. The Employer agrees to cooperate with OHS and SSA in their compliance monitoring and evaluation of E-Verify , wh ich includes permitting OHS , SSA, their con tractors and other agents, upon Page 4 of 17 E-Ve rify MOU for Em ployers I Revisio n Date 06/0 1/1 3 CAO Company ID Number: 610083 reasonable noti~e, to review Forms 1-9 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 OHS requests for information relating to their participation in E-Verify. 19. 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 o r 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. 20. The Employer shall not state in its website or other public documents that any language used therein has been provided or approved by OHS, USCIS or the Verification Division, without first obtaining the prior written consent of OHS. 21 . 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 w ith OHS, USCIS, or E-Verify. 22. 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 FEDERAL CONTRACTORS 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 w ith the most current version of the E-Verify User Manual for Federal Contractors as well as the E-Verify Supplemental Guide for Federa l 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 elig ibility 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 c reat e a second case for 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 enro llment , begin to verify employment eligi bility of new hires using E-Verify. T he 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 enrol led in E-Verify as a Federal contractor, the Employer must beg in verification of employees assigned to the contract within 90 calenda r days after the date of enrollment or within 30 days of an employee's assignment to the contract, whichever date is iater. Page 5 of 17 E-Verify MOU for Employers I Rev ision Date 06/01/13 CAO E-Verify _____ z~.~ Company ID Number: 610083 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 th e 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 E-Verify verification of all existing employees within 180 days after the election . e. The Employer may use a previously completed Form 1-9 as the basis for creating an E-Verify case for an employee assigned to a contract as long as: i. That Form 1-9 is complete (including the SSN) and comp lies with Article 11.,!\.6 , ii. The employee's work authorization has not expired , and iii. The Employer has reviewed the Form 1-9 information either in person or in communications with the employee to ensure that the employee's Section 1, Form 1-9 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 1-9 consistent with Article 11 .A .6 or update the previous Form 1-9 to provide the necessary information if: i. The Employer cannot determine that Form 1-9 complies with Article 11.A.6, ii. The employee's basis for work authorization as attested in Section 1 has expired or changed , or iii. The Form 1-9 contains no SSN or is otherwise incomplete. Note: If Section 1 of Form 1-9 is otherwise valid and up-to-date and the form otherwise complies with Page 6 of 11 E•Verify MOU tor Employers I Revision Date 06/01/13 E-Verify _____ e ~~ Company ID Number : 610083 Article I1.C .5, but reflects documentation (such as a U.S. passport or Form 1-551) that expired after completing Form 1-9 , 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 t he E-Verify User Manua l. g. The Employer agrees not to requi re 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 comp liance with its verification responsibilities under this MOU to contracting officers or other officials authorized to review the Employer's compliance with Federa l contracting requirements. C. RESPONSIBILITIES OF SSA 1. SSA agrees to allow DHS to compare data provided by the Employer against SSA's database. SSA sends OHS 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 E-Verify procedures. SSA also agrees to limit access to such information , as is appropriate by law , to individua ls 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 ). 3. SSA agrees to provide case results from its database within three Federal Government work days of the in itial inq uiry. E-Verify provides the information to the Emp loyer. 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, w ithin 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 employer. Note: If an Employer experiences technical problems, or has a policy question, the employer should contact E-Verify at 1-888-464-4218. D . RESPONSIBILITIES OF OHS 1. OHS agrees to provide the Employer with selected data from OHS databases to enable the Employer to conduct , to the extent authorized by this MOU a. Automated verification checks on alien employees by electronic means, and Page 7 of 17 E-Verify MOU for Employers I Revlsion Date 06/0 1/1 3 CAO Company ID Number: 610083 b. Photo verification checks (when availab le) on employees. 2 . OHS agrees to assist the Employer with operationa l problems associated with the Employer's participation in E-Verify. OHS agrees to provide the Employer names, titles, addresses , and telephone numbers of OHS representatives to be contacted during the E-Verify process. 3. OHS agrees to provide to the Employer with access to E-Verify training materials as well as an E-Verify User Manual that contain instructions on E-Verify policies , procedures, and requ irements for both SSA and OHS , including restrictions on the use of E-Verify. 4. OHS agrees to train Employers 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 , OHS reserves the right to requi re employers to take mandatory refresher tutorials . 5. OHS agrees to provide to the Employer a notice , which indicates the Employer's participation in E-Verify. OHS also agrees to provide to the Employer anti-discrim ination notices issued by the Office of Special Counsel for Imm igration-Related Unfair Employment Practices (OSC), Civil Rights Div ision, U.S. Department of Justice. 6. OHS agrees to issue each of the Employer's E-Verify users a unique user identification number and password that perm its them to log in to E-Verify . 7. OHS agrees to safeguard the information the Employer provides, 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 eligibi lity , to enforce the INA and Federal criminal laws. and to administer Federal contracting requ irements. 8. OHS agrees to provide a means of automated verification that provides (in conjunction w ith SSA verification procedures) confirmation or tentative nonconfirmat ion of employees' employment eligibility within three Federal Government work days of the in itial inquiry. 9. OHS agrees to provide a means of secondary verification (including updating OHS records) for employees who contest OHS tentative nonconfirmations and photo mismatch tentative nonconfirmations. This provides final confirmation or nonconfirmation of the employees' employment eligib ility within 10 Federal Government work days of t he date of referral to OHS , un less OHS determines that more than 10 days may be necessary. In such cases, OHS will provide additional verificat ion instructions. ARTICLE Ill REFERRAL OF INDIVIDUALS TO SSA AN D OHS 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 Pa ge 8 of 17 E-Verify MO U for Em ployers I Revision Date 06/01/13 CAo Company ID Number: 610083 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 t he 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 regu larly for case updates. 6. T he Employer agrees not to ask the employee to obtain a printout from the Social Security Administration number database (the Num ident) or other written verification of the SSN from the SSA. B. R E FERRAL TO OHS 1. If the Employer receives a tentative nonconfirmation issued by OHS, the Employer must promptly notify emp loyees 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 ind ividua ls to OHS only when the employee chooses to contest a tentative nonconfirmation. 4 . If the employee contests a tentative nonconfi rmation issued by OHS, the Employer will instruct the Page 9 of 17 E-Verify MOU for Employers I Revision Date 06101/13 CAO Company ID Number : 610083 employee to contact OHS th rough its t oll-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 o utlined in paragraph 1 of this sectio n for tentative nonconfirmations, general ly. 6. The Employer agrees that if an employee contests a tentative nonconfirmation based upon a photo mismat ch, the Emp loyer will send a copy of the employee's Form 1-551, Form 1-766 , U.S . Passport, or passport card to OHS for review by: a. Scanning and uploading the document, or b. Sending a photocopy of the document by express mail (f urnished and paid fo r 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 OHS as described in the preceding paragraph . The Employer agrees to resolve the case as specified by the OHS representative who w ill determine the photo match or mismatch. 8. OHS will electron ically transmit the result of the referral to the Employer w ithin 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. ARTICLE IV SERVICE PROVISIONS A. NO SERVICE FEES 1. SSA and OHS will not charge the Employer for verification services performed under this MOU. The Employer is responsible for provid ing equipment needed to make inquiries. To access E-Verify, an Employer will need a personal computer with Internet access . ARTICLE V 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 OHS 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 OHS or SSA, includ ing but not limited to E-Verify checking against additional data sources and instituting new verification policies or procedures, will be covered unde r this MOU a nd w ill not cause the need for a supplementa l MOU that o utl ines these changes. Page 10 o f 17 E-Ve nfy MOU for Employers I Revision Date 06/01/13 CAO E-Verify ____ ~ Compan y ID Number: 610083 B . TERMINATION 1. The Employer may terminate this MOU and its participation in E-Verify at any time upon 30 days prior written notice to the other parties. 2. Notwithstanding Article V, part A of th is MOU, DHS may terminate this MOU , and thereby the Employer'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 OHS that there has been a breach of system integrity or security by the Employer, or a failure on the part of the Employer 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. 3. An Employer that is a Federal contractor may term inate this MOU when the Federal contract that requires its participation in E-Verify is terminated or completed . In such cases, the Federal contractor must provide written notice to DHS . If an Employer that is a Federa l contractor 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 procedLires to verify the employment eligibility of all newly hired employees. 4. The Employer agrees that E-Verify is not liable for any losses, financial or otherwise, if the Employer is terminated from E-Verify. AR TI CLE VI PARTIES A. Some or all SSA and DHS responsibilities under this MOU may be performed by contractor(s), and SSA and OHS 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. 8. 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 Employer, its agents, officers , or employees. C. The Employer 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 civi l or criminal, and for any liability wherefrom, including (but not limited to) any dispute between 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 Employer. E. The Employer understands that its participation in E-Verify is not confidential information and may be disclosed as authorized or required by law and OHS or SSA policy, including but not limited to , Page 1 1 of 17 E-Verify MOU for Employers I Re111si on Date 0610111 3 E-Verify ________ • tt:. Company ID Number: 610083 Congressional oversight, E-Verify publicity and media inquiries, determinations of compliance with Federal contractual requ irements , 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 and OHS respectively. The Employer understands that any inaccurate statement, representation, data or other information provided to OHS may subject the Employer, 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. G. The foregoing constitutes t he full agreement on this subject between OHS and the Employer. T o be accepted as an E-Verify participant, you should on ly sign the Employer's Section of the signature page. If you have any questions , contact E-Verify at 1-888-464-4218. Page 12 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 CAO Company ID Number: 610083 Approved by: Employer The Poole & Kent Company of Florida Name (Please Type or Print) lfitle Carla J Woodall !S ignature Date Elect ronica lly Signed 10/18/2012 Department of Homeland Security -Verification Div ision Name (Please Type or Print) lfitle USCIS Verification Divi sion Signature Date Electron ically Signed 10/18/20 12 Page 13 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 CAO E-Verify ______ e Company ID Number: 6 10083 Information Required for the E-Verify Program Information relating to your Company: T he Poole & Kent Company of Flo rid a Company Name 17 81 NW No rth River Drive Miami, FL 33125 Company Facility Address !Company Alternate Address ' :::ounty or Parish MIA MI-DADE Employer Identification Number 753163466 North American Industry 237 Classification Systems Code EMCOR Group Parent Company Number of Employees 100 to 499 Number of Sit es Verified for 5 Page 14 of 17 E-Verify MOU for Emp loyers I Revision Date 06101113 CAO E-Verify ______ za -tt Company ID Number: 6 10083 Are you verifying for more than 1 site? If yes, please provide the number of sites verified for in each State: FLORIDA 5 si te(s) Page 15 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Company ID Number: 610083 Information relating to the Program Administrator(s) for your Company on policy questions or operational problems: Name Phone Number Fax Number Ema il Address Name Phone Number Fax Number Email Address Richa rd Harrington (305) 325 -1930 ext. 1950 (305) 325 -0290 richardh@pkflorida .com Carla J Woodall (305) 325 -1930 ext. 1956 (305) 324 • 0522 carlaw@pkflorida.com Page 16 of 17 E-Verily MO U for Employers I Revision Date 06/01113 CAO E-Verify _____ •~~ Company ID Number: 610083 Page intentionall y left blank Page 17 of 17 E-Verify MOU for Employers I Revision Date 06101/13 CAO Business Tax Receipt Collier County (2022 -2023 ) ♦ Poole & Kent • Contract ors An EMCOR Company COLLI ER CO UNTY BUSINE SS TAX BUSINESS TAX NUMBER: 170060 COLLIER COUNTY TAX COLLECTOR· 2800 N. HORSESHOE DR IVE· NAPLES FLORIDA 34104 • (239) 252 -2477 VISIT OUR WEBS ITE AT: www.colliertaxcollector.com THIS RECEIPT EXPIRES SEPTEMBER 30, 2023 LOCATION: 5633 STRAND BLVD #313 ZONED CO MM / PUD BUSINESS PHONE : 305-325-1930 STATE OR COUNTY LIC #: CGC061808 1-10 EM P LOYEES CLASSIFICATION: OS-GE NERAL CONTRACTOR CLASS IFICATION CODE. 05100101 LEGAL FORM Corporation This document 1s a business tax only. This is no1 certificat1on lhal licensee is qual,hed It does net pennI1 lhe 1,censee 10 violate any existing regulatory zoning laws of the state, county. or cities nor does it exempl lhe licensee from any other laxes or permils lhat may be required by law. H~~,1.J11;,rtr"!'--MtJint Dade· Ccun:y ! 101 NW :.,iorih fir.-OC 0<,'t ... M1.)IT!l Fl ~,:)1 ::15 P /,0';;-3:>5,.h/30 DISPLAY AT PLACE OF BUSINESS FOR PUBLIC INSPECTION FAILURE TO DO SO IS CONTRARY TO LOCAL LAWS POO LE & KENT COMPANY OF FLORIDA STRICKLAND, DAVID PO BOX 420556 MIAM I, FL 332420556 ·THIS TAX IS NON-R EFU NDABLE· DATE 07/25/2022 AMOUNT 18.00 RECEIPT 502-23-00078557 R<>t. 5:(;,,-i,e,~Vl/M,e/4 tor..>! Orf«;~ -H1il.s1>vi-.1•1~!1 i,\.)Uf'l)' 'J 71~ W ton'M)n '.)U\lO: lo1np.1;. rl Zl300G P:P.l "°7:ll•243S CAO Business Ta x Receipt Miami-Dade County (2022-2023 ) Local Bu siness Tax Receipt Miami-Dade County, State of Florida -THISIS NOT A SILL-DO NOT PAY 5567574 BUSINESS NMUAOCATIOH POO LE & KENT COMPANY OF FLORIDA 1781 NW N RIVER DR MIAMI FL 33125 R(C(ll'T NO RENEWAL 5807566 OWN[R SfC. TYl't Of BUSWESS ~ Poole & Kent =-Contractors An EMCOR Company LBT EXP IRE S SEPTEMBER 30, 2023 Must be d ispla yed a l place c,f bus,neo• Pursuant 10 County Code Chapter SA-An 9 & 10 POOLE & KEM COMPANY OF R.ORlDA 196 GENERAL BUILDING CONTRACTOR CGC06180!l P~Yll(NT l[CUVlO BYTAX COU(CTOI S45.00 07/25/2022 CHECKll-22--056403 Worker(s) 1 0 This local 0usln•u Tax R•c•ipt only confirms pa ymont of lht Loul Bus iotn lox Tho Rocoip1" noto llceniO, pormit or• eer1ifiution of th• lwfders qu11ifit'.ll ions, 10 do bu,iness. Holdor mull comply with any QOYommental or noOQ .. trnm1ntal 11<,lUfator-, laws and n,qulr9fflents which apply 10 the businesc Tho RECEIPT NO 111Gvt must bo displayad on •II cornm1rci•lvahicl11-Miami-Dad• Cod■~ "'-216 For mo rt intormet1on, vi sit -fU Local Bus iness Tax Receipt lBT l Miami-Dad e County, State of Florida -THISIS NOT A BIU-DO NOT PAY 5567590 ' _ __/ BUSIHE~ NAMCAOCATTON RE(;[l'1 NO RENEWAL 5807582 EXPIRES SEPTEMBER 30, 2023 POOLE & KENT COMPANY OF FLORIDA 1781 NW NORTH RIVER DR Must b<> displa yed 01 pl&co of bo<ino•• Pursuant to Counrv Codo Chaprer 8A -Art 9 & 10 MIAMI FL 33125-2311 OWNLA SEC TYPl OI BUSINlSS POOI.E I. KfNT COMPANY OF P.ORIDA 196 GE NERAL MECHANICAL CONTRACTOR:~-:!~~:_o Worl<er (s} 1 o CMC057l 92 $45 00 07 /2S /2022 CHECK2I-22--0SG742 This local 8ut1 nH1 Tax Rtcaipl only confirms pAym•nt o1 t.f'Mt loc.,I Bu1ine1s Tax. Tht R4eeipt i, not I l ietnct, pet1'Qit.ot • etrtifle1tion o1 lh• bolder squalificalJou. to do bu.siNn Holdern111t'I comply with afty 9ovan:mutal 0t nonooMrn~Htrtal ,egubitory lrNs •"d r11qui1t1111tJ\ts wtucb ,,f>lv 10 UM busitteu Tht RECEI PT NO . et.ove "'llf'I N ditplayed o" 111 camm•rci•l nhicl11-Miami-Dad, Code S.C b-17' Fo r more intonnatioo. wirn www...miamidadt gcy(LUCOll tctor CAO E X HIBIT A-3: CONTRACTOR'S KEY PERSONNEL ASSIGNED TO THE PROJECT Bradley Rucker Dave Springhetti Tom Kemink David Blanchard Personnel Category Construction Superintendent Construction Superintendent Construct ion Superintendent Project Manager 10 Construction S ervices Agreement: [2022_ver.3] CA EX HIBIT B-1: PUBLIC PAYM ENT BOND IT B# 23-81 16 Bond No. 107855599 / K41724742 Contract No. -=2 ..._3-....:8 .... 1 ...... 16"'------- KNOW ALL MEN BY THESE PRESENT S: That Poole & Kent Company of Florida 1781 N.W. North River Drive, Miami, FL 33125 , as Principal , and Travelers Casua lty and Surety Company of America as Surety, located at One Tower Square , Hartford , CT 06183 (Business Address) a re held and firmly bound to Collier County Board of County Commiss ioners as Obligee in the sum of Fifty-Five Million Six Hundred Sixty Thousand Dollars and Zero Cents ($55,660,000 ) for the payment whereof we bind ourselves , our heirs, executors , personal representatives , successors and assigns, jointly and severally. WHEREAS , Principal has entered into a contract dated as of the l l;... day of ___;:;J_v_l.;+----- 20 l. 3 , with Obligee for North County Water Reclamation Facility (NCWRF) Pretreatment Facility in Collier County accordance with drawings and specifications, which contract is incorporated by reference and made a part hereof, and is referre d to herein as the Contract. THE CONDITION OF THIS BOND is that if Principal : Promptly makes payment to all claimants as defined in Section 255.05(1 ), Florida Statutes, supplying Principal with labor, materials or suppli es, used directly or indirectly by Principal in the prosecution of the work provided for in the Contract, then this bond is void; otherwise it remains in fu ll force . Any changes in or u nder the Contract and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Sureties obligation under this Bond. T he provisions of t his bond are subject to the time limitations of Section 255.05(2). In no event will the Surety be liable in t he aggregate to claimants for more than the penal sum of this Payment Bond, regardless of the number of suits that may be filed by claimants. IN WITN E SS WHEREOF , t he above parties have executed this instrument this~ day of June 20 23 , the name of each party being affixed and these p resents duly signed by its under-signed representative , pursuant to authority of its gove rn ing body . 11 Construction Services Agreement: (2022_ver.3) CAO Signed, sealed and delivered inlh=~ David A. Strick land, Assistant Secretary Witnesses as to Principal STATE OF Florida PRINCIPAL Poole~rida BY ~ NAME: PakH. Carr ITS: President & CEO ----------COUNTY OF _M_ia_m_i-D ..... a=de..a..-_____ _ The foregoing instrument was ackno...,,ledged before me by means of lil physical presence or D online notarization, this ~ day of June , 20.fL_, by Patrick H. Carr , as __ P_re_si_de_n_t &_CE_O ______ _ of Poole & Kent Com pany of Florida , a Delaware corporation , on behalf of the corporation . He/she is personally known to me OR has produced _____________________ as identification and did (did not) take an oath . My Commission Expires: February 1, 2025 /j~f •/4*~·.. WENDY CAMPBELL [/ Jt1 '\ • 1 IAY COMMISSION# HH 062370 '-\~;~·' EXPIRES : February 1, 2025 '•{2"::U~-··· Bonded Thru Nota,y Pub:ic Und erwriters (AFFIX OFFICIAL SEAL) ATTEST: N/A N/A Witnesses to Surety kJ-t. l-- (Signature of Notary Public) NAME: Wendy Cam pbell (Legibly Printed) Notary Public, State of rl OV' d~ Commission No.: AA I.N 211 0 SURETY: Travelers Casualty and Surety Company of America & Federal In s urance Company (Printed Name) TR -One Tower Square, Hartford, CT 06183 FE -202 B Hall's Mill Road, Whitehouse Station, NJ 08889 (Business Address NI A (Authorized Signature) N/A (Printed Name) 12 Construction Services Agreement [2022_ver.3) OR ~~ Nelly Renchiw ich, Attorney-in-Fact (Printed Name) Non-Resident license #W447916 STATE OF New York --------COUNTY OF _N __ a ..... ssa-----"u ____ _ Alliant Insurance Services, In c. 333 Earle Ovington Blvd., Suite 700 Uniondale, NY 11553 (Business Address) (516) 414-8900 (Telephone Number) .. . The foregoing instrument was acknowledged before me by means of l!l physical presence or D online notarization , this 16th day of June 2on.__. by NeJ!tsRench iwich , as Attorney-in-Fact of f~era11nfu1.a~~1yeompanyo1Amenca& , a CT & I .... N...;.;...;;;..;..;.;._._;.;..;,..,--=::a---co_rp_o_ra-ti-o-n,-o-n behalf of the corporation. He/she is personally known to me OR has produced ____________________ as identification and did (did not) take an oath. My Commission Expires : April 20, 2026 (AFFIX OFFICIAL SEAL) CAMILLE MAl'TlAND Natlry Publlo-&aleof NNllNII No.01MA8008044 Qualified in Nassau County Commission Expires April 20, 2028 (Signature of Notary Public) Name: Camille Maitland (Legibly Printed) Notary Public, State of: New York Commission No.: 01 MA6006044 13 Construction Services Agreement: (2022_ ver.3) CAO FLORIDA DEPA RTMENT OF FINAN CIAL SERVICES NELLY RENCHIWICH License N umber: W447916 Non Resident Insurance License Issue Date 10/24/2017 • 0920 -NON RES GEN LINES (PROP & CAS) P lease Note: NOTICE -This non-resident license is limited to the classes of insurance reflected a bove and is further l imited to ONLY those classes of insurance for which you are licensed in your home state . A licensee may only transact insurance with an active appointment by an eligible insurer or employer. If you are acting as a surplus lines agent. pubhc adJuster or re insurance intermediary manager/broker you should have an appointment recorded in yoUf own name on file with lhe Department. If you are unsure of your license status you should contact the Florida Department of Financial Services immediately. This license wm expire if mOfe than 48 months elapse without an appQIntment for each class of insurance hsted If such expIratIon occurs the individual wilt be required to re -quahfy as a first-time applicant. If th,s license was obtained by passing a licensure examination offered by the Florida Department of Financial Services, the licensee ~s required to comply with continuing education requirements contarned 1n 626 2815 ot 6 48.385 Florida Slatutes. A licensee may track theor continuing educallon requirements completed or needed ,n their MyProftle account at https J/d1ce fldfs com To validale the accuracy of this ltcense you may review lhe 1ndlv1dual license record under "Licensee Search" on the Florida Department of Financial Services website at http//Www MyFlondaCFO.comlD1v1s1on/Agenls ~~s Chief Financial Officer State of Florida TRAVELER fr' Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF ATTORNE Y KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America , Travelers Casualty and Surety Company , and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the 'Companies"), and that the Companies do hereby make, constitute and appoint Nel ly Renchiwich of UNIONDALE , New York . their true and lawful Attomey(s)-in-Fact to sign , execute , seal and acknowledge any and all bonds, recognizances , conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and execuling or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WH EREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21 st day of Apri l. 2021 . State of Connecticut City of Hartford ss. On this the 21st day of April, 2021 , before me personally appeared Robert L . Raney , who acknowledged himself lo be the Senior Vice President of each of l he Companies, and that he , as such , being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal. My Commission expires the 30th day of June , 2026 Anna P. Nowik, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman , the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer. the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond , recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman , the President , any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or emp loyees of this Company , provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary ; and it is FURTHE R RESOLVED, that any bond, recognizance , contract of indemnity. or writing obligatory in the nature of a bond, recognizance , or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President , any Vice Chairman , any Executive Vice President , any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary ; or (b} duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RES OLVED, that the signature of each of the following officers : President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistanl Vice President, any Secretary , any Assistant Secretary , and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointi ng Resident Vice Presidents, Resident Assistant Secretaries or Attomeys-in- Fact for purposes only of executing and attesting bonds and undertakings an d other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevi n E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 11 t""' day of J J I y' 2 0 23 that the above and foregoing is a To v~rlfy the authentldty of this Power of Attorney, p/tNlse all us at 1 ·BOtJ-.421 ·3880. Pluse refer to the above-nam«I Attorney(s}-ln-Fact and the dtttal/$ of the bond to which this Powwof Attorney Is attached. BONDS STOCKS CASH AND INVESTED CASH OTHER INVESTED ASSETS ASSETS TRAVELERS CASUAL lY AND SURElY COMPANY OF AMERICA HARTFORD, CONNECTICUT 06163 FINANCIAL STATEMENT AS OF DECEMBER 31, 2022 CAPITAL STOCK$ 6,480,000 LOSSES LIABILITIES & SURPLUS $ 4,788,996,790 102,639,111 20,110,066 LOSS ADJUSTMENT EXPENSES COMMISSIONS OTHER EXPENSES TAXES, LICENSES ANO FEES SECURITIES LENDING REINVESTED COLLATERAL ASSETS INVESTMENT INCOME DUE ANO ACCRUED PREMIUM BALANCES 5,661,540 25,805,872 42,265,766 308,425,453 57,954,515 66,131,600 REINSURANCE PAYABLE ON PAID LOSSES ANO LOSS AOJ EXPENSES UNEARNED PREMIUMS REINSURANCE RECOVERABLE NET DEFERRED TAX ASSET CURRENT FEDERAL AND FOREIGN INCOME TAXES RECOVERABLE AND INTEREST GUARANlY FUNDS RECEIVABLE OR ON DEPOSIT RECEIVABLE FROM PARENTS, SUBSIDIARIES AND AFFUI\TES OTHER ASSETS TOTAL ASSETS STATE OF CONNECTICUT COUNlY OF HARTFORD CITY OF HARTFORD )SS. 3,250,318 1,059,482 14,866,600 963,374 $ 5,440,130,489 ADVANCE PREMIUM POLICYHOLDER OIVDENOS CEDED REINSURANCE NET PREMIUMS PAYABLE AMOUNTS WITHHELD/ RETAINED BY COMPANY FOR OTHERS REMITTANCES ANO ITEMS NOT ALLOCATED PROVISION FOR REINSURANCE PAYABLE FOR SECURITIES LENDING RETROACTIVE REINSURANCE RESERVE ASSUMED OTHER ACCRUED EXPENSES ANO LIABILITIES TOTAL LIABILITIES CAPITAL STOCK PAID IN SURPLUS OTHER SURPLUS TOTAL SURPLUS TO POLICYHOLDERS TOTAL LIABILITIES & SURPLUS MICHAEL J. DOODY, BEING DULY SWORN, SAYS THAT HE IS VICE PRES IDENT -FINANCE, OF TRAVELERS CASUAL lY ANO SURElY COMPANY OF AMERICA. AND THAT TO THE BEST OF HIS KNOWLEDGE ANO BELIEF, THE FOREGOING IS A TRUE ANO CORRECT STATEMENT OF THE FINANCIAL CONDITION OF SAID COMPANY AS OF THE 31ST DAY OF DECEMBER, 2022. SUBSCRIBED ANO SWORN TO BEFORE ME THIS 17TH DAY OF MARCH, 2023 ~ft ~ NOTARY Pa!!LIC SUSAN M. WEISSLEDER Notary Public A-fyC0111minio11 E.vpirt!s Nm•embu JO, 2027 --· $ 1,365,257,132 133,864,803 55,456,724 49,033,047 16,807,425 (1 ,736,793) 1,394,161,189 3,880,400 16,122,229 73,928,911 23,586,276 5,062,055 6,464,364 25,805,872 785,441 188,614 $ 3, 190.685,707 $ 6,480,000 433,803,760 1,809,161,022 $ 2,249,444,782 $ 5,440,130,489 . -. . ..... ..... CHUBB Power of Atto rney Federal Insurance Company I Vigilant Insurance Company I Pa cific Indemnity Company Westchester Fire Insurance Company I ACE Ameri ca n Insurance Company Know All by These Presents, that FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPA NY, a New York corporation, PACIFIC INDEMNITY COMPA NY, a Wisconsin corporation, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY corporations of the Commonwealth of Pennsyl van i a, do each hereby constitute and appoint Katherine A costa, Thomas Bean, George 0. Brewster, Desiree Cardlin, Colette R. Chisholm, Dana Granice, Susan Lupski, Gerard 5. Macholz, Camille Maitland, Robert T. Pearson, Nelly Renchiwich, Vincent A. Walsh, Michelle Wannamaker and Ian Williams of Uniondale, New York ----------------··········-··-···-·-·····-·-··--······-··-···-····-·-·······-········--··----·-······-·················-·················· each as their true and lawful Attorney•in•Fact to execute under such designation in their names and to affix their corporat e seals to and deliver for and on their behalf as surety thereon or otherwise, bonds and undertakings and other w ritings obligatory In the nature thereof (other than bail bonds) given or executed in the course of business, and any instruments amending o r altering the same, and conse nts t o the modification or alteration of any Instrument referred to in said bonds or obligations. In Witness Whereof, said FEDERAL INSU RAN CE COMPANY, V IGILANT I NSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURA NCE COMPANY have each executed and attested these presents and affixed their corporate sea.ls on this 7"' day of March, 2023. (::}OJ-ul--..'f~-~ ~~~ STATE OF NEW IERSEY County of Hunterdon ss. On this 7th day of March 2023 before me, a Notary Public of New Jersey, personally came Dawn M. Chloros and Stephen M, lianey, t o me known to be Assista nt Sec retary and Vice President, respectively, ofFEDERAL INSURANCE COMPANY, VIGILANT INSURAN CE COMPANY, PACIFIC INDEMNITY COM PANY, WESTCHESTER FI RE INSURANCE COMPANY and ACE AM ERICAN INSURANC E COMPANY, the companies which executed the foregoing Power of Attorney, and the said Dawn M. Chloros and Stephen M. Haney, being by me duly sworn, severally and each for herself and hi mself did depose and say that they are Assistant Secretary and Vice Presiden~ respectively, of FEDERAL I NSURA NCE CO MPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERI CA N IN SURANCE CO MPANY and know the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such co rporate seals and were thereto affixed by authority of said Companies; and that thei r signatures as such officers were duly affixed and subscribed by 11.ke authority. Notarial Sea l AlbenCon<un, NOTARY PUBUCOF NEW JEJISEY No5020236' Commission E,q,irti Aucus122.2017 CERTIFICATION Resolutions adopted by the Boards of Directors of FEDERAL I NSURANCE COM PANY, VIGILANT INSURANCE CO MPANY, and PACI FIC INDEMNITY COM PANY on August 30, 2016; WESTC HESTER FIRE INSURANCE CO MPANY on Dece mbe r 11, 2006; and ACE AMERICAN INSURANCE COMPAN Y on March 20, 2009: "RESOLVED, that the following authorJzations relate to the execution, for and on behalf of the Company, of bonds, undertakings. recognlzanO!S, contracts and other written commitments of the Compomy entered into In the ordinary course of business (each a "Written Commitment"'): (1) Each of the Chairman, the Prestdent a.nd the VIO? Presidents of the Company is hereby authorized to execute any Written Commitment for and on behalf of the Company, under the seal of the Company or otherwise. (2) Each duly appointed attomcy-ln-faa. of the Company is hereby authorized to execute any Written Commitment for and on behalf of the Company, under the seaJ of the Com pany or otherwise, to the extent that such action Is authorized by the grant of powers provided for In such person's wrttten appolntme.ntas such attorney-ln-ract. (3) Each of the Chairman, the President :.nd the Vice Presidents of theCompanyishercbyauthorized,for andon behalfoftheCompany,toappolntinwriting any person the attorney-In· fact of the Company with full power and authority to exewte, for and on behalf of the Company, under the seal of the Company or otherwise, such Written Commi1Jnehts of the Company as may be specified In such written appointment which specification may be by general type or das:s of Written Commitments or by spedHcatlon of one or more particular Written Comm itments. (4) Each of the Chairman, the President a nd the Vice P~sldents of the Company Is hereby authorized, for and on behalf of the Company, to delegate In writing to any other officer of the Company the authority toexcwte, for and on behalf of the Company, under the Company's seaJ or otherwise. such Written Commitments of the Company as are specified in such written delegation. which spedficatlon may be by general type or dass of Written Comm1tments or by specific.ad on of one or more particular Written Comm itments. (5) The slgnarure or any officer or other person executing any Written Commitment or appointment or delegation pursuant to this Resolution, and the seal of the Company. may be affixed by facsimile on such Written Commitment or written appointment or delegation. FURTHER RESOLVED. that the foregoing Resolu tion shall not be deemed to be an exclusive statement of the powers and authority of officers, employees and other persons to act for and on ~half of the Company. and such Resolutlon shall not limit or otherwise affect the exercise of any such power or authority otherwise validly granted or vested," I, Dawn M. Chloros, Assistant Secretary of FEDERAL INSURA NCE COMPANY, VIG ILANT INSURANCE CO MPANY, PACIFI C INDEMNITY COM PA NY, WESTCHESTER FIRE INSURANCE CO MPAN Y and ACE AMERICAN INSURANCE CO MPANY (the 'Companies1 do hereby certify that (i) the foregoing Resol utions adopted by the Board or Di rectors or the Companies are true, correct and in full force and effect, (iil the foregoing Power or Attorney is true, correct and I n full force and effect Given under my hand and seals of said Companies at Whitehouse Station, NJ, this J i.1 l y l \ t-11\ , 2023 ,. - IN THE EVENT YOU WISH TO VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER. PLEASE CONTACT US AT: Tele hone 908 903• 3493 Fax 908 903· 3656 e•mail: sure chubb.oom Combined: FEO-VIG-Pl•WFIC·AAIC (rev.1 1.19) FEDE RAL INSURANC E COMPANY STATEMENT OF ASSETS, LIABILITIES A NO SURPLUS TO POLICYHOLDERS Statutoiy Basis December 31, 2022 (in thousands) ASSETS LIABILITIES AND SURPLUS TO POLICYHOLDERS Cash end Short Term Investments United States Government. State and Municipal Bonds Other Bonds Stocks Other Invested Assets TOTAL INVESTMENTS Investments in Aff~lates Great Northem Ins Co. Vigilant Ins. Co Chubb Indemnity Ins. Co. Chubb National Ins Co Other Affiliates Premiums Receivable Other Assets TOTAL ADM ITTED ASSETS $ 123,1 47 3,769,695 5,964,508 245,498 1 979,194 12,082,042 422,405 361 ,723 185,044 194,379 124,046 1,659,933 3,519,415 $ 18,748,987 Outstanding Losses and Loss Expenses Reinsurance Payable on Losses and Expenses Uneamed Premiums Ceded Reinsurance Premiums Payable Othe, Liabilities TOTAL LIABILITIES Capital Stock Paid-In Surplus Unassigned Funds SURPLUS TO POLICYHOLDERS TOTAL LIABILITIES AND SURPLUS S 9,263,034 1 ,723,796 2,632,590 380,182 471 528 14 471130 20,980 2,711,474 1545403 4 277,857 S 18,748,987 Investments are valued In accordance with requirements of the National Association of Insurance Commissioners. At Oecamber 31 , 2022, investments with a canylng value of $512, H 7,632 were deposited with government au1horitles as required by law. STATE OF PENNSYLVANIA COUNTY OF PHILADELPHIA John Taylor, being duly swom, seys that he is Senior Vice President of Federal Insurance Co,,..iany and that to the best of his knowledge :- and belief the foregoing is a true and correct statement of the said Company's financial a>ndition as of the 31 st day of December, 2022. Sworn before me s f'\lf-£1 f u I 2.J)z:1 Commonwealth of Pennsylvania • Nota,y Seal J a i me L. Yates, Notary Public Phlladelphla County My-commission expires September 19, 2023 C-0mmlsslon number 1357070 Member, Pennsylvania Association of Notaries EXHIBIT B-2: PUBLI C PERFORMANCE BOND Bond No.107855599 / K41724742 Contract No. 23-8116 KNOW ALL MEN BY THESE PRESENTS: That Poole & Kent Company of Florida, 1781 N.W. North River Drive, Miami, FL 33125 , as Principal, and Travelers Casualty and Surety Company of America One Tower Square. Hartford. CT 06183 (Business Address) are Collier Count Board of Coun Commissioners as held Surety , located at and firmly as Obligee bound to in the sum of ($ 55,660,000 ) for the payment whereof we bond ourselves , our heirs, executors, personal representatives , suc cessors and assigns, jointly and severally. WHEREAS, Principal has entered into a contract dated as of the t \ 1--~ day of J J I -1 , 20 'Z. ~ , with Obligee for North County Water Reclamation Facil ity (NCWRF\ Pretreatment Facility in accordance with d rawings and specifications, which contract is incorporated by reference and made a part hereof, a nd is referred to herein as the Cont ract. THE CONDITION OF THIS BOND is that if Principal: 1. Performs the Contract at the times and in the manner prescribed in the Contract; and 2. Pays Obligee a ny a nd all losses, damages, costs and attorneys' fees that Obligee sustains because of any default by Principal under the Contract, including , but not limited to, all delay damages, whether liquidated o r actual, incurred by Obligee; and 3. Performs the guarantee of all work and materials furnished under the Contract for the time specified in the Contract, then this bond is void ; otherwise it remains in full force. Any changes in or under the Contract and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Sureties obligation under this Bond . The Surety, for va lue received , hereby stipulates and agrees that no changes, extensions of t ime, alterat ions o r additions to the terms of the Contract or other work to be pe rfo rmed hereunder, or t he specifications referred to therein shall in anywise affect its obl igations under this bond, and it does hereby waive notice of any such changes , extensions of time, alterations or additions to the terms of the Contract or to work o r to the specifications. This instrument shall be construed in al l respects as a common law bond . It is expressly understood that the time provisions and statute of limitations under Section 255.05 , Florida Statutes , shall not apply to this bond. In no event will the Surety be liable in the aggregate to Obligee for more than the penal sum of this Performance Bond reg a rd less of the number of suits that may be filed by Obligee. IN WITNE SS WHEREOF. the above parties have executed this instrument this~ day of June , 20 23 , the name of each party being affixed and t hese presents d uly signed by its u ndersigned representative, pursuant to authority of its governing body . 14 Construction Services Agreement: [2022_ ver.3) CAO Signed , sealed and delivered in th:?jt,JL'- D -<,--~ _,. PRINCIPAL David A. Strickland , Assistant Secretary Witnesses as to Principal NAME: Patrick H. Carr ITS: President & CEO ST A TE OF Florida -------- COUNTY OF .:....:M:..::ia.:....:m.:....:i-D:.::a:.:;de=-------- The foregoing instrument was acknowledged before me by means of til physical presence or □ online notarization , this J..11:!:-day of June , 201L_, by Patrick H. Carr as President & CEO of Poole & Kent Company of Florida a ' -'--'""=--"-..;;;..;;=---c-o-r-po_r_a-ti-o-n,-o-n behalf of the corporation. He/she is personally known to me OR has produced ____________________ as identification and did (did not) take an oath. My Commission Expires: February 1, 2025 a'.i~':i.~i/i(;... WENDY CAM PBELL ;c,_:· ~-,~ °: MY CO MMISSION # HH 062370 \~-~:•if EXP IRES: February 1, 2025 ··•,?:!:'::•~~~,.-Bonded Thru Notary Public Underwriters (AFFIX OFFICIAL SEAL} (Signature of Notary Public) Name: Wendy Campbell (Legibly Printed) Notary Public, State of: f I ovi' d..o.. Commission No.: AA 0lp2310 15 Construction Services Agreement (2022_ ver.3] CAO ATTEST: SURETY: Travelers Casualty and Surety Company of America & Federal Insurance Company NIA Witnesses as to Surety OR STATE OF New York ----------COUNTY OF _N __ a ___ ss ___ a'""u ______ _ (Printed Name) TR -One Tower Squ are, Hartford, CT 06183 FE -202B Hall's Mill Road Whitehouse Station, NJ 08889 (Business Address) NIA (Authorized Signature) N/A (Printed Name) As Attor in Fact (Attach ower of Attorney) Nelly Renchiwich , Attorney-in-Fact (Printed Name) Non-Resident Licen se #.W447916 Alliant Insurance Services, Inc. 333 Earle Ovington Blvd., Suite 700 _.._ Uniondale, NY 11553 (Business Address) (516) 414-8900 (Telephone Number) -- The foregoing instrument was acknowledged before me by means of □ physical presence or □ online notarization, this 16th day of June 202..L_, by _N_e...,lly,.,,__,R .... e_,nc ... h_iw,,,.i_c....,h ...--,----...--...,......,....-------· as Attorney-in-Fact of r=~n~!= ~ty Company of Amenca & a CT / IN corporation I on behalf of the corporation . He/she is personally known to me OR has produced _____________________ as identification and did (did not) take an oath . My Commission Expires: April 20, 2026 (AFFIX OFFICIAL SEAL) CAMILLE MAmAND Nalary Public-State of New~ No. 01 MA8008044 Qualffled In Nassau Counly Commlalon Expires April 20, 2029 (Signature of Notary Public) Camille Maitland (Legibly Printed) Notary Public, State of: New York Commission No.: 01MA6006044 16 ConstruC1ion Services Agreement: [2022_ver.3J CAO FLORIDA DEPARTMENT OF FINANCIAL SERVICES N ELLY RENCHIWICH License N umber: W447916 Non Resident Insurance License Issue Date 10/24/2017 • 0920 -NON RES GEN LINES (PROP & CAS) Please Note: NOTICE -This non-resident license is limited to the classes of insurance reflected above and is further limited to ONLY those classes of insurance for which you are licensed in your home state . A licensee may only 1ransact insurance with an ac1r,1e appo,ntment by an eligible insurer or employer. ff you are acting as a surplus hoes agent. pubhc adJus1er. or reinsurance intermediary manager /broker , you should have an appointment recorded 1n your own name on file with the Oepartmenl If you are unsure of your hcense status you should contact the Florida Department of Financial Serveces 1mmedialely. This l1eense will expire if more than 48 months elapse without an appointment for each class of insurance hsted If such ex:p1ration occurs, the ,ndivtdual will be required to re ~qualify as a f1rsHme applica.nt. If Lh1s license was ob1a1ned by passing a ticensure exarmnahon offered by the Flonda Oepartmenl of Financial Services, the ltcensee 1s required 10 comply wjth continuing education requirements contained m 626.2815 or 648 385 Florida Statutes A hcensee may track their cont,nuin9 education requirements compleled or needed ,n their MyProfile account at https I/dice fldfs com To validate the accuracy of this hcense you may review the 1nd1111dua1 license record under "Li-censee Search" on the Florida Department of F1nanc1al Services website at http-//www.MyFlor,daCFO com/D1v1s1on/Agents ~~s Chief Financia l Onicer State of Flor ida TRAVELER fr Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF ATTORNE Y KNOW ALL MEN BY T HESE PRESENTS : That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies;, and that the Companies do hereby make, constitute and appoint Nelly Re nchiwich of UNIONDALE , New York . their true and lawful Attomey(s)-in-Fact to sign, e.xecute , seal and acknowledge any and all bonds , recognizances , conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies In their business of guaranteeing the fidelity of persons , guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNES S WHE REOF, the Companies have caused this instrument to be signed , and their corporate seals to be hereto affixed, this 21 st day of April , 2021 . State of Connecticut City of Hartford ss . On this the 21st day of April, 2021 . before me personally appeared Robert L . Raney, who acknowledged himself to be the Senior Vice President of each of the Companies , and that he , as such , being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF , I hereunto set my hand and official sea l. My Commission expires the 30th day of June , 2026 Anna P. Nowik, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now In full force and effect, reading as follows : RESO LVED, that the Chairman , the President, any Vice Cha irman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secrelary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds , recognizances, contracts of indemnity , and other writings obligatory in the nature of a bond , recognizance , or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHE R RESOLVE D, that the Chairman , the President , any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company , prov ided that each such delegation is in writing and a copy thereof is filed In the office of the Secretary ; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity. or writing obligatory in the nature of a bond, recognizance , or condiUonal Ufldertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman . any Executive Vice President. any Senior Vice President or any Vice President, any Second Vice President , the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Ass istant Secretary ; or (b) duly executed (under seal , if requi red) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHE R RESOLVED, that the signature of each of the following officers: President, any Exerutive Vice President , any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary. and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys-in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or cert ificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimlle seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. i , Kevin E. Hughes, the undersigned , Assistant Secretary of each of the Companies, do hereby certify that the above .and foregoing is a true and correct copy of the Power of Attorney executed by said Compa nies. which remains in full force and effect. Dated this 2023 To verify the authenticity of this Power of Attorney, plea~ call us at :l. ·800-42:1.-3880. Please refer to the 11bove-1111m«1 Attomey(s)-ln-Fact and the d«:11//s of the bond to which this Powtlrof Attorney Is attached. BONDS STOCKS CASH AND INVESTED CASH OTHER INVESTED ASSETS ASSETS SECURITIES LENDING REINVESTED COLLATERAL ASSETS INVESTMENT INCOME DUE AND ACCRUED PREMIUM BALANCES REINSURANCE RECOVERABLE NET DEFERRED TAX ASSET TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA HARTFORD, CONNECTICUT 06183 FINANCIAL STATEMENT AS OF DECEMBER 31, 2022 CAPITAL STOCK $ 6,480,000 $ 4. 788,996.790 102,639,111 20,110,066 5,661,540 25,605,872 42,265,766 :!08,425,453 57,954,515 68,131,600 LIABl.lTIES & SURPLUS LOSSES LOSS ADJUSTMENT EXPENSES COMMISSIONS OTHER EXPENSES TAXES, LICENSES ANO FEES REINSURANCE PAYABLE ON PAID LOSSES ANO LOSS ADJ EXPENSES UNEARNED PREMIUMS ADVANCE PREMIUM POLICYHOLDER DIVIDENDS CURRENT FEDERAL AND FOREIGN INCOME TAXES RECOVERABLE AND INTEREST GUARANTY FUNDS RECEIVABLE OR ON DEPOSIT 3,250,316 1,059,482 14,866,600 CEDED RE INSURANCE NET PREMIUMS PAYABLE AMOUNTS WITHHELD/ RETAINED BY COMPANY FOR OTHERS REMITTANCES ANO ITEMS NOT ALLOCATED RECEIVABLE FROM PARENTS. SUBSIDIARIES ANO AFFILIATES OTHER ASSETS TOTAL ASSETS STATE OF CONNECTICUT COUNTY OF HARTFORD CITY OF HARTFORD )SS. 963,374 $ 5,440,130,469 PROVISION FOR REINSURANCE PAYABLE FOR SECURITIES LENDING RETROACTIVE REINSURANCE RESERVE ASSUMED OTHER ACCRUED EXPENSES AND LIABUTIES TOTAL LIABILITIES CAPITAL STOCK PAID IN SURPLUS OTHER SURPLUS TOTAL SURPLUS TO POLICYHOLDERS TOTAL UA81LITIES & SURPLUS MICHAEL J. DOODY, BEING DULY SWORN, SAYS THAT HE IS VICE PRESIDENT -FINANCE , OF TRAVELERS CASUAL TY ANO SURETY COMPANY OF AMERICA, ANO THAT TO THE BEST OF HIS KNOWLEDGE ANO BELIEF, THE FOREGOING IS A TRUE ANO CORRECT STATEMENT OF TI-IE FINANCIAL CONDITION OF SAID COMPANY AS OF THE 31ST DAY OF DECEMBER , 2022. SUBSCRIBED AND SWORN TO BEFORE ME THIS 17TH DAY OF MARCH, 2023 '-0 ..>.s ., ~ NOTARY Pll8LIC SUSAN M. WEISS LEDER Notary f11t,//c My Commlu/011 fi.<pires Novembu 30, 2027 $ 1,385,.257,132 133,864,803 55,456,724 49,033,047 16,807.425 (1,738.793) 1,394,161,189 3,680,400 1B,122,229 73,928,911 23,566.276 5,062,055 6,464,384 25,605,872 765,441 166,614 $ 3.190,685,707 $ 6,480,000 433,603,760 1.609, 161,022 $ 2,249,444,782 $ 5,440,130,489 .,,_ CHUBB Power of Attorney Federal Insurance Company I Vigilant Insurance Company I Pacific Indemnity Company Westchester Fire Insurance Company I ACE American I nsurance Company Know A ll by These Presents, that FEDERAL INSURANCE COMPANY, an Indiana corporation, V IGILANT INSURANCE COM PAN Y, a New York corporation, PACI FIC I NDEMNITY COMPANY, a Wisconsin corporation, WESTCH ESTER FI RE I NS URANCE COMPANY and ACE AMERICAN I NSU RANCE COMPANY corporations of the Commonwealth of Pen nsylvania, do each hereby constitute and appoint Ka t herine A costa, Thomas Bean, George 0. Brewste r, Desiree Cardlin, Colet te R. Chisholm, Dana Grani ce, Susan Lup s k i, Gerard S. M ac h olz, Camille M ait l a nd, Robert T. Pea rson, Nelly Rench iw ich, Vincen t A . Walsh, M i chelle Wannama k e r a n d Ian W i lliam s of u n io nda le, New York -------------------------------------------------------------------------------------------------------------------------------------------- each as their true and lawful Attorney-in-Fact to execute under such designation in their names and to affix their corporate seals to and deli ver for and on their behal f as surety thereon or otherwise, bonds and undertakings and other writings obligatory In the nature thereof (other than bail bonds) given or executed i n the course of busi ness, and any Instruments amending or altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obllgatloos. In Wi tness Wher eof, said FEDE RAL INSURANCE COMPANY, VI GILANT I NSURANCE COMPANY, PACIFIC I NDEMNITY COMPANY, WESTCH ESTE R FIRE INSURANCE COMPANY and A CE AM ERICAN I NSU RANCE COM PANY have each executed and attested these presents and affixed their corporate seals on this 7th day of March, 2023. CJ~'f~-~ ~."-\ ~ STATE OF NEW IERSEY County of Hunterdon ss. On this 7th day of March 2023 before me, a Notary Public of New Jersey, personally came Dawn M. Chloros and Stephen M. Haney, to me known to be Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIGIL.ANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE I NSURANCE COMPAN Y and ACE AMERICAN INSURANCE COMPANY, the companies which executed the foregoing Power of Attorney, and the said Dawn M. Chloros and Stephen M. Haney, being by me duly sworn, severally and each for herself and himself did depose and say that they are Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIG I LANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FI RE INSURANCE COMPANY and ACE AMERICAN INSURANCE CO MPANY and know the corporate seals thereof. that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of said Companies; and that their signatures as such officers w ere duly affixed and subscribed by like authority. Notarial Seal AJ-.eomw..i NOTARY PU8UC Of' N£W J81S£Y No5020236S Commluioft E,q,i,u Aucust 22.2027 CERT IFICATIO N Resolutions adopted by the Boards of Directors of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC I NDEMNITY COMPANY on August 30, 2016; WESTCHESTER FIRE INSURANCE COMPANY on December 11, 2006; and ACE AMERICAN INSURANCE COMPANY on March 20, 2009: ·RESOLVED, that the following authoritations relat.e to the execution, for and on behalf of the Company, of bonds, undertakings, recognb:ances. contracts and other written commitments of the Company entered into in the ordinary course of business (each a -Written Commtunent'1: (1) Each of th~ Chairman, the President and the Vice Prestdents or the Company ls hereby authorized to execute any Written Commibnent for and on behalrofthe Company, under the seal orLhc Comp.iny or olilcrwisc. (2) Each duly appointed attorney•ln•fact of the Company 1s hereby authorized to execute any Written Commitment for and on behalf of the Company, under the seal of the Compa_ny or otherwtse, to the extent thatsuch action Is authorh:ed by the grant of powers provided for In such person's written appointment as such attorney-In-fact. (3) Each of the Chairman, the President and the Vl:~ Presidents of theCompanylsherebyauthorize d.forandon behalfoflheCompany,toappointinwriting any person the attornt:y-ln· fact of the Company with full power and authority to execute, for and on behalf of the Co mpany, under the seal of the Company or otherwise, such Written Commitments of the Company as may be specified In such wrltteo appointment. which spt:dficatJon may be by general type or class of Written Commitments or by spedOcatlon of one or more particular Written Commitments. ( 4) Each of the-Chalrman, the President and the Vice Presidents of the Company is hereby authorized. for and on behalf of the Comp.a ny, to delegate in writing to any other off\c:er of I.he Company the authority to execute. for and on behalf of the Company. under the Company's seal or otherwlse. such Written Commitments-of the Company as are specified in such written delegation, which specification may be by general type or d~ or Written Commitments or by spedfkatfon of one or more part:lwlar Written Commitments. (5) The signature or any officer or other person executing any Written Commitment or appointment or delegation pursuant to this Re,solutlon, and the seal of the Company, may be affixed by facsimile on such Written Commitment or written appointment or delegation. FURTHER RESOLVED, th.at the foregoing Resolution shall not be deemed to be an exduslve statemenlofthe powers and authority of officers, employees and other persons to act for and on behalf of the Company, and such Resolutfon s hall not limit or otherwise affect the exercise of any such power or authority otherwise validly granted or vested." I, Dawn M. Chloros, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGIL.ANT INSURANCE COMPANY, PACIFI C INDEMNITY COMPANY, WESTCHEJ!TE'll F IRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY [the "Companies") do hereby certify that (i) the foregoing Resolutions adopted by the Board of Directors of the Companies are true, correct and in full force and effect, (ii) the foregoing Power of Attorney Is true, correct and In full force and effect Given under my hand and seals of said Companies at Whitehouse Station, NJ. this J l/ /.,; I 1 /-"' , 2023 IN TllE EVENT YOU WISH TO VER IFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER. PLEASE CO NTACT US AT: Tele hone 908 903-3493 Fax 908 903-3656 e-mail: sure chubb.com Combined: FED-VIG.PI-WFIC-AAIC (rev. 11-19) FEDERAL INSURANCE COMPANY STATEMENT OF ASSETS, LIABILITIES AND SURPLUS TO POLICYHOLDERS Statutory Basis December 31, 2022 (in thousands) ASSETS LIABILITIES AND SURPLUS TO POLICYHOLDERS Cash and Short Term Investments United States Government, State and Municipal Bonds Other Bonds Stocks Other Invested Assets TOTAL INVESTMENTS Investments in Affiliates Great Northern Ins. Co. VIQilant Ins. Co Chubb Indemnity Ins. Co. Chubb National Ins. Co Other Affiliates Premiums Receiva ble Othar Assets TOTAL ADMITTED ASSETS $ 123,1 47 3.769,695 5,964,506 245,498 1 979 194 12,082.042 422,405 361,723 185,044 194,379 124,046 1,859,933 3,518,415 $ 18,748,987 Outstanding Losses and Loss Expenses Reinsurance Payable on Losses and Expenses Unearned Premiums Ceded Reinsurance Premiums Payable Other Liabilities TOTAL LIABILITIES Capital Stock Paid-In Surplus Unassigned Fun.:19 SURPLUS TO POLICYHOLDERS TOTAL LIABILITIES AND SURPLUS S 8,263,034 1,723,796 2,632,580 380,182 471 528 14,471.130 20,980 2,711 ,474 1545403 4 ,277,857 $18,748,987 Investments are valued in accordance with requirements of the National Association of Insurance Commissioners. At December 31 , 202:., investments with a canylng value of $512,747,632 were deposited with government authorities as required by law. STATE OF PENNSYLVAN IA COUNTY OF PH ILADELPHIA John Taylor, being duly sworn, says that he is Senior Vice President of Federal Insurance Company and that to the best of his knowledge and belief the foregoing is a true and correct statement of the said Company's financial condition as of the 31st day of December, 2022. Sworn before me s /1lf'U) I lf , 'lpz:1 Commonwealth of Pennsylvania • Notary Seal Jaime L. Yates, Notary Public Philadelphia County My-commission expires Septemb!lr 19, 2023 Commission number 1357070 Member, Pennsylvania Association of Notaries EXHIBIT B-3: INSURANCE REQUIREMENTS The Contractor shall at its own expense, carry and maintain insurance coverage from responsible companies duly authorized to do business in the State of Florida as set forth in EXHIBIT B of this solic itat ion . The Contractor shall procure and maintain property insurance upon the entire project , if required , to the full insura ble value of the scope of work. The County and the Contractor waive against each other and the County's separate Contractors, Design Consultant, Subcontractors , agents and employees of each and all of them , all damages covered by property insurance provided herein , except such rig hts as they may have to the proceeds of such insurance. The Contractor and County shall, where appropriate , requ ire similar waivers of subrogation from the County's separate Contractors , Design Consultants and Subcontractors and shall require each of them to include similar waivers in their contracts. Collier County shall be responsible for purchasing and maintaining its own liabi lity insurance. Certificates issued as a result of the award of this solicitation must identify "For any and all work performed on behalf of Collier County", or, the specific solicitation number/contract number and title. The General Liability Policy provided by Contractor to meet the requirements of th is solicitation shall name Collier County , Florida , as an additional insured as to the operations of Contractor under this solicitation and shall contain a severability of interests provisions . The Certificate Holder shall be named as Collier County Board of County Commissioners , OR , Board of County Commissioners in Collier County , OR Collier County Government, OR Collier County. The Certificates of Insurance must state the Contract Number , or Project Number, or specific Project description , or must read: For any and all work performed on behalf of Collier County. The amounts and types of insu rance coverage shall conform to the minimum requirements set forth in EXHIBIT B with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. If Contractor has any self-insured retentions or deductibles under any of the below listed minimum required coverage, Contractor must identify on the Certificate of Insurance the nature and amount of such self-insured retentions or deductibles and provide satisfactory evidence of financ ial responsibility for such obligations . All self-insured retentions or deductibles will be Contractor's sole responsi bility . Coverage(s) shall be maintained without interruption from the date of commencement of t he Work until the date of completion and acceptance of the scope of work by the County or as specified in this solicitation , whichever is longer. The Contractor and/or its insurance carrier shall provide thirty (30) days written notice to the County of pol icy cancellation or non-renewal on the part of the insurance carrier or the Contractor. The Contractor shall also notify the County , in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration , cancellation , non -renewal or material change in coverage or limits rece ived by Contractor from its insurer and nothing contained herein shall relieve Contractor of this requirement to provide notice. In the event of a reduction in the aggregate limit of any policy to be provided by Contractor hereunder, Contractor shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy. Should at any time the Contractor not ma intain the insurance coverage(s) required herein, the County may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverage(s) and charge the Contractor for such coverage(s) purchased . If Contractor fails t o reimburse the County for such costs within thirty (30) days after demand, the County has the right to offset these costs from any amount due 17 Construction Services Agreement: (2022_ver.3] CAO Contractor under this Agreement or any other agreement between the County and Contractor. The County shall be under no obligation to purchase such insurance , nor shall it be responsible for the coverage(s) purchased or the insurance company or companies used . The decision of the County to purchase such insurance coverage(s) shall in no way be construed to be a waiver of any of its rights under the Contract Documents. If the initial or any subsequently issued Certificate of Insurance expire$ prior to the complet ion of the scope of work, the Contractor shall furnish to the County renewal or replacement Certificate(s) of Insurance not later than ten (10) calendar days after the expiration date on the certificate. Failure of the Contractor to provide the County with such renewal certificate(s) shall be considered justification for t he County to terminate any and all contracts. 18 Construction Services Agreement: [2022_ver.3] CAO EXHIBIT C: RELEASE AND AFFIDAVIT FORM COUNTY OF (COLLIER) STATE OF (FLORIDA) Before me , the undersigned authority, persona lly appeared ___________________ who after being duly sworn , deposes and says: (1) In accordance with the Contract Documents and in consideration of $ _________ to be received , _________________ ("Contractor'') releases and waives for itself and it's subcontractors, mater ial- men , successors and assigns, all cla i ms demands , damages , costs and expenses, whether in contract or in tort, against the Board of County Commissioners of Collier County, Florida, relating in any way to the performance of the Agreement between Contractor and Owner, dated ________ ,20__ for the period from ________ to __________ . This partial waiver and release is conditioned upon payment of the consideration described above . It is not effective until said payment is received in paid funds . (2) Contractor certifies for itself and its subcontractors, material-men , successors and assigns , that all charges for labor, materials, supplies , lands , licenses and other expenses for which Owner might be sued or for which a lien or a demand against any payment bond might be filed, shall be fully satisfied and paid upon Owner's payment to Contractor. (3) Contractor agrees to indemnify , defend and save harmless Owner from all demands or suits , actions , claims of liens or other charges filed or asserted against the Owner arising out of the performance by Contractor of the Work covered by this Release and Affidavit. (4) This Re lease and Affidavit is given in connection with Contractor's [monthly/final] Application fo r Payment No. __ . Witness Witness STATE OF COUNTY OF CONTRACTOR BY: ___________ _ ITS : ____________ President DATE: [Corporate Seal] The foregoing instrument was acknowledged before me by means of D phys ical presence or D online notar ization , this day of ________ 20 __ , by __________________ as _____________ of ______________ , a __________ corporation , on beha lf of the corporation . He/she is personall y known to me OR has produced _____________________ as identification and did (d id not) take an oath . My Commission Expires : (AFF IX OFF ICIAL SEAL) (Signature of Notary Public) NAME : ___________ _ (Legibly Printed) Notary Public, State of _________ _ Commissioner No.: __________ _ 19 Construction Services Agreement: [2022_ver.3) CAO EXHIBIT D FORM OF CONTRACT APPLICATION FOR PAYMENT Collier Countv Board of County Commissioners (the OWNERI or Collier Countv Water-Sewer Owner's Project Bid No. Manaaer's Name: Proiect No. Countv's Division Name Purchase Order No. Submitted by Contractor Appli cation Date: Representative: Name Contractor's Name & Payment Application No. Address: Oriainal Contract T ime: Oriainal Contract Price: $ Revised Contract Time: Total ChanQe Orders to Date: $ Revised Contract Amount: $ Total Value of Work Completed & $ Stored to Date: Retainage @5% through $ Retainage @ 5% through [Insert $ [Insert Datel datel Retainage @ __ % $ Less Retainage $ after flnsert date] Total Earned Less Retainaae $ Less Previous pavment(s) Percent Work Completed % AMOUNT DUE THIS $ to Date: APPLICATION: Percent Contract Time % Completed to Date: Liquidated Damages to $ Remaining Contract Balance $ Be Accrued ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION CONTRACTOR 'S CERTIFICATION : The undersigned CONTRACTOR certifies that: ( 1) all previous progress payments received from OWN ER on account of Wo rk done under the Contract referred to above have been appl ied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications fo r Payment numbered 1 through __ inclusive; (2 ) title to all ma teria ls and equ ipment incorpo rated in sa id Work or otherwise listed in or covered by this Application for Payment wil l pass to OWNER at time of payment free and clear of all li ens, cla ims, security interests and encumbrances (except such as covered by Bond acceptable to OWNER); (3) all amounts have been pa id for work which previous payments were issued and received from the OWNER and that current payment is now due; and (4) CONTRACTOR has only included amounts in this Application for Payment properly due and owing and CONTRACTOR has not included within the above referenced amount any cla ims for unauthorized or changed Work that has not been properly approved by Owner in writing and in advance of such Work. Contractor's Name Contractor's Signature: Date: I Type Title : Shall be signed by an authorized reoresentalive of the Contractor. P avment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended bv: Design Professional's Name: Signature : Date: I 0 avment to the CONTRACTOR fo r the above AMOUNT DUE THIS APPLI CATION is recommended bv: Owner's Project Manager 'lame: Signature: Date: I 20 Construction Services Agreement: [2022_ver.3] CAO EXHIBIT D (Continued) SCHEDULE OF VALUES Project Name: Project Number: Date: Period To: ITEM DESCRIPTION SCHEIXJLEll WORK COMPLETED STORB) TOTAL PERCelT BALANCE 5o/, _¾ TOTAL NUMBER VALUE MATmlAI.S COMPLETB COMPLETE TORNISH RETAINAGE RETAINAGE RETAINAGE PREVIOUS APPLICATIONS THIS & STORED (rl'Olfcedr•le) Wln+IELD THRUDATE SINCE DATE PERIOD TO DATE TOTALS • Explanat ion for the two columns u nder Previous Appli cations: The Thru Date Is where you will place all inlormation until the cont ract is complete unless a release or reduction of retainage i ssue comes into play. If this happens, all information up to the date of the % change in retai nage is p laced in t he Thru Date column. Information after t hat date is placed in t he Since Date column. This states what has happened since t he cha nge in retain age. 21 Construction Services Agreement: (2022_ver.3] CAO Date Exhibit D (Continued) Description Suoolier Stored Materials Record A B Invoice Previously Received Number Received This Period Formula· A + B -C -D = E C D E Balance Previously In sta ll ed To Installed This Period Install 22 Construction Services Agreement: [2 022_ver.3] CAO EXHIBIT E: CHANGE ORDER C~erCounty --------------0 Contract Modification D Work Order Modification Contract#: I I Change #:j I Purchase Order#: LI _________ __, Contractor/Firm Name: Contract/Project: Procurement Services Change Order Form Project#: L[ _____ _, Project Manager Name:._ _____________ _, Division Name:'--------------------' Original Contract/Work Order Amount -------~ _______ Original sec Approval Date; Agenda Item # Current SCC Approwd Amount Last sec Approval Date; Agenda Item# Current Contract/Work Order Amount ________ ~-----~ SAP Contract Expirat i on D ate (Master) Dollar Amount of this Change I #DIVIOTI Total Change from Original Amount Rel.ised Contract/Work Order Total I $ 0.001 f #DIVIOTI Change from Current BCC Approwd Amount Cumulati..e Chances I $ 0 .00I I #DIVIOTI Chanae from Current Amount Completion Date, Description of the Task(s) Change, and Rationale for the Change Notice to Proceed I I Original I I Last Approved I I Revised Date Date ~-====:::;-' Completion Date '-------'· Date 1... ------' (lndudes tr;s change) # of Days Added I I Select Tasks D Add new task(s) 0 Delete task(s) 0 Change task(s) 0 Other Provide a response to the following: 1.) detailed and specific explanation/rationale of the requested change(s) to the task(s) and/ or the additional days added (If requested); 2.) why this change was not Included in the original contract; and, 3.) describe the Impact if this change is not processed. Attach additional information from the Design Professional and/or Contractor if needed. Prepared by:---,--,.,....--,.,....------,--,--,------------------- (Project Manager Name and Division) Date: ______ _ Acceptance of t his Change Order shall constitute a modification to contract / work order identified above and will be subject to all the same terms and conditions as contained in t he contract / work order indicated above, as ful ly as if the same were stated in thi s acceptance. The adjustme nt , if any, to the Contract shall constitute a full and final settlement of any and all claims of the Contractor/ Vendor I Consultant I Design Profes sional arising ou1 of or related to the change set forth herein, i ncluding claims for impact and delay costs. Accepted by:---------------------------~----Date: ______ _ (Contractor I Vendor I Consultant I Design Professional and Name of Firm, if project appl icable) Accepted by :-------------------------------- (Design Professional and Name of Firm. if project applicable) Approved by: _______________________________ _ (Division Director or Designee) Approved by :-------------------------------- (P rocurement Professional) Date: ______ _ Date: ______ _ Date: ______ _ ~IJR:i:Wf.Hf U U! l)~I"' A.Mir, V,.{;f; f ~c rt 23 Construction Services Agreement: (2022_ver.3] CAO CO# AMO# Description Rev1,td O I 14,'.!0.:1 Change O rde r/Amendment Summar[ COST TIME Additive Deductive Days l+l (-l Added New Justification Amount F-!IOCUREflEIIT </IE 01<. Y BCCEl 24 Constructi on Services Agreement: (2022_ver.3] CAO EXHIBIT F : CERTIFICATE OF SUBSTANTIAL COMPLETION OWNER'S Project No. _____ _ Design Professional's Project No. _____ _ PROJECT: CONTRACTOR: ____________________________ _ Contract For Contract Date This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the followi ng specified parts thereof: To And To OWNER Substantial Completion is the state in the progress of the Work when the Work (or designated portion) is sufficiently complete in accordance with the Contract Docume nts so that the Owner can occupy or utilize the Work for its inten ded use . The Work to which this Certificate applies has been inspected by authorized representatives of OWNER , CONTRACTOR AND DESIGN PROFESSIONAL, and that Work is hereby declared to be substantially complete in accordance w ith the requirements of the Contract Documents on: DATE OF SUBSTANTIAL COMPLETION A tentative list of items to be completed or corrected is attached hereto. This list may not be all-inclusive, and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents. The items in the tentative list shall be completed or corrected by CONTRACTOR within ____ days of the above date of Substantial Completion. The responsibilities between OWNER and CONTRACTOR for security , operation , safety, maintenance , heat, util ities, insurance and warranties shall be as follows : RESPONSI Bl LITI ES: 25 Construction Services Agreement: (2022_ver.3] CAO OWNER: CONTRACTOR ________________________ _ The following documents are attached to and made a part of this Certificate: This certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of CONTRACTOR'S obligation to complete the Work in accordance with the Contract Documents. Executed by Design Professional on ___________ ,20 __ Design Professional By: _______________ _ Type Name and Title CONTRACTOR accepts this Certificate of Substantial Completion on __________ , 20 __ CONTRACTOR By: Type Name and Title OWNER accepts this Certificate of Substantia l Completion on __________ , 20 __ OWNER By: Type Name and Title 26 Construction Services Agreement: [2022_ver.3) CAO EXHIBIT G: FINAL PAYMENT CHECKLIST Bid No.: ______ Project No .: ____ PO No.: ___________ Date: ___ _ Contractor:--,-------------------------------- The following items have been secured by the ____________________ _ for the Project known as ___________________________ _ and have been reviewed and found to comply with the requirements of the Contract Documents. Orig inal Contract Amount: ________ Final Contract Amount: _____ _ Commencement Date: Substantial Comp letion Time as set forth in the Agreeme nt: _____ Calenda r Days . Actual Date of Substantial Completion: ___ _ Final Completion Time as set forth in the Agreement: _____ Ca lendar Days. Actual Final Completion Date: ___ _ YES NO 1. All Punch List items completed on ____________ _ 2. Warranties and Guaran tees assigned to Owner (attach to this form). 3. Effective date of General one-year warranty from Contractor is: 4. 2 copies of Operation and Maintenance manuals for equipment and system submitted (list manuals in attachment to this form ). 5. As-Built drawings obtained and dated: ___ _ 6. Owner personnel trained on system and equipment operation. 7. Certificate of Occupancy No.: ______________ _ issued on _____________ (attach to this form). 8. Certificate of Substantial Completion issued on _______ _ 9. Final Payment Application and Affidavits received from Contractor on: 10. Consent of Surety rece ived on _____________ _ 11. Operating Department personnel notified Project is in operating phase. 12 . All Spare Parts or Specia l Tools provided to Owner: ______ _ 13. Finished Floor Elevation Certificate provided to Owner: _____ _ 14. Other: If any of the above is not applicable, indicate by N/A. If NO is checked for any of the above, attach explanation. Acknowledgments: By Contractor: By Des ign Professional: By Owner: ______________________ (Company Name) ______________________ (Signature) _____________________ (Typed Name & Title) ______________________ (F irm Name) _______________________ (Signature) _____________________ (Typed Name & Title) ______________________ (Department Name) ______________________ (Signature) _____________________ (Name & Title) 27 Construction Services Agreement: [2022_ver.3] CAO EXHIBIT H: GENERAL TERMS AND CONDITIONS 1. INTENT OF CONTRACT DOCUMENTS. 1.1 It is the intent of the Contract Documents to describe a functionally complete Project (or portion thereof) to be constructed in accordance with the Contract Documents. Any work, materials or equipment that may reasonably be inferred from the Contract Documents as being required to produce the intended result shall be supplied whether or not specifically called for. When words which have a well-known technical or trade meaning are used to describe work, materials or equipment, such words shall be interpreted in accordance with that meaning. Reference to standard specifications , manuals or codes of any technical society, organization or association or to the laws or regulations of any governmental authority having jurisdiction over the Project , whether such reference be specific or by implication , shall mean the latest standard specification , manual , code, law or regulation in effect at the time the Work is performed , except as may be otherwise specifically stated herein . 1.2 If before or during the performance of the Work Contractor discovers a conflict, error or discrepancy in the Contract Documents, Contractor immediately shall report same to the Project Manager in writing and before proceeding with the Work affected thereby shall obtain a written interpretation or clarification from the Project Manager; said interpretation or clarification from the Project Manager may require Contractor to consult directly with Design Professional or some other third party, as directed by Project Manager. Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to Contractor with the Contract Documents before commencing any portion of the Work. 1.3 Drawings are intended to show general arrangements, design and extent of Work and are not intended to serve as shop drawings. Specifications are separated into divisions for convenience of reference only and shall not be interpreted as establishing divisions for the Work, trades, subcontracts, or extent of any part of the Work. In the event of a discrepancy between or among the drawings, specifications or other Contract Document provisions , Contractor shall be required to comply with the provision which is the more restrictive or stringent requirement upon the Contractor, as determined by the Project Manager. Unless otherwise specifically mentioned , all anchors , bolts, screws , fittings , fillers , hardware , accessories , trim and other parts required in connection with any portion of the Work to make a complete , serviceable, finished and first quality installation shall be furnished and installed as part of t he Work , whether or not called for by the Contract Documents. 2. INVESTIGATION AND UTILITIES. 2.1 Subject to Section 2.3 below, Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work and the general and local conditions, and particularly , but without limitation , with respect to the following: those affecting transportation, access, disposal, handling and storage of materials ; availability and quality of labor; water and electric power; availability and condition of roads; work area ; living facilities; climatic cond itions and seasons; physical conditions at the work-site and the project area as a whole; topography and ground surface conditions; nature and quantity of the surface materials to be encountered; subsurface conditions ; equipment and facilities needed preliminary to and during performance of the Work; and all other costs associated with such performance . The failure of Contractor to acquaint itself with any applicable conditions shall not relieve Contractor from any of its responsibi lities to perfo rm under the Contract Documents, nor shall it be considered the basis for any claim for additional time or compensation . 28 Construction Services Agreement: [2022_ver.3] CAO 2.2 Contractor shall locate all existing roadways, railways , drainage facilities and utility services above, upon, or under the Project site , said roadways, railways , drainage facilities and utilities being referred to in this Sub-Section 2.2 as the "Utili t ies". Contractor shall contact the owners of all Utilities to determine the necessity for relocating or temporarily interrupting any Uti lities during the construction of the Project. Contractor shall schedule and coordinate its Work around any such relocation or temporary service interruption . Contractor shall be responsible for properly shori ng , supporting and protecting all Utilities at all t imes during the course of the Work. The Contractor is respons ible for coordinating all other utility work so as to not interfere with the prosecution of t he Work (except those utilities to be coordinated by the Owner as may be expressly described elsewhere in the Contract Documents). 2.3 Notwithstanding anything in the Contract Documents to the contrary, if conditions are encountered at the Project site which are (i) subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents or (ii) unknown physical conditions of an unusual nature , which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents , and which reasonably should not have been discovered by Contractor as part of its scope of site investigative services requ ired pursuant to the terms of the Contract Documents, then Contractor shall provide Owner with prompt written notice thereof before conditions are disturbed and in no event later t han three (3) calendar days after first observance of such conditio ns. Owner and Design Professional shall promptly investigate such conditions and , if they differ materially and cause an increase or decrease in Contractor's cost of, or time required fo r, performance of any part of the Work , Owner will acknowledge and agree to an equitable adjustment to Contractor's compensation or time for performance , or both , for such Work . If Owner determines that the conditions at the site are not materially different from those indicated in the Contract Documents or not of an unusual nat ure or should have been discovered by Contractor as part of its i nvestigative services , and that no change in the terms of the Agreement is justified , Owner shall so notify Contractor i_n writing , stating its reasons. Claims by Contractor in opposition to such determination by Owner must be made within seven (7 ) calendar days after Contractor's receipt of Owner's written determination notice . If Owner and Contractor cannot agree on an adjustment to Contractor's cost or t ime of performance , the dispute resolu t ion procedure set forth in the Con t ract Documents shall be complied with by the parties. 3 . SCHEDULE . 3.1 The Contractor, within ten (10) calendar days after receipt of the Notice of Award , shall prepare and submit to Project Manager, for their rev iew and approval , a progress schedule for the Project (herein "Progress Schedule"). The Progress Schedule shall relate to all Work required by the Contract Documents , and shall utilize the Cri tical Pat h method of scheduling and shall prov ide for expeditious and practicable execution of the Work within the Contract Time. The Progress Schedule shall indicate the dates fo r starting and complet ing the various stages of the Work . 3.2 The Progress Schedule shall be updated monthly by the Contracto r. All monthly updates to the Progress Schedule shall be subject to the Proj ect Manager's rev iew and approval. Contractor shall submit the updates to the Progress Schedu le wi t h its monthly Appl ications for Payment noted below. The Project Manager's review and approval of the submitted Progress Schedule updates shall be a cond ition precedent to the Owner's obligation to pay Contractor. 3.3 All work under this Agreement shall be performed in accordance with the requirements of all Collier County Noise Ordinances then in effect. Un less otherwise specified , work will generally be 29 C onstruction Services Agreement: (2022_ver .3] CAO limited to the hours of 7 a.m. to 7 p.m., Monday through Saturday . No work shall be performed outside the specified hours without the pr ior approval of the Project Manager. 4 . PROGRESS PA YMENTS. 4.1 Prior to submitting its first monthly Application for Payment, Contractor shall submit to Project Manager, for their review and approval , a schedule of values based upon the Contract Price, listing the major elements of the Work and the dollar value for each element. After its approval by the Project Manager, this schedule of values shall be used as the basis for the Contractor's monthly Applications for Payment. T his schedule shall be updated and submitted each month along w ith a completed copy of the Application for Payment form signed by the Contractor's authorized representative and attached to the Agreement as Exhibit D. 4.2 Pr ior to submitting its first mon t hly Application for Payment, Contractor shall provide to the Project Manager the list of its Subcontractors and materialmen submitted with its Bid showing the work and materials involved and the dollar amount of each subcontract and purchase order. Contractor acknowledges and agrees that any modifications to the list of Subcontractors submitted with Contractor's Bid and any subsequently identified Subcontractors are subject to Owner's prior written approval. T he first Application for Payment shall be submitted no earlier than thirty (30) days after the Commencement Date. Notwithstanding anything herein to the contrary , if approved by Owner in its sole discretion , Contractor may submit its invoice for any requ ired Payment and Performance Bonds prior to the first Application of Payment provided that Contractor has furnished Owner certified copies of the receipts evidencing the premium paid by Contractor fo r the bonds. 4.3 Unless expressly approved by Owner in advance and in writing , said approval at Owner's sole discretion , Owner is not required to make any payment for mater ials or equipment that have not been incorporated into the Project. If payment is requested on the basis of materials and equipment not incorporated into the Project , but delivered and suitably stored at the site or at another location , and such payment and storage have been agreed to by Owner in writing , the Application for Payment also shall be accompanied by a bill of sale , invoice or other documentation warranting that the Owner has received the materials and equipment free and clear of all liens, charges, security in terests and encumbrances , together with evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect Owner's interest therein, all of which shall be subject to the Owner's satisfaction. Thereafter, with each Application for Payment, Con t ractor also shall complete and submit to Owner as part of its Application for Payment, the Stored Materials Record attached hereto and made a part hereof as Exhibit D. 4.4 Contractor shall submit its monthly Application for Payment to the Project Manager or his or her designee, as directed by Owner (which designee may include the Design Professional}. After the date of each Application for Payment is stamped as rece ived and within the timeframes set forth in Section 218.735 F.S., the Project Manager, or Design Professional, shall either: (1) Indicate its approval of the requested payment; (2) indicate its approval of only a portion of the requested payment, stating in writing its reasons therefore; or (3) return the Application for Payment to the Contractor indicating , in writing, the reason for refusing to approve payment. Payments of proper invoices in the amounts approved shall be processed and paid in accordance with Section 218.735, F.S. and the administrative procedures establ ished by the County's Procurement Services Division and the Clerk of Court's Finance Department respectively. 4.5 In t he event of a total denial by Owner and return of the Application for Payment by the Project Manager, the Contractor may make t he necessary corrections and re-submit the Application for Payment. The Owner shall , within ten (10) business days after the Application for Payment is 30 Construction Services Agreement: [2022_ver.3] CAO stamped and received and after Project Manager a pproval of an Application for Payment , pay the Contractor the amounts so approved. 4.6 Owner shall withhold retainage on the gross amount of each monthly progress payment in the amount of five percent (5%), as permitted by Section 255.078 , Florida Statutes. The foregoing does not prohibit Owner from withholding reta inage at a rate less than five percent (5%) of each mont hly progress ·payment as otherwise allowable under Section 255.078 , Flo rida Statutes . Any reduction in retainage below the maximum amount set forth in Section 255.078 , Florida Statutes, shall be at the sole discretion of the Owner. Such reta inage shall be accumulated and not released to Contractor until final payment is due unless otherwise agreed to by the Owner in accordance with Florida Statute 255.078. Any interest earned on retainage shall accrue to the benefit of the Owner. 4.7 Monthly payments to Contractor shall in no way imply approval or acceptance of Contractor's Work. 4.8 Each Application for Payment, subsequent to the first pay application , shall be accompanied by a Release and Affidavit, in t he form attached as Exhibit C, acknowledging Contractor's receipt of payment in full for all materials , labor, equipment and other bills that are then due and payable by Owner with respect to the current Application for Payment. Further, to the extent d irected by Owner and in Owner's sole discretion, Contractor shall also submit a Re lease and Affidavit from each Subcontractor, sub-subcontractor, or supplier in the form attached as Exhibit C acknowledging that each Subcontractor, sub-subcontractor or supplier has been paid in full through t he previous month's Application for Payment. The Owner shall not be required to make payment unti l and unless these affidavits are furnis hed by Contractor. 4.9 Contractor agrees and understands that fu nding limitations exist and that the expenditure of funds must be spread over the duration of the Project at regular intervals based on the Contract Amount and Progress Schedule. Accordingly, prior to submitting its first month ly Application for Payment , Contractor shall prepare and submit for Project Manager's review and approval , a detailed Proj ect Funding Schedule , which shall be updated as necessary and approved by Owner to reflect approved adjustments to the Contract Amount and Contract Time. No voluntary acceleration or early completion of the Work shall modify the time of payments to Con t ractor as set forth in the approved Project Funding Schedule . • 4.10 Notwithstanding anything in t he Con t ract Documents to t he contrary , Contractor acknowledges and agrees that in the event of a dispute concerning payments for Work performed under this Agreement, Contractor shall continue to perform the Work required of it under this Agreement pend ing resolution of the dispute provided that Owner continues to pay Contractor all amounts that Owner does not dispute are due and payable. 4 .11 Payments will be made for services furnished , delivered , and accepted , upon rece ipt and approval of invoices submitted on the date of services or within six (6) months after completion of contract. Any untimely submission of invoices beyond the spec ified deadline period is subject to non- payment under the legal doctrine of "!aches" as untimely submitted. T ime shall be deemed of the essence with respect to the t imely submission of invoices under this agreement. 4.12 The Cou nty may, at its discretion , use VISNMASTER card cred it network as a payment vehicle for goods and/or services purchased as a part of this contract. The County may not accept any additional surcharges (credit card transaction fees) as a result of using the County's credit card for transactions re lating to this solicitation 3 1 Constru ction Services Agreement: [2022_ver.3] CAO 5. PAY MENTS WITHHELD . 5.1 The Project Manager may decline to approve any Application for Payment, or portions thereof, because of subsequently discovered evidence or subsequent inspections that reveal non- compliance with the Contract Documents. The Project Manager may nullify the whole or a ny part of any approval for payment previously issued and Owner may withhold any payments otherwise due Contractor under this Agreement or any other agreement between Owner and Contractor, to such extent as may be necessary in the Owner's op inion to protect it from loss because of: (a) Defective Work not remedied ; (b) third party claims filed or reasonable evidence indicating probable filing of such claims; (c) failure of Contractor to make payment properly to subcontractors o r for labor, materials or equ ipment; (d) reasonable doubt that the Work can be completed fo r the unpaid ba,lance of the Contract Amount ; (e) reasonable indication that the Work will not be completed within the Contract Time ; (f) unsatisfactory prosecution of the Work by the Contractor; or (g) any other material breach of the Contract Documents by Contractor. 5.2 If any conditions described in 5.1. are not remedied or removed , Owner may , after t hree (3) days written notice , rectify the same at Contractor's expense . Provided however, in the event of an emergency , Owner shall not be required to provide Contractor any written notice prior to rectifying the situation at Contractor's expense. Owner also may offset against any sums due Contractor the amount of any liquidated or non -liquidated obligations of Contractor to Owner, whether relating to or arising out of th is Agreement or any other agreement between Contractor and Owner. 5.3 In instances where the successful contractor may owe debts (including, but not limited to taxes or other fees) to Collier County and the contractor has not satisfied nor made arrangement to satisfy these debts, the County reserves the right to off-set the amount owed to the County by app lying the amount owed to the vendor or contractor for services performed of for materials delivered in association with a contract. 5.4 If a subcontractor is a related entity to the Contractor, then the Contractor shall not mark-up the subcontractor's fees . A related entity shall be defined as any Parent or Subsidiary of the Company and any business, corporation , partnership , limited liability company or other entity in which the Company or a Parent or a Subsidiary of the Company holds any ownership interest , directly or indirectly . 6. FINAL PAYMENT. 6.1 Owner shall make final payment to Contractor in accordance with Sect ion 218 .735 , F.S . and the administrative procedures established by the County's Procurement Services Division and the Clerk of Court's Finance Department after the Work is finally inspected and accepted by Project Manager as set forth with Section 20.1 herein, provided that Contractor first, and as an explicit condition precedent to the accrual of Contractor's right to final payment, shall have furn ished Owner with a properly executed and notarized copy of the Release and Affidavit attached as Exhibit C , as well as, a duly executed copy of the Surety's consent to final payment and such oth er documentation that may be requi red by the Contract Documents and the Owner. Prior to release of final payment and final retainage , the Contractor's Representative and the Project Manager shall jointly complete the Final Payment Checklist, a representative copy of which is attached to this Agreement as Exh ibi t G. 6.2 Contractor's acceptance of final payment shall constitute a full waiver of any and all claims by Contractor aga inst Owner arising out of this Agreement or otherwise relating to the Project , except 32 Construction Services Agreement: [2022_ver.3) CAO those previously made in writing in accordance with t he requirements of the Contract Documents and identified by Contractor as unsettled in its final Application for Payment. Neither the acceptance of the Work nor payment by Owner shall be deemed to be a waiver of Owner's right to enforce any obligations of Contractor hereunder or to the recovery of damages fo r defective Work not discovered by the Design Professional or Project Manager at the t ime of final inspect ion . 7 . SUBMITTAL$ AND SUBSTITUTIONS. 7.1 Contractor shall carefull y examine the Contract Documents for all requirements for approval of materials to be submitted such as shop drawings, data, test results , schedules and samples. Contractor shall submit all such materials at its own expense and in such form as required by the Contract Documents in sufficient time to prevent any delay in the delivery of such materials and the installation thereof. 7.2 Whenever materials or equipment are specified or descri bed in the Contract Documents by using the name of a proprietary item or the name of a particular supplier, the naming of the item is intended to establish the type , function and quality re quired. Unless the name is followed by words indicating that no substitution is permitted , materials or equipment of other suppliers may be accepted by Owner if sufficient information is submitted by Contractor to allow the Owner to determine that the material or equipment proposed is equivalent or equal to that named . Requests fo r review of substitute items of material and equipment will not be accepted by Owner from anyone other than Contractor and all such requests must be submitted by Contractor to Project Manager within th irty (30) calenda r days after Notice of Award is received by Contractor, unless otherwise mutually agreed in writing by Owner and Contractor. 7.3 If Contractor wishes to furnis h or use a substitute item of material or equipment , Cont racto r shall make application to the Project Manager for acceptance thereof, certifying that the proposed substitute shall adequately perform the functions and achieve the results called for by the general design, be similar and of equal substance to that specified and be su ited to the same use as that specified . The application shall state that the evaluation and acceptance of the proposed substitute will not prejudice Contractor's achievement of substantial completion on time , whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for the Project) to adapt the design to the proposed substitut e and whether or not incorporation or use by the substit ute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service shall be indicated. The application also shall contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such su bstitute, including costs for redesign and claims of other contractors affected by the resulting change , all of which shall be considered by the Project Manager in evaluating the proposed substitute . The Project Manager may require Contractor to furnish at Contractor's expense additional data about the proposed substitute. 7.4 If a specific means , method , technique, sequence or procedure of construction is indicated in or required by the Contract Documents , Contractor may furnish or utilize a substitute means , method , seq uence , tech nique o r procedure of construction acceptable to the Project Manager, if Contractor submits sufficient information to allow the Project Manager to determine that the substitute proposed is equivalent to that indicated or required by the Contract Documents. The procedures for submission to and review by the Project Manager shall be the same as those provided herein for substitute materials and equipment. 33 C onstruction Services Agreement: [2022_ver.3] CAO 7.5 The Project Manager shall be allowed a reasonable time within w hich to evaluate each proposed substitute and , if need be, to co nsult with the Design Professional. No substitute will be ordered, installed or utilized without the Project Manager's prior written acceptance which shall be evidenced by a Change Order, a Work Directive Change, a Field Order or an approved Shop Drawing. The Owner may require Contractor to furnish at Contractor's -expense a special performance guarantee or other surety with respect to any substitute. The Project Manager will record time required by the Project Manager and the Project Manager's consultants in evaluating subst itutions proposed by Contractor and making changes in the Contract Documents occasioned thereby. Whether or not the Owner accepts a proposed substitute, Contractor shall reimbu rse Owner for the charges of the Design Professional and the Design Professional's consultants for evaluating each proposed substitut e. 8. DAILY REPORTS, SIGNED AND SEALED AS -BUil TS AND MEETINGS. 8.1 Unless waived in writing by Owner, Con t ractor shall complete and submit to Project Manager on a weekly basis a daily log of the Contractor's work for the preceding week in a format approved by the Project Manager. The daily log shall document all activities of Contractor at the Project site including , but not limited to , the following: 8.1.1 Weat her conditions showing t he high and low temperatures during work hours, the amount of precipitation received on the Project site , and any other weather conditions which adversely affect the Work; 8.1.2 Soil cond itions which adversely affect the Work; 8.1.3 The hours of operation by Contractor's and Sub-Contractor's personnel; 8.1.4 The number of Contractor's and Sub-Contractor's personnel present and working at the Project site, by subcontract and trade ; 8.1.5 All equipment present at the Project site , description of equipment use and designation of time equipment was used (specifically indicating any down time); 8.1.6 8.1.7 8 .1.8 8.1.9 8.1.10 of performance. Description of Work being performed at the Project site; Any unusual or special occurrences at the Project site; Materials received at the Project site ; A list of all visitors to the Project Any problems that might impact either the cost or quality of the Work or the time The daily log shall not constitute nor take the place of any notice required to be given by Contractor to Owner pursuant to the Contract Documents. 8.2 Contractor shall maintain in a safe place at the Project site one record copy of the Contract Documents , including, but not limited to , all drawings, specifications, addenda , amendments, Change Orders , Work Directive Changes and Field Orders , as well as all written interpretations and clarifications issued by the Design Professional , in good order and annotated to show all changes 34 Construction Services Agreement: [2022_ver.3] CAO made during construction. The annotated drawings shall be continuously updated by the Contractor throughout the prosecution of the Work to accurately reflect all field changes that are made to adapt the Work to field conditions, changes resulting from Change Orders, Work Directive Changes and Field Orders, and all concealed and buried installations of piping , conduit and utility services. All buried and concealed items, both inside and outside the Project site , shall be accurately located on the annotated drawings as to depth and in relationship to not less than two (2) permanent features (e.g. interior or exterior wall faces). The annotated drawings sha ll be clean and all changes, corrections and dimensions shall be given in a neat and legible manner in a contrasting color. The "As-Built" record documents, together with all approved samples and a counterpart of all approved shop drawings shall be available to the Project Manager or Design Professional for reference. Upon completion of the Work and as a condition precedent to Contractor's entitlement to final payment, these "As-Built" record documents, samples and shop drawings shall be delivered to Project Manager by Contractor for Owner. 8.3 Contractor shall keep all records and supporting documentation, which concern or relate to the Work hereunder for a minimum of five (5) years from the date of termination of this Agreement or the date the Project is completed or such longer period as may be requi red by law, whichever is later, pursuant to Florida Public Records Law Chapter 119 and comply with specifically those contractual requiremen t s in 119.0701(2)(a)-(b) as follows: IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES , TO THE CONTRACTOR 'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: Division of Communi cations, Government and Public Affairs 3299 Tamiami Trail East, Suite 102 Naples , FL 34112-5746 Telephone: (239) 252-8999 Email: PublicRecordRequest@colliercountyfl.gov The Contractor must specifically comply with the Florida Public Records Law to: 1. Keep and maintain public records required by the public agency to perform the service. 2. Upon request from the public agency's custodian of public records, provide the public agency with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law. 3. Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law fo r the duration of the contract term and following completion of the contract if the Contractor does not transfer the records to the public agency. 4. Upon completion of the contract, transfer, at no cost, to the public agency all public records in possession of the Contractor or keep and maintain public records required by the public agency to perform the service . If the Contractor transfers all public records to the public agency upon completion of the contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Contractor keeps and maintains public records upon completion of the contract, the Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the public 35 Construction Services Agreement: (2022_ver.3] CAO agency, upon request from the public agency's custodian of public records, in a fo r mat that is compatible with the information technology systems of the public agency. 9 . CONTRACT TIME AND TIME EXTENSIONS. 9 .1 Contractor shall diligently purs ue the completion of the Work and coordinate the Work being done on the Project by its subcontractors and material-men , as well as coordinating its Work with all work of others at the Project Site , so that its Work or the work of others shall not be delayed or impaired by any act or omission by Contractor. Contractor shall be solely respons ible for all construction means, methods, techniques, sequences , and procedures , as well as coordination of all portions of the Work under the Contract Documents , and the coordination of Owner's suppl iers and contractors as set forth in Paragraph 12.2. herein . 9.2 Should Contractor be obstructed or delayed in the prosecution of o r completion of the Work as a result of unforeseeable causes beyo nd the control of Contractor, and not due to its fault or neglect , including but not restricted to acts of Nat ure or of the public enemy, acts of government, fires , floods , epidemics , quarantine regulation , st rikes or lockouts , Contractor shall notify t he Owner in writing w ithin forty -eight (48) hours after the commencement of such delay, stating the cause or causes thereof, or be deemed to have waived any right wh ich Contractor may have had to request a time extension. 9.3 No i nterruption, interference, inefficiency , suspension or delay in the commencement or prog ress of the Work from any cause whatever, including those fo r which Owner may be responsible , in whole or in part , shall relieve Contractor of its duty to perform or give rise to any right to damages or additional compensation from Owner. Contractor expressly acknowledges and ag rees that it shall receive no damages for delay. Contractor's sole remedy , if any , against Owner will be the right to seek an extension to the Contract Time; provided , however, the granting of any suc h time extension shall not be a cond ition precedent to the aforementioned "No Damage For Delay" provision . T his paragraph shall expressly apply to claims for early completion , as well as to claims based on late completion . 9.4 In no event shall any approval by Owner authorizing Contractor to continue performing Work under this Ag reement or any payment issued by Owner to Contractor be deemed a waiver of any right or claim Owner may have against Con t ractor for delay damages hereunder. 10 . CHANGES IN THE WOR K. 10 .1 Owner shall have the right at any t ime during the progress of the Work to increase or decrease the Work . Promptly after being notified of a c hange , Contractor shall submit an item ized estimate of any cost or time increases or savings it foresees as a result of the change. Except in an emergency endangering life or property, or as expressly set forth here in, no addition or changes to the Work shall be made except upon written order of Owner, and Owner shall not be liable to the Contractor for any increased compensation w ithout such wr itten order. No officer, employee or agent of Owner is authorized to direct any extra or changed work orally . Any alleged changes must be approved by Owner in writing prior to starting such items. Owner will not be respons ible for the costs of any changes commenced without Owner's express prior written approval. Failure to obtain such prior written approval for any changes will be deemed: (i ) a waiver of any claim by Contractor for such items and (ii) an admission by Contractor that such items are in fact not a change but rather are part of the Work required of Contractor hereunder. 36 Construction Services Agreement: [2022_ver.3] CAO 10.2 A Change Order, in the form attached as Exhibit E to this Agreement, shall be issued and executed promptly after an agreement is reached between Contractor and Owner concerning the requested changes. Contractor shall promptly perform changes authorized by duly executed Change Orders. The Contract Amou nt an d Contract Time shall be adjusted in the Change Order in the manner as Owner and Contractor shall mutually agree. 10.3 If Owner and Contractor are unable to agree on a Change Order for the requested change, Contractor shall , nevertheless , promptly perform the change as directed by Owner in a written Work Directive. In that event, the Contract Amount and Contract Time shall be adjusted as directed by Owner. If Contractor disagrees w ith the Owner's adjustment determination, Contractor must make a claim pursuant to Section 11 of these General Conditions or else be deemed to have waived any claim on this matter it might otherwise have had . 10.4 In the event a requested change resu lts in an increase to the Contract Amount, the amount of the increase shall be limited to the Contractor's reasonable d irect labor and material costs and reasonable actual equipment costs as a result of the cha nge (including allowance for labor burden costs) plus a maximum ten percent (10%) markup for all overhead and profit. In the event such change Work is performed by a Subcontractor, a maximum ten percent (10%) markup for all overhead and profit for all Subcontractors' and sub-subcontractors' direct labor and material costs and actual equipment costs shall be permitted , with a maximum five percent (5%) markup thereon by the Contractor for all of its overhead and profit , for a total maximum markup of fifteen percent (15%). All compensation due Contractor and any Subcontractor or sub-subcontractor for field and home office overhead is included in the markups noted above. No markup shall be placed on sales tax, shipping or subcontractor markup. 10.5 Owner, or any duly authorized agents or representatives of the County , shall have the right to conduct an audit of Contractor's books and records to verify the accuracy of t he Contractor's claim with respect to Contract or's costs associated with any Payment Application, Change Order or Work Directive Change. 10.6 The Project Manager shall have authority to order minor changes in the Work not involving an adjustment to the Contract Amount or an extension to the Contract Time and not inconsistent w ith the intent of the Contract Documents . Such changes may be effected by Field Order or by other written order. Such cha nges shall be binding on the Contractor. 10.7 Any modifications to this Co ntract shall be in compliance with the County procurement o rdinance and policies and Administrative Procedures in effect at the time such modifi cations are authorized . 11. CLAIMS AND DISPUTES. 11 .1 Cla im is a demand or assertion by one of the parties seeking an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time or other relief w ith respect to the terms of the Contract Documents. The term "Claim" also includes other disputes and matters in question between Owner and Contractor arising out of or relating to the Contract Documents . The responsibili ty to substantiate a Claim shall rest with the party making the Claim. 11.2 Claims by t he Contractor shall be made in wr iting to the Project Manager within forty-e ight (48) hours from when the Contractor knew or should have known of the event giving rise to such Claim or else the Contractor shall be deemed to have waived t he Claim. Written supporting data shall be submitted to the Project Manager w ithin fifteen (15) calendar days after the occurrence of 3 7 Construction Services Agreement: (2022_ve r.3] CA O the event, unless the Owner grants additional time in writing, or else the Contractor shall be deemed to have waived the Claim. All Claims shall be priced in accordance with the provisions of Subsection 10.4. 11.3 The Contractor shall proceed diligently with its performance as directed by the Owner, regardless of any pending Claim, action , su it or administrative proceeding, unless otherwise agreed to by the Owner in writing. Owner shall continue to make payments in accordance with the Contract Documents during the pendency of any C la im. 12 . OTHER WORK. 12.1 Owner may perform other work related to the Project at the si te by Owner's own forces, have other work performed by utility owners or let other direct contracts. If the fact that such other work is to be performed is not noted in the Contract Documents, written notice thereof w ill be given to Contractor prior to starting any such other work. If Contractor believes that such performance will involve additional expense to Contractor or require additional time, Contractor shall send written notice of that fact to Owner and Design Professional w ithin forty-eight (48) hours of being notified of the other work. If the Contractor fails to send the above required forty-eight (48) hour notice, the Contractor will be deemed to have waived any rights it otherwise may have had to seek an extension to the Contract Time or adjustment to the Contract Amount. 12 .2 Contractor shall afford each utility owner and other contractor who is a party to such a direct contract (or Owner, if Owner is performing the additional work with Owner's employees) proper and safe access to the site and a reasonable opportunity for the introduct ion and storage of materials and equipment and the execution of such work and shall properly connect and coord ina te its Work with theirs. Contractor shall do all cutting , fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of the Project Manager and the others whose work will be affected. The duties and responsibilities of Contractor under this paragraph are for the benefit of such utility owners and other Contractors to the extent that there are comparable provisions for t he benefit of Contractor in said direct contracts between Owner and such ut ility owners and other contractors. 12.3 If any part of Contractor's Work depends fo r proper execution or results upon the work of any other contractor or utility owner (or Owner), Contractor shall inspect and promptly report to Project Manager in writing any delays, defects or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. Contractor's failure to report will constitute an acceptance of the other work as fit and proper for integration with Contractor's Work. 13. INDEMNIFICATION AND INSURANCE. 13.1 To the maximum extent permitted by Florida law, the Contractor shall defend , indemnify and hold harmless Collier County , its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees , to the extent caused by the neg ligence, recklessness, or intentionally wrongful conduct of the Contractor or anyone employed or utilized by the Contractor in the performance of this Agreement. 13.2 The duty to defend under this Article 13 is independent and separate from the duty to indemnify, and the duty to defend exists regardless of any ultimate liability of the Contractor, Owner and any indemnified party. The duty to defend arises immediately upon presentation of a claim by 38 Construction Services Agreement: [2022_ver.3] CAO any party and written notice of such claim being provided to Contractor. Contractor's obligation to indemnify and defend under this Article 13 will survive the expiration or earl ier termination of this Agreement until it is determined by final judgment that an action against the Owner or an indemnified party for the matter indemnified hereunder is fully and finally barred by t he applicable statute of limitations. 13.3 Contractor shall obtain and carry , at all times during its performance under the Contract Documents, insurance of the types and in the amounts set forth in the Insurance and Bonding Requirements form Exhibit B-3 to the Agreement. Further, the Contractor shall at all times comply with all of the terms, cond itions , requirements and obligations set forth under Exhibit B-3. 14. COMPLIANCE WITH LAWS. 14.1 Contractor agrees to comply, at its own expense, with all federal , state and loca l laws , codes, statutes, ordinances, rules , regulations and requirements applicable to the Project, including but not limited to those dealing with taxation, worker's compensation, equal employment and safety (including, but not limited to , the Trench Safety Act, Chapter 553, Florida Statutes). If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify Project Manager in writing. To the extent any law , rule , regulatio n, code , statute, or ordinance requires the inclusion of certain terms in this Agreement in order for this Ag reement to be enforceable, such terms shall be deemed included in this Agreement. Notwithstanding anything in the Contract Documents to the contrary , it is understood and agreed that in the event of a change in any applicable laws , ordinances, rules or regulations subsequent to the date this Agreement was executed t hat increases the Contractor's time or cost of performance of the Work, Contractor is entitled to a Change Order for such increases, except to the extent Contractor knew or should have known of such changes pr ior to the date of this Agreement. 14.2 By executing and entering into this agreement , the Contractor is formally acknowledging without exception or stipulation that it is fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et §.fill and regulations relating thereto , as either may be amended. Failure by the Contractor to comply with the laws referenced herein shall constitute a breach of this agreement and the County shall have the discretion to un ilaterall y terminate this agreement immediately. 14.3 Statutes and exec utive orders require employers to abide by the immigration laws of the United States and to employ only individuals who are eligible to work in the United States, including the requirements set forth in Florida Statute, §448.095. The Employment Eligibility Verification System (E-Verify) operated by the Department of Homeland Security (OHS) in partnership with the Social Security Administration (SSA), provides an Internet- based means of verifying employment eligibility of workers in the United States; it is not a substitute for any ot her employment eligibility verification requi rements . The program will be used for Collier County formal Invitations to Bid (1TB) and Request for Proposals (RFP) including professional services and construction services. Contractors I Bidders are requ ired to enroll in the E-Verify program, and provide acceptable evidence of their enrollment , at the time of the submission of the Contractor's/bidder's proposal. Acceptable evidence consists of a copy of the properly completed E-Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company. Contractors a re also requ ired to provide the Collier County Procurement Services Division an executed affidavit certifying they shall comply with the E-Verify Program. The affidavit is attached to the solicitation documents. 39 Construction Services Agreement: [2022_ver.3] CAO If the Bidder/Contractor does not comply with providing both the acceptable E-Verify evidence and the executed affidavit the bidder's / Contractor's proposal may be deemed non- responsive. Additionally, Contractors shall require all subcontracted Contractors to use the E-Verify system for all purchases not covered under the "Exceptions to the program" clause above. For additional information regarding the Employment Eligibility Verification System (E-Verify) program visit the following website: http://www.dhs.gov/E-Verify. It shall be the Contractor's responsibility to familiarize themselves with all rules and regulations governing this program. Contractor acknowledges, and without exception or stipulation, any firm(s) receiving an award shall be fully responsible for complying with the provisions of the Immig ration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seq . and regulations relating thereto , as either may be amended and with the provisions contained within this affidavit. Failure by the awarded firm(s) to comply with the laws referenced herein or the provisions of this affidavit shall constitute a breach of the award agreement and the County shall have the discretion to unilaterally terminate said agreement immediately. 15 . CLEANUP AND PROTECTIONS. 15 .1 Contractor agrees to keep the Project site clean at all times of debris, rubbish and waste materials arising out of the Work. At the completion of the Work , Contractor shall remove all debris, rubbish and waste materials from and about the Project site, as well as all tools, appliances, construction equipment and machinery and surplus materials , and shall leave the Project site clean and ready for occupancy by Owner. 15.2 Any existing surface or subsurface improvements , including, but not limited to, pavements, curbs, sidewalks, pipes , utilities , footings , structures , trees and shrubbery, not indicated in the Contract Documents to be removed or altered, shall be protected by Contra ctor from damage during the prosecution of the Work. Subject to the Section 2.3 above , any such improvements so damaged shall be restored by Contractor to the condition equal to that existing at the time of Contractor's commencement of the Work. 16 . ASSIGNMENT. 16.1 Contractor shall not assign this Agreement or any part thereof, without the prior consent in writing of Owner. Any attempt to assign or otherwise transfer this Agreement, or any part herein, without the Owner's consent , shall be void. If Contractor does, with approval , assign this Agreement or any part thereof, it shall require that its assignee be bound to it and to assume toward Contractor all of the obligations and responsibilities that Contractor has assumed toward Owner. 17. PERMITS , LICENSES AND TAXES . 17.1 Pursuant to Section 218.80 , F.S., Owner will pay for all Collier County permits and fees, including license fees, permit fees , impact fees or inspection fees applicable to the Work through an internal budget transfer(s). Contractor is not responsib le for paying for permits issued by Collier County, but Contractor is responsible for acquiring all permits. Owner may requ ire the Contractor to deliver internal budget transfer documents to applicable Collier County agencies when the Contractor is acquiring permits. Owner will not be obligated to pay for any permits obtain ed by Subcontractors. 40 Construction Services Agreement: [2022_ver.3] 17 .2 All permits, fees and licenses necessary for the prosecution of the Work which a re not issued by Collier County shall be acquired and paid for by the Contractor. 17.3 Contractor shall pay all sales, consumer, use and other similar taxes associated with the Work or portions thereof, which are applicable du ring the performance of the Work. 18. TERMINATION FOR DEFAULT . 18.1 Contractor shall be considered in material default of the Agreement and such default shall be considered cause for Owner to ter minate the Agreement, in whole or in part , as further set forth in this Section, if Contractor: (1) fails to begin the Work under the Contract Documents within the time specified herein; or (2) fails to properly and t imely perform the Work as directed by the Project Manager or as p rovided for in the approved Progress Schedule; or (3) performs the Work unsuitably or neglects or refuses to remove materials or to correct or replace such Work as may be rejected as unacceptable or unsuitable; or (4) discontinues the prosecution of the Work; or (5) fails to resume Work which has been suspended within a reasonable time after being notified to do so; or (6) becomes insolvent or is declared bank rupt, or commits any act of bankruptcy; or (7) allows any final judgment to stand against it unsatisfied for more than ten (10) days; or (8) makes an assignment for the benefit of creditors; or (9) fails to obey any applicable codes , laws, ordinances, ru les or regulations with respect to the Work; or (10) mate ria lly breaches any other provision of the Contract Documents. 18.2 Owner shall notify Contractor in writing of Contractor's default(s). If Owner determines t hat Contractor has not remedied and cured the default(s) within seven (7) calendar days following receipt by Contractor of said written notice or such longer period of time as may be consented to by Owner in writing and in its sole discret ion, then Owner, at its option , without releasing or waiving its rights and remedies against the Contractor's sureties and without prejudice to any other right or remedy it may be entitled to hereunder or by law, may terminate Contractor's right to proceed under the Agreement , in whole or in part, and take possession of all or any portion of the Work and any materials, tools, equipment, and appliances of Contractor, take assignments of any of Contractor's subcontracts and purchase orders, and complete all or any portion of Contractor's Work by whatever means, method or agency which Owner, in its sole discretion, may choose. 18.3 If Owner deems any of the foregoing remedies necessary, Contractor agrees that it shall not be entitled to receive any further payments hereunder until after t he P roject is completed . All moneys expended and a ll of the costs, losses, damages and extra expenses, including all management, administrative and other overhead and other direct and indirect expenses (including Design Professional and attorneys' fees) or damages incurred by Owner incident to such completion, shall be deducted from the Contract Amount, and if such expenditures exceed the unpaid balance of the Contract Amount , Contractor agrees to pay promptly to Owner on demand the full amount of such excess, including costs of collection , attorneys' fees (including appeals) and interest thereon at the maximum legal rate of interest until paid. If the unpaid balance of the Cont ract Amount exceeds all such cost s , expenditures and damages incurred by the Owner to complete the Work, such excess shall be paid to the Contractor. The amount to be paid to the Contractor or Owner, as the case may be, shall be approved by the Project Manager, upon applicat ion, and this obligation for payment shall survive terminat ion of t he Agreement. 18.4 The liability of Contractor hereunder shall extend to and include the full amount of any and all sums paid, expenses and losses incurred, damages sustained , and obligations assumed by Owner in good faith under the belief that such payments or assumptions were necessary or required, in completing t he Work and providing labor, materials, equipment, supplies, and other items therefore 41 Construction Services Agreement: [2022_ ver.3] CAO or re-letting the Work, and in settlement , discharge or compromise of any claims , demands, suits , and judgments pertaining to or arising out of the Work hereunder. • 18.5 If, after notice of termination of Contractor's right to proceed pursuant to t hi s Section, it is determined for any reason that Contractor was not in default, or that its default was excusable, or that Owner is not entitled to the remedies against Contractor provided herein, then the termination will be deemed a termination for convenience and Contractor's remedies against Owner shall be the same as and limited to those afforded Contractor under Section 19 below . 18.6 In the event (i) Owner fails to make any undisputed payment to Contractor within thirty (30) days after such payment is due or Owner otherwise persistently fails to fulfill some material obligation owed by Owner to Contractor under this Agreement , and (ii ) Owner has failed to cure such default within fourteen (14) days of receiving written notice of same from Contractor, then Contractor may stop its performance under this Agreement until such default is cu red , after giving Owner a second fourteen (14) days written notice of Contractor's intention to stop performance under the Agreement. If the Work is so stopped for a period of one hundred and twenty ( 120) consecutive days through no act or fault of the Contractor or its Subcontractors or their agents or employees or any other persons performing portions of the Work unde r contract with the Contractor or any Subcontractor, the Contractor may ter minate this Agreement by giving written notice to Owner of Contractor's in tent to terminate th is Agreement. If Owner does not cure its default within fourteen (14) days after receipt of Contractor's written notice , Contractor may, upon fourteen (14) additional days' written not ice to the Owner, terminate the Agreement and recover from the Owner payment for Work performed through the terminat ion date , but in no event shall Contractor be entitled to payment for Work not performed or any other damages from Owner. 19. TERMINATION FOR CONVENIENCE AND RIGHT OF SUSPENSION. 19.1 Owner shall have the right to terminate th is Agreement without cause upon seven (7) calendar days written notice to Contractor. In the event of such termination for convenience, Cont ractor's recovery against Owner shall be limited to that portion of the Contract Amount earned through the date of termination , together with any retainage withheld and reasonable termination expenses incurred , but Contractor shall not be entitled to any other or further recovery against Owner, including , but not limited to , damages or any anticipated profit on portions of the Work not performed . 19.2 Owner shall have the right to suspend all or any portions of the Work upon giving Contractor not less than two (2) calendar days' prior written notice of such suspension . If all or any portion of the Work is so suspended , Contractor's sole and exclusive remedy shall be to seek an extension of time to its schedule in accordance with the procedures set forth in the Contract Documents . In no event shall the Contractor be entitled to any addi t ional compensation or damages. Provided , however, if the ordered suspension exceeds six (6) months , the Contractor shall have the right to terminate the Agreement with respect to that portion of the Work which is subject to the ordered suspension. 20 . COMPLETION. 20.1 When the entire Work (or any portion th ereof designated in writing by Owner) is ready for its intended use, Contractor shall notify Project Manager in writing that t he entire Work (or such designated portion) is substantially complete. Within a reasonable time thereafter, Owner, Contractor and Design Professiona l shall make an inspection of the Work (or desig nated portion thereof) to determine the status of completion. If Owner , after conferring with the Design Professional , does 42 Construction Services Agreement: [2022_ver.3] CAO not consider the Work (or designated portion) substantially complete , Project Manager shall notify Contractor in writing giving the reasons therefore. If Owner, after conferring with the Design Professional , considers the Work (or designated portion) substantially complete, Project Manager shall prepare and deliver to Contractor a Certificate of Substantial Completion which shall fix the date of Substantial Completion for the entire Work (or designated portion thereof) and include a tentative punch-list of items to be completed or corrected by Contractor before final payment. Owner shall have the right to exclude Contractor from the Wor k and Project site (or designated portion thereof) after the date of Substantial Completion , but Owner shall allow Contractor reasonab le access to complete or correct items on the tentative punch-list. The Project Manager, shall coordinate with the Contractor the return of any surplus assets, including mater ials, supplies , and equipment. 20.2 Upon receipt of written certification by Contractor that the Work is completed in accordance with the Contract Documents and is ready for final inspect ion and acceptance , Project Manager and Design Professional will make such inspection and , if they find the Work acceptable and fully performed under the Contract Documents shall promptly approve payment , recommendi ng that, on the basis of their observations and inspections , and the Contractor's certification that the Work has been completed in accordance with the terms and conditions of the Contract Documents, that the entire balance found to be due Contractor is due and payable. Neither the final payment nor the retainage shall become due and payable until Contractor submits: (1) Receipt of Contractor's Final Application for Payment. (2) The Release and Affidavit in the form attached as Exhibit C. (3) Consent of surety to final payment. (4) Receipt of the final payment check list. (5) If required by Owner, other data establishing payment or satisfaction of all obligations, such as receipts , releases and waivers of liens , arising out of the Contract Documents , to the extent and in such form as may be designated by Owner. Owner reserves the right to inspect the Work and make an independent determination as to the Work's acceptability , even though the Design Professional may have issued its recommendat ions. Un less and until the Owner is completely satisfied , neither the final payment nor the ret ainage shall become due and payable . 21. WARRANTY. 21 .1 Contractor shall obtain and assign to Owner all express warranties given to Contractor or any subcont ractors by any subcontractor or material men supplying materials , equipment or fixtures to be incor porated into the Project. Con tractor warrants to Owner that any materials and equ ipment furnished under the Contract Documents shall be new un less otherwise specified, and that all Work shall be of good quality, free from all defects and in confor mance with the Contract Documents . Contractor further warrants to Owner that all materials and equipment furn ished under the Contract Documents shall be applied , installed, connected , erected , used , cleaned and conditioned in accordance with t he instructions of the applicable manufacturers, fabricators. suppliers or processors except as otherwise provided for in the Contract Documents. If, within one (1) year after Substantial Completion , any Work is found to be defective or not in conformance with the Contract Documents, Contractor shall correct it promptly after receipt of written notice from Owner. Contractor shall also be responsible for and pay for replacement or repair of adjacent materials or Work which may be damaged as a result of such replacement or repai r. Further, in the event of an emergency, Owner may commence to correct any defective Work , without prior noti ce to Contractor, at Contractor's 43 Construction Services Agreement: [2022~ver.3] CAO expense. These warranties are in addition to those implied warranties to which Owner is entitled as a matter of law. 21.2 No later than 30 days prior to expiration of t he warranty, the Project Manager, or another representative of the Owner, shall conduct an inspection of the warranted work to verify compliance with the requirements of the Agreement. The Contractor's Representative shall be present at the time of inspection and shall take remedial actions to correct any deficiencies noted in the inspection. Failure of the Contractor to correct the cited deficiencies shall be grounds for the Owner to disqualify the Contractor from future bid opportunities with the Owner, in addition to any other rights and remedies available to Owner. 22. TESTS AND INSPECTIONS. 22.1 Owner, Design Professional, their respective representatives , agents and employees, and governmental agencies with j urisdiction over the Project shall have access at all times to the Work, whether the Work is being performed on or off of the Project site, for their observation, inspection and testing. Contractor shall provide proper, safe conditions for such access. Contractor s hall provide Project Manager with timely notice of readiness of the Work for all required inspections, tests or approvals. 22.2 If the Contract Documents or any codes , laws, ordinances, rules or regulations of any public auth ority having jurisdiction over the Project requires any portion of the Work to be specifically inspected, tested or approved, Contractor shall assume full responsibility therefore, pay all costs in connection therewith and furnish Project Manager the required certificates of inspection , testing or approval. All inspections, tests or approvals shall be performed in a manner and by organizations acceptable to the Project Manager. 22 .3 Contractor is responsible , without reimbursement from Owner, for re-inspection fees and costs ; to th e extent such re-inspections are due to the fault or neglect of Contractor. 22.4 If any Work that is to be inspected, tested or approved is covered without written concurrence from the Project Manager, such work must, if requested by Project Manager, be uncovered for observation . Such uncovering shall be at Contractor's expense unless Contractor has given Project Manager timely notice of Cont ractor's intention to cover the same and Project Manager has not acted with reasonable promptness to respond to such notice. If any Work is covered contrary to written directions from Project Manager, such Work must, if requested by Project Manager, be uncovered for Project Manager's observation and be replaced at Contractor's sole expense. 22.5 T he Owner shall charge to Cont ractor and may deduct from any payments due Contractor all engineering and inspection expenses incurred by Owner in connection with any overtime work. Such overtime work consisting of any work during the construction period beyond the reg ular eight (8) hour day and for any work performed on Saturday, Sunday or holidays. 22.6 Neither observations nor other actions by the Project Manager or Design Professional nor inspections, tests or approvals by others shall relieve Contractor from Contractor's obligations to perform the Work in accordance with the Contract Documents. 23. DEFECTIVE WORK. 23 .1 Work not conforming to the requirements of t he Contract Documents or any warranties made or assigned by Contractor to Owner shall be deemed defective Work. If required by Project Manager, 44 Construction Services Agreement: [2022_ver.3] CAO Contractor shall as directed, either correct all defective Work , whether or not fabricated , installed or completed , or if the defective Work has been rejected by Project Manager, remove it from the site and replace it with non-defective Work. Contractor shall bear all direct, indirect and consequential costs of such correction or removal (including, but not limited to fees and charges of engineers , architects , attorneys and other professionals) made necessary thereby, and shall hold Owner harm less for same. 23.2 If the Project Manager considers it necessary or advisable that covered Work be observed by Design Professional or inspected or tested by others and such Work is not otherwise required to be inspected or tested, Contractor, at Project Manager's req uest, shall uncover, expose or otherwise make available for observation , inspection or tests as Project Manager may require , that portion of the Work in question , furnishing all necessary labor, material and equipment. If it is found that such Work is defective, Contractor shall bear all direct, indirect and consequential costs of such uncovering , exposure, observation , inspection and testing and of satisfactory reconstruction (including, but not limited to, fees and charges of engineers, architects , attorneys and other professionals), and Owner shall be entitled to an appropriate decrease in the Contract Amount. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Amount and/or an extension to the Contract Time, directly attributable to such uncovering, exposure , observation, inspection , testing and reconstruction . 23.3 If any portion of the Work is defective , or if Contractor fails to supply sufficient skilled workers , suitable materials or equipment or fails to finish or perform the Work in such a way that the completed Work will conform to the Contract Documents , Project Manager may order Contractor to stop the Work , or any portion thereof, until the cause for such order has been eliminated. The right of Project Manager to stop the Work shall be exercised , if at all , solely for Owner's benefit and nothing herein shall be construed as obligating the Project Manager to exercise this right for the benefit of Design Engineer, Contractor, or any other person. 23.4 Should the Owner determine, at its sole opinion, it is in the Owner's best interest to accept defective Work, the Owner may do so. Contractor shall bear all direct, indirect and consequential costs attributable to the Owner's evaluation of and determination to accept defective Work. If such determination is rendered prior to final payment, a Change Order shall be executed evidencing such acceptance of such defective Work, incorporat ing the necessary revisions in the Contract Documents and reflecting an appropriate decrease in the Contract Amount. If the Owner accepts such defective Work after final payment, Contractor shall promptly pay Owner an appropriate amount to adequately compensate Owner for its acceptance of the defective Work. 23.5 If Contractor fa ils, within a reasonable time after the written notice from Project Manager, to correct defective Work or to remove and replace rejected defective Work as required by Project Manager or Owner, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any of the provisions of the Contract Documents , Owner may, after seven (7) days written notice to Contractor, correct and remedy any such deficiency. Provided , however, Owner shall not be required to give notice to Contractor in the event of an emergency. To the extent necessary to complete corrective and remedia l action , Owner may exclude Contractor from any or all of the Project site, take possession of all or any part of the Work, and suspend Contractor's services related thereto, take possession of Contractor's tools , appliances , construction equipment and machinery at the Project site and incorporate in the Work all materials and equipment stored at the Project site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Design Professional and their respective representatives , agents, and employees such access to the Project site as may be necessary to enable Owner to exercise the rights and remedies under this paragraph. All direct, indirect and consequential costs 45 Construction Services Agreement: [2022_ver.3] CAO of Owner in exercising such rights and remedies shall be charged against Contractor, and a Change Order shall be issued , incorporating the necessary revisions to the Contract Documents, including an appropriate decrease to the Contract Amount. Such direct, indirect and consequential costs shall include, but not be limited to , fees and charges of engineers , architects, attorneys and other professionals, all court costs and all costs of repair and replacement of work of others destroyed or damaged by correction, removal or replacement of Contractor's defective Work. Contractor shall not be allowed an extension of the Contract Time because of any delay in performance of the Work attributable to the exercise by Owner of Owner's rights and remedies hereunder. 24. SUPERVISION AND SUPERINTEND ENTS. 24.1 Contractor shall plan , organize, supervise , schedule, monitor, d irect and control the Work competently and efficiently , devoting such attention thereto and applying such ski ll s and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be respo nsible to see that the finished Work complies accurately with the Contract Documents. Contractor shall keep on the Work at all times during its progress a competent resident superintendent , who shall be subject to Owner's approval and not be replaced without prior wr itten notice to Project Manager except under extraordinary circumstances. The superintendent shall be employed by the Contractor and be the Contractor's representative at the Project site and shall have authority to act on behalf of Contractor. All communications given to the superintendent shall be as binding as if given to the Contractor. Owner shall have the right to direct Contractor to remove and replace its Project superintendent, with or without cause. Attached to the Agreement as Exhibit A-1 is a list identifying Contractor's Project Su perintendent and all of Contractor's key personnel who are assigned to the Project; such identified personnel shall not be removed without Owner's prior written approval, and if so removed must be immediately replaced with a person acceptable t o Owner. 24.2 Contractor shall have a competent superintendent on the project at all times whenever contractor's work crews, or work crews of other parties authorized by the Project Manager are engaged in any activity whatsoever associated with t he Project. Should the Contractor fail to comply with the above condition , the Project Manager shall , at his discretion , deduct from the Contractor's monthly pay estimate , sufficient moneys to account for the Owner's loss of adequate project supervision , not as a penalty , but as liquidated damages, separate from the liquidated damages described in Section 5.8, for services not rendered . 25. PROTECTION OF WORK. 25.1 Contractor shall fully protect the Work from loss or damage and shall bear the cost of any such loss or damage until final payment has been made. If Contractor o r any one for whom Contractor is legall y liable for is responsible for any loss or damage to the Work, or other work or materials of Owner or Owner's separate contractors , Contractor shall be charged with the same , and any moneys necessary to replace such loss or damage shall be deducted from any amounts due Contractor. 25.2 Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure , nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 25.3 Contractor shall not disturb any benchmark established by the Owner or Design Professional with respect to the Project. If Contractor, or it s subcontractors, agent s or anyone for whom Contractor is legally liable , disturbs the Owner or Design Professional's benchmarks, Contractor shall immediately notify Project Manager and Design Professional. The Owner or Design Professional 46 Construction Services Agreement: [2022_ver.3] CAO shall re-establish the benchmarks and Contractor shall be liable for all costs incurred by Owner associated therewith. 26. EMERGEN C IES. 26.1 In the event of an emergency affecting the safety or protection of persons or the Work or property at the Project site or adjacent thereto, Contractor, without special instruction or authorization from Owner or Design Professional is obligated to act to prevent threatened damage, injury or loss. Contractor shall give Project Manager written notice within forty-eight (48) hours after Contractor knew or should have known of the occurrence of the emergency, if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Project Manager determines that a change in the Contract Documents is required because of the action taken in response to an emergency, a Change Order shall be issued to document the consequences of the changes or va riat ions. If Contractor fails to provide the forty-eight (48) hour written notice noted above, the Contractor shall be deemed to have waived any right it otherwise may have had to seek an adjustment to the Contract Amount or an extension to the Contract Time. 27 . USE OF PREMISES . 27.1 Contractor shall maintain all construction equipment , the storage of materials and eq uipment and the operations of workers to the Project site and land and areas identified in and permitted by the Contract Documents and other lands and areas permitted by law, rights of way, permits and easements , and shall not unreasonably encumber the Project site with construction equipment or other material or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or any land or areas contiguous thereto, resulting from the performance of the Work. 28 . SAFET Y. 28.1 Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 28.1.1 All employees on or about the project site and other persons and/or organizations who may be affected thereby ; 28.1.2 All the Work and materials and equipment to be incorporated therein, whether in storage on or off the Project site ; and 28.1.3 Other property on Project site or adjacent thereto, including trees, shrubs, walks, pavements, roadways, structures, utilities and any underground structures or improvements not designated for removal , relocation or replacement in the Contract Documents. 28.2 Contractor shall comply with all applicable codes, laws , ord inances, rules and regu lations of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss. Contractor shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of underground structures and improvements and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal , relocation or replacement of their property. 47 Construction Services Agreement: [2022_ver.3) CAO Contractor's dut ies and responsibilities for the safety and protection of the Work shall conti nue until such time as the Work is completed and fina l acceptance of same by Owner has occurred. All new electr ical installations shall incorporate NFPA ?OE Short Circuit Protective Device Coordination and Arc Flash Studies where relevant as determined by the engineer. All electrical install ations shall be labeled with appropriate NFPA ?OE arch flash boundary and PPE Protective labels. 28.3 . Contractor shall designate a responsible representative located on a full time basis at the Project site whose duty shall be the prevention of accidents . This person shall be Contractor's superintendent unless otherwise designated in writing by Con t ractor to Owner. 28.4 Alcohol , drugs and all illegal substances are strictly p rohibited on any Owner property . All employees of Contractor, as well as those of all subcontractors and those of any ot her person or entity for whom Contractor is legally liable (collectively referred to herein as "Employees"), shall not possess or be under the influence of any such substances while on any Owner property. Further, Employees shall not bring on to any Owner property any gun , rifle or other firearm , or explosives of any kind. 28.5 Contractor acknowledges that the Work may be progressing on a Project site wh ich is located upon or adjacent to an existing Owner facility. In such event , Contractor shall comply with the following: 28.5.1 All Owner facilities are smoke free. Smoking is strictly prohibited ; 28.5.2 All Employees shall be provided an identification badge by Contractor. Such identification badge must be prominently displayed on the outside of the Employees ' clothing at all times. All Employees working at the Project si te must log in and out with the Contractor each day; 28.5.3 Contractor shall strictly limit its operations to the designated work areas and shall not permit any Employees to enter any other portions of Owner's property without Owner's expressed prior written consent ; 28 .5.4 All Employees are prohibited from distributing any papers or other materials upon Owner's property , and are strictly prohibited from using any of Owner's telephones or other office equipment ; 28.5.5 All Employees shall at all times comply with the OSHA regulations with respect to dress and conduct at t he Project site . Further, all Employees shall comply with the dress, conduct and facility regulations issued by Owner's offic ials onsite , as said regulations may be c ha nged from time to time ; 28.5.6 All Employees shall enter and leave Owner's facilit ies only through the ingress and egress points identified in the site utilization plan approved by Owner or as otherwise designated , from time to time , by Owner in wri t ing ; 28.5.7 When requested , Co ntractor shall cooperate wi th any ongoing Ow ner investigation involving personal injury, economic loss or damage to Owner's faci lities or personal property therein ; 48 Construction Services Agreement: (2 022_ve r.3) CAO 28.5.8 The Employees may not solicit, distribute or sell products while on Owner's property. Friends, family members or other visitors of t he Employees are not permitted on Owner's property; and 28.5.9 At all t imes, Contractor shall adhere to Owner's safety and security regulations, and shall comply with all secu rity requ i rements at Owner's facil ities, as said regulations and requirements may be modified or cha nged by Owner from t ime to time. 29 . PROJECT MEETINGS. Prior to the commencement of Work , the Contractor shall attend a pre-const ruction conference with the Project Manager, Design Professional and others as appropriate to d iscuss the Progress Schedule , procedures for handling shop drawings and other submittals, and for processing Applications for Payment, and to establish a working understanding among the parties as to the Work. During the prosecution of t he Work , the Contractor shall attend any and all meetings convened by the Project Manager with respect to the Project, when directed to do so by Project Manager or Design Professional. The Contractor shall have it s subcontractors and suppliers attend all such meetings (including the pre-construction conference) as may be di rected by the Project Manager. 30. VENDOR PERFORMANCE EVALUATION . Owner has implemented a Vendor Performance Evaluation System for all contracts awarded in excess of $25 ,000. To this end , vendors will be evaluated on their performance upon completion/termination of this Agreement. 3 1. MAINTENANCE OF TRAFFIC POLICY. For all projects that are conducted within a Collier County Right-of-Way, the Contract or shall provide and erect Traffic Control Devices as prescribed in the cu rrent edition of the Manual On Un iform Traffic Control Devices (MUTCD), where applicable on local roadways and as prescribed in the Florida Department of T ransportation's Design Standards (DS), where applicable on state roadways . T hese projects shall also comply with Collier County's Maintenance of Traffic Policy, #5807, incorporated herein by reference. Copies are available through Risk Management and/or Procurement Services Division , and is avai lable on-line at colliergov.net/purchasing. The Contractor will be responsible for obtaining copies of all required manuals , MUTCD, FOOT Roadway & Traffic Design Standards Indexes, or other related documents, so to become familiar with their requirements. Strict adherence to the requirements of the Maintenance of Traffic ("MOT") policy will be enforced under this Contract. All costs associated with the Maintenance of Traffic shall be included on the line item on the bid page. If MOT is required, MOT is to be provided within ten (10) days of receipt of Notice of Award . 32. SALES TAX SAVINGS AND DIRECT PURCHASE . 32.1 Contractor shall pay all sales , consumer, use and other similar taxes associated with the Work or portions thereof, which are applicable during the performance of the Wor k. No markup shall be applied to sales tax. Additionally , as directed by Owner and at no additional cost to Owner, Contractor shall comply with and fully implement the sales tax savings program with respect to the Work, as set forth in section 32.2 below: 49 Construction Services Agreement: [2022_ver.3] 32.2 Notwithstand ing anything herein to the contrary, because Owner is exempt from sales tax and may wish to generate sales tax savings for the Project, Owner reserves the right to make direct purchases of various construction materials and equipment included in the Work ("Direct Purchase"). Contractor shall prepare purchase orders to vendors selected by Contractor, for execution by Owner, on forms provided by Owner. Contractor shall allow two weeks for execution of all such purchase orders by Owner. Contractor represents and warrants that it will use its best efforts to cooperate with Owner in implementing this sales tax savings program in order to maximize cost savings for the Project. Adjustments to the Contract Amount will be made by appropriate Change Orders for the amounts of each Owner Direct Purchase, plus the saved sales taxes. A Change Order shall be processed promptly after each Direct Purchase, or group of similar or related Direct Purchases, unless otherwise mutually agreed upon between Owner and Contractor. With respect to all Direct Purchases by Owner, Contractor shall remain responsible for coordinating, ordering , inspecting, accepting delivery, storing , handling , installing , warranting and quality control for all Direct Purchases. Notwithstanding anything herein to the contrary, Contractor expressly acknowledges and agrees that all Direct Purchases shall be included within and covered by Contractor's warranty to Owner to the same extent as all other warranties provided by Contractor pursuant to the terms of the Contract Documents. In the event Owner makes a demand against Contractor with respect to any Direct Purchase and Contractor wishes to make claim against the manufacturer or supplier of such Direct Purchase, upon request from Contractor Owner shall assign to Contractor any and all warranties and Contract rights Owner may have from any manufacturer or supplier of any such Direct Purchase by Owner. 32.3 Bidder represents and warrants that it is aware of its statutory responsibilities for sale tax under Chapter 212 , Florida Statutes , and for its responsibilities for Federal excise taxes. 33. SUBCONTRACTS. 33 .1 Contractor shall review the design and shall determine how it desires to divide the sequence of construction activities. Contractor will determine the breakdown and composition of bid packages for award of subcontracts , based on the current Project Milestone Schedule, and shall supply a copy of that breakdown and composition to Owner and Design Professional for their review and approval prior to submitting its first App lication for Payment. Contractor shall take into consideration such factors as natural and practical lines of severability , sequencing effectiveness , access and availability constraints , tota l time for completion , construction market conditions , availability of labor and materials, community relations and any other factors pertinent to saving time and costs . 33.2 A Subcontractor is any person or entity who is performing , furnishing, supplying or providing any portion of the Work pursuant to a contract with Contractor. Contractor shall be solely responsible for and have control over the Subcontractors. Contractor shall negotiate all Change Orders, Work Directive Changes, Field Orders and Requests for Proposal , with all affected Subcontractors and shall review the costs of those proposals and advise Owner and Design Professional of their validity and reasonableness, acting in Owner's best interest, prior to requesting approval of any Change Order from Owner. All Subcontractors performing any portion of the Work on this Project must be "qualified" as defined in Collier County Ordinance 2013-69 , meaning a person or entity that has t he capability in all respects to perform fully the Agreement req uirements with respect to its portion of the Work and has the integrity and reliabil ity to assure good faith performance. 33.3 In addition to those Subcontractors identified in Contractor's bid that were approved by Owner, Contractor also shall identify any other Subcontractors , including their addresses , licensing information and phone numbers , it intends to utilize for the Project prior to entering into any subcontract or purchase order and prior to the Subcontractor commencing any work on the Project. 50 Construction Services Agreement: [2022_ver.3] CAO The list identifying each Subcontractor cannot be modified , changed, or amended without prior written approval from Owner. Any and all Subcontractor work to be self-performed by Contractor must be approved in writing by Owner in its sole discretion prior to commencement of such work. Contractor shall continuously update that Subcontractor list, so that it remains current and accurate throughout the entire performance of the Work. 33.4 Contractor shall not enter into a subcontract or purchase order with any Subcontractor, if Owner reasonably objects to that Subcontractor. Contractor shall not be required to contract with anyone it reasonably objects to. Contractor shall keep on file a copy of the license for every Subcontractor and sub-subcontractor performing any portion of the Work , as well as maintain a log of all such licenses. All subcontracts and purchase orders between Contractor and its Subcontractors shall be in writing and are subject to Owner's approval. Further, unless expressly waived in writing by Owner, all subcontracts and purchase orders shall (1) require each Subcontractor to be bound to Contractor to the same extent Contractor is bound to Owner by the terms of the Contract Documents, as those terms may apply to the portion of the Work to be performed by the Subcontractor, (2) provide for the assignment of the subcontract or purchase order from Contractor to Owner at the election of Owner upon termination of Contractor, (3) provide that Owner will be an additional indemnified party of the subcontract or purchase order, (4) provide that Owner, Collier County Government, will be an additional insured on a ll liability insurance policies required to be provided by the Subcontractor except workman's compensation and business automobile policies, (5) assign all warranties directly to Owner, and (6) identify Owner as an intended third-party beneficiary of the subcontract or purchase order. Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract, copies of the Contract Documents to which the Subcontractor will be bound. Each Subcontractor shall similarly make copies of such documents available to its sub- subcontractors. 33 .5 Each Subcontractor performing work at the Project Site must agree to provide field (on-site) supervision through a named superintendent for each trade (e.g ., general concrete forming and placement, masonry, mechanical, plumbing , electrical and roofing) in cluded in its subcontract or purchase order. In addition, the Subcontractor shall assign and name a qualified employee for scheduling direction for its portion of the Work. The supervisory employees of the Subcontractor (including field superintendent, foreman and schedulers at all levels) must have been employed in a supervisory (leadership) capacity of substantially equivalent level on a similar project for at least two years within the last five years. The Subcontractor shall include a resu me of experience for each employee identified by it to supervise and schedule its work . 33.6 Unless otherwise expressly waived by Owner in writing , all subcontracts and purchase orders shall provide: 33.6 .1 That the Subcontractor's exclusive remedy for delays in the performance of the subcontract or purchase order caused by events beyond its control , including delays claimed to be caused by Owner or Design Professional or attributable to Owner or Design Professional and including claims based on breach of contract or negligence, shall be an extension of its contract time. 33.6.2 In the event of a change in the work, the Subcontractor's claim for adjustments in the contract sum are limited exclusively to its actual costs for such changes plus no more than 10% for overhead and profit. 33.6.3 The subcontract or purchase order, as applicable , shall require the Subcontractor to expressly agree that the foregoing constitute its sole and exclusive remedies for delays and changes in the Work and thus eliminate any other remedies for claim for increase in the contract 51 Construction Services Agreement: [2022_ver.3) price, damages, losses or additional compensation . Further, Contractor shall require all Subcontractors to similarly incorporate the terms of this Section 33.6 into their sub-subcontracts and purchase orders. 33.6.4 Each subcontract and purchase order shall require that any claims by Subcontractor for delay or additional cost must be submitted to Contractor within the time and in the manner in which Contractor must submit such claims to Owner, and that failure to comply with such conditions for giving notice and submitting claims shall result in the waiver of such claims. 34. CONSTRUCTION SERVICES. 34.1 Contractor shall maintain at the Project site, originals or copies of, on a current basis, all Project files and records , including, but not limited to, the following administrative records: 34.1.1 34 .1.2 34.1.3 34.1.4 34.1.5 34.1.6 34.1.7 34.1 .8 34.1.9 34.1 .10 34.1 .11 34.1.12 34.1.13 34.1.14 34.1.15 34.1 .16 34.1.17 34.1 .18 34.1 .19 34.1.20 34.1.21 34.1.22 34.1.23 34.1.24 34.1 .25 34 .1.26 34.1.27 34.1.28 34 .1.29 34.1.30 34.1.31 34.1.32 Subcontracts and Purchase Orders Subcontractor Licenses Shop Drawing Submittal/Approval Logs Equipment Purchase/Delivery Logs Contract Drawings and Specifications with Addenda Warranties and Guarantees Cost Accounting Records Labor Costs Material Costs Equipment Costs Cost Proposal Request Payment Request Records Meeting Minutes Cost-Estimates Bulletin Quotations Lab Test Reports Insurance Certificates and Bonds Contract Changes Permits Material Purchase Delivery Logs Technical Standards Design Handbooks "As-Built" Marked Prints Operating & Maintenance Instruction Daily Progress Reports Monthly Progress Reports Correspondence Files Transmittal Records Inspection Reports Punch Lists PMIS Schedule and Updates Suspense (Tickler) Files of Outstanding Requirements The Project files and records shall be available at all times to Owner and Design Professional or their des ignees for reference, rev iew or copying. 52 Construction Services Agreement: [2022_ver.3) 34 .2 Contractor Presentations At the discretion of the County, the Contractor may be required to provide a brief update on the Project to the Collier County Board of County Commissioners, "Board", up to two (2) times per contract term . Presentations shall be made in a properly advertised Public Meeting on a schedule to be determined by the County Manager or his designee. Prior to the scheduled presentation date, the Contractor shall meet with appropriate County staff to discuss t he presentation requ irements and format. Presentations may include, but not be limited to, the following information: Or iginal contract amount, project schedule, project completion date and any changes to the aforementioned since Notice to Proceed was issued. 35. SECURITY. The Contractor is required to comply with County Ordinance 2004-52 , as amended. Background checks are valid for five (5) years and the Contractor shall be responsible for all associat ed costs. If required , Contractor shall be responsible for the costs of providing background checks by the Collier County Facilities Management Division for all employees that shall provide services to the County under this Agreement. Th is may include, b ut not be limited to, checking federal, state and local law enforcement records , including a state and FBI fingerprint check , credit reports , education, residence and employment verifications and other related records. Contractor shall be required to maintain records on each employee and make them available to the County for at least four (4) years . All of Contractor's employees and subcontractors must wear Collier County Government Identification badges at all times while performing services on County facilities and properties. Contractor ID badges are valid for one (1) year from the date of issuance and can be renewed each year at no cost to the Contractor during the time period in which their background check is valid, as discussed below. All technicians shall have on their shirts the name of the contractor's business. The Cont ractor shall immediately notify the Collier County Facilities Management Division via e-mail (DL-FMOPS@colliercountyfl.gov) whenever an employee assigned to Coll ier County separates from their employment. This notification is critical to ensure the continued security of Collier County facilities and systems. Failure to notify within four (4) hou rs of separation may result in a deduction of $500 per incident. CCSO requires separate finge r printing prio r to work being performed in any of their locations. This will be coordinated upon award of the contract. If there are additional fees for this process, the Contractor is responsible for all costs. 36. VENUE. Any su it or action brought by either party to this Agreement against the other party re lating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, wh ich courts have sole and exclusive jurisdiction on all such matters. 37. VALUE ENGINEERING . All projects w ith an estimated cost of $10 million or more shall be reviewed for consideration of a Value Engineering (VE) study conducted during project development. A "project" shall be defined as the coll ective contracts , which may include but not be limited to: design, construction , and construction , engineering and inspection (CEI) services . Additionally , any project with an estimated construction value of $2 million or more may be reviewed for VE at the discretion of the County. 53 Construction Services Agreement: (2022_ver.3] 38 . ABOVEGROUND/UNDERGROUND TAN KS. 38 .1 The contractor shall ensure compliance with all NFPA regulations : specifically 11 O & 30/30A; FDEP chapter 62 regulations: specifically 761 , 762 , 777 , and 780 ; 376 & 403 Florida Statutes ; and STI , UL , PEI , ASME , NACE , NLPA, NIST & API refe renced standards pertaining to the storage of hazardous materials and petroleum products . 38.2 The contractor shall notify the Solid & Hazardous Waste Management Department (SHWMD) prior to the installation , remova l, or maintenance of any storage tan k , including day tanks for generators, storing I will be storing petroleum products or hazardous materials. The con t ractor shall provide a 10 day and 48-hour not ice to SHWMD 239-252-2508 prior to commencement. The contractor shall provide the plans pertaining to the storage tank systems containing hazardous materials I petroleum product s to the SHWMD prior to plans subm ittal to a permitting entity and then SHWMD must approve the p lans prior to contractor's submittal for permitting . 39 . ST ANDA RDS OF CONDUCT : PROJECT MANAGER, SUPERVISOR, EMPLOYEES . The Contractor shall employ people to work on Owner's projects who are neat, clean , well-groomed and courteous . Subject to the Americans with Disabilit ies Act , Contractor shall supply competent employees who are physically capable of performing their employment dut ies . The Owner may require the Contractor to remove an employee it deems care less, incompetent, insubordinate or otherwise objectionable and whose continued employment on Owner's projects is not in t he best interest of the County. 40 . DISPUTE RE SOLUTION. Prior to the initiation of any action or proceeding permitted by this Agreement to resolve disputes between the parties , the parties shall make a good faith effort to resolve any such disputes by negotiation. The negotiation sha ll be attended by representatives of Con t racto r with full decision- making authority and by Owner's staff person who would make the presentation of any settlement reached du.ring negotiations to Owner for approval. Failing resolution, and prior to t he commencement of depositions in any litigation between the parties arising out of this Agreement , the parties shall attempt to resolve the dispute through Mediation before an agreed-upon Circuit Court Mediator certified by the State of Florida . The mediation sha ll be attended by representatives of Contractor with full decision-making authority and by Owner's staff person or designee who wou ld make the presentation of any settlement reached at mediation to Owner's Board fo r approval. Should either party fail to submit to med iation as required hereunder, the other party may obtain a court order requiring med iation under Section 44.102, Fla. Stat. Any suit or action brought by either party to th is Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida , which courts have sole and exclusive jurisdiction on all such matters. 54 Construction Services Agreement: [2022_ver.3] EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS ~ Attached hereto , following this page D Not Applicable 55 Construction Services Agreement: [2022_ver.3] CAO SUPPLEMENTARY TERMS AND CONDITIONS 1. Contractor shall adhere to all conditions of approvals granted by Regulatory Agencies and coordinate with owner (permittee) to facilitate notifications and closeout activities. A complete copy of permits shall be kept at work site during construction phase and shall be available for review at work site upon request by regulatory agent. a. Contractor shall pay special interest to general conditions and specific conditions stipulated in the South Florida Water Management District (SFWMD) Environmental Resource Modification (Permit) number 189294-009 EM. Contractor shall be required to provide routine maintenance of stormwater system during construct ion. Contractor shall grade site and set building floor elevation and parking lot elevation as noted on the Contract drawings. If dewatering is required , Contractor must submit dewatering permit to SFWMD and obtain approval prior to dewatering. Forty Eight (48) hours prior to beginning authorized activities, the permittee shall submit to the Agency a fully executed "Construction Commencement Notice" and within 30 days after completing construction , the permittee shall provide "As-Built Certification and Request for Conversion to Operational Phase". Contractor shall coordinate with owner/permittee to meet requirements for notification and conversion to operational phase. See SFWMD ERP Modification permit 189294-009 EM approval included. b. Contractor shall pay special interest to the stipulations and signage restrictions providedin the Collier County's Site Development Permit Insubstantial Change (SDPI) No. PL20220007361. See Collier County's SDPI approval letter included. c. Contractor shall pay special interest to all permit conditions stipulated in the attached Florida Department of Env ironmental Protections' Permit Revision #FL0141399-040-DW1 . d. The Contractor shall be aware that the Design Professional has submitted a preliminary Building Permit application to Collier County Growth Management Department (GMO) under Applicction #PRCS20230309395. The Contractor shall be responsible for obtaining this permit and complying with Collier County GMO requirements. 2. A Subsurface Exploration and Geotechnical Engineering Evaluation was completed in November 2022 for this project. Contractor shall refer to t he attached 'Report of Geotechnical Exploration' by Universal Engineering Sciences for information on subsurface conditions. This report does not relieve the Contractor of any requirements to perform subsurface explorat ion or geotechnical evaluation stipu lated in the Contract documents. Contractor shall also be aware that subsurface investigations provide information regarding conditions encountered at a particular location and time . Users of subsurface information are cautioned that some conditions, particularly groundwater conditions, may change between time of investigation and time of excavation or soil improvements. Conditions at boring locations may not be reflective of those elsewhere. NCWRF Pretreatment Facility Addendum #2 -March 2023 CAO SFWMD ERP MOFIDICATION PERMIT NCWRF Pretreatment Facility Addendum #2. -March 2023 CAO FLORIDA DEPARTMENT OF Environmental Protection South District PO Box2549 Fort Myers Fl 33902-2549 SouthDist ri ct@FloridaDEP.gov Permittee/ Authorized Entity: Colli er County Publi c Utili t ies D ep artm en t M att McLean 3339 Tami a m i Tra il East, S uite 30 1 Naples, FL 341 12 Matthew.McLean@colliercountyfl.gov Colli e r County North County WRF Headworks Environmental Resource Permit Ron DeSanUs Gove rn or Jeanette Nunez Lt. Governor Shawn Hamllton Interi m Secretary State-owned Submerged Lands Authorization -Not Applicable U.S. Army Corps of Engineers Authorization -Not Included Per mit No.: 1892 94-009 E M Permit Issuance Date: January 17, 2023 Permit Construction Phase Expiration Date: January 17, 2028 11·1r11•. Viorida!)f-·t' gm· CAO E nvironmental Resource Permit Permittee: Collier County Public Utiliti es Department Permit No: 189294-009 EM PROJECT LOCATION The activities authorized by this permit are located at I 0500 Good lette-Frank Rd. N, 00 I 67840006, Naples, Florida 34109, in Section 27, Townsh ip 48, Range 25, in Collier County. PROJECT DESCRIPTION The permittee is authorized to modify the newly permitted headworks fac ili ty at the Collier County North County Water Reclamation Facility and an additional 0.5 acres of paved area , buildings, and covered tanks. The modifications include the removal of 0.32 acres of the exist in g above ground storm water retention system and installation of underground conveyance pipes and structures to allow stormwater to flow as it has histo r ically. A UTHORJZA TIO NS Coll ier County North County WRF Headworks E nvironmental Resource Permit The Department has determ ined that the activ it y qualifies for an Env ironmental Re source Permit. Therefore, the Env ironmental Resource P ermit is hereby granted , pursuant to Part JV of Chapter 3 73 , Florida Statutes (F .S .), and Chapter 62 -330, F lorida Ad mini strative Code (F.A.C.). Sovereignty Submerged Lands Authorization As staff to the Board of Trustees of the lntern a l Improvement Trust F und (Board of Trustees), the Depa1tment ha s determined the activity is not on s ubmerged lands owned by the State of Florida. Therefore, your project is not subject to the requirements of Chapters 253 and 258, F.S., or Rules I 8- 21 , 18-20, 18-18 , F.A.C. Federa l Authorization This permit does not includ e Federal authorization o r imply the presence or limits of Waters of the United States (WOTUS) on the subject property. Activities that may impact WOTUS shall require a separate permit from the Corps. lt is recommended that you con tact your lo cal Corps office to determine whet her your project site conta in s WOTUS and /or if a Department of the Army permit is needed. A map of local Corps offices and the federal application form (ENG 4345) are avail able online at the Jacksonville Di strict Regulatory Division webs ite . Authority fo r review -an agreement with the USACOE entitled "Coordination Agreement Between the U.S. Army Corps of Eng ineers (Jacksonvi ll e District) and the F lorida Department of Environmencal Protection, or Duly Authorized Designee, State Programmatic General Permit", Section IO of the Riv ers and H arb or Act of 1899, and Section 404 of the Clean Water Act. Coastal Zone Management PermiLtee: Collier County Pu bl ic Utiliti es Department Permit No: 189294-009 EM Page 2 of9 Permit Expiration: January 17, 2028 CAO lssuance of this authorization also constitutes a finding of consistency with F lorida's Coastal Zone Management Program, as required b y Section 307 of the Coastal Zone Management Act. Water Quality Certification This permi t also constitutes a water quality certification under Section 401 of the C lean Water Act, 33 U.S.C. 1341. Other Authorizations You are advised that authorizations or permits for this activity may be required by other federal, state, regional, or local entities inc luding but not limited to local governments o r municipalities. T his permit does not relieve you from the requirements to obtain all other required permits or authorizations. The activity described may be conducted only in accordance with t he terms, conditi ons a nd attachments contained in this document. l ssuance and granting of th e permit and authorizations herein do not infer, nor guarantee, nor imply that future permits, authorizations , or modifications w ill be granted by the Department. PERMIT CONDITIONS The activities described must be cond ucted in accordance with: • The Specific Conditions • The Genera l Conditions • The limits, conditions a nd locations of work shown in the attached drawings • T he term limits of this a uthorization You are advised to read and understand these conditions and drawings prior to beginning the authoriz ed activities, and to ensure the work is condu cted in conformance w ith all the t erms, conditions, and drawings herein .-If you are using a contractor, the contracto r also should read and understand these cond itions an d drawings prior to beginning any activity. Failure to comply with these conditions, including any mitigation require ments, s hall be grounds for the Department to revoke the permit and authorization and to take appropriate enforcement act ion . Operation of the facil ity is not authorized except when determined t o be in conformance with all applicable rules and this permit, as described. SPECIFIC CONDITIONS -ADMINISTRATIVE I. All required submittals, such as cert ifications, monitorin g reports, notifications, etc., shall be submitted to the F lorida De partment of E nvironmental Protection, South District Office, Subm e rged Lands and Environmental Resource Permitting, P.O. Box 2549, Fort Myers, FL 33902-2549 or via e-mail to F T MERP Compliance@dep.state .fl .us. A ll subrnittals shal l include the project name and indi cated permit number when referring to this project. Note: In the event of an emergency, the Permittee should contac t the Department by calling (800)320-0519. During normal bus ine ss hours, the permilfee s hould call (239)344-5600. Pe rmittee: C olli er C ounty Public Utilities Department Pe rmit No: 189294-009 E M Page 3 o f9 P e rmit E xpiration : January 17, 20 28 CAO SPECIFIC CONDITIONS -CONSTRUCTION ACTIVITIES 2. The specific conditi o ns shall remain the same as the conditions listed for permit 188294-008 E l. SPECIFIC CONDITIONS LISTED SPECIES 3. This p ermit does not authorize the permittee to cause any adverse im pact to o r "take" of state listed species and other regulated species of fish and wildlife. Compl ia nce with state laws regulating the take offish and w i ldli fe is the responsibility of the owner o r appli cant associated with this project. Please refer to Chapter 68A-27 of the Florida Admin istrative Code fo r definitions of"take" and a list of fish and w il dl i fe species. If listed s pecies are o b served onsite, FWC staff are available to provide decision support inform ation or assist in obtainin g the a ppropriate FWC permits. Most marine endangered and threatened species a re statutori ly protected and a "take" permit cannot be issued. Requests for further in formation or review c an be sent to FWCConservationPlanningServices@MvFWC.com. SPECIFIC CONDITIONS -OPERATION AND MAINTENANCE AC TIVITIES 4. The s pecific cond itions shall remain the same as the conditions li sted for perm it 188294-008 E I SPECIFI C CONDITIONS-MONITORING/R EPORTING REQUIREMENTS 5 . T he specific condit ions shal l remain the same as the conditions listed for p e rm it 188294-008 ET. GENERAL CONDITIONS FOR INDIVIDUAL PERMITS The fo ll owing general conditions are bind ing o n all individual permits iss u ed u nder c hapter 62- 330, F .A .C., except where the conditions are not appli cable to the authorized activity, or where the conditions must be modified to accommodate project-specific conditions. I. All activities shall be imp lemented following th e plans, specifications and performance criteria approved by th is permit. An y d eviatio ns must be authorized in a permit m odification in accordance with Ru le 62-330.315 , F.A.C. A n y deviations that are not so authorized may subj ect the permittee to enforcement action and revocat ion of the permit under Chapter 373, F.S. 2 . A complete copy of this permit shall be kept at the work site of the pe rmitted activ it y dur ing the construction phase, and shall be avail ab le for review at t he work s ite upon request by the Agen cy staff. The permirtee shall require the contractor to review the compl ete pe rmit prior to beginnin g construct ion. 3. Activities shall be conducted in a manner that does not cause or contribute to violations of state water quality standards. Performance-based erosion and sediment control best management practices shall be install ed immediately prior to, and be main tai ned during and after construction as needed, to p re vent adverse impacts to the water resou rces and adjacent lands. Such pract ices shall be in accordance with the Slate of Florida Erosion and Sediment Control Designer and Reviewer Manual (Flo rida Department of Environmental Protection and Florida Department of Tram.portal ion June 2007), and the Florida Stormwa/er Erosion and Sedimentation Control Permittee: Collier County Public Utilities Department Permit No: 189294-009 EM Page 4 of 9 Permit Ex piration: January 17, 2028 CAO lmpector 's Manual (Florida Department of Environmental Protection, Nonpo int Source Management Section, Tallahass ee, Florida, July 2008), which are bot h incorporated by reference i·n subparagraph 62-330.050(9)(b)5., F.A.C., unless a project-specific erosion and sed iment control plan is approved or other water quality control measures are required as part of the permit. 4. At least 48 hours prior to beginning the authorized activities, the permittee shal l submit to the Agency a fully executed Form 62-330.350( I), "Construction Commencement Notice," [October I, 2013], which is incorporated by reference in paragraph 62-330.350( l )(d), F.A.C., indicating the expected start and completion dates. A copy of th is form may be obtained from the Agency, as described in subsection 62-330.0 I 0(5), F.A.C. If available, an Agency website that fulfi lls this notification requi rement may be used in lieu of the form. 5. Unless the permit is transferred under Ru le 62-330.340, F.A.C., or transferred to an operating entity under Rule 62-330.3 I 0, F.A.C., the permittee is liable to comply with the plans, terms and conditions of the permit for the life of the project or activity. 6. Within 30 days after completing construction of the entire project, or any independent portion of the project, the permittee shall provide the following to the Agency, as applicable: a. For an individual, p rivate single-family residential dwelling unit, duplex, triplex, or quadruplex "Construction Completion and Inspection Certification for Activ it ies Associated With a Private Single-Family Dwelling Unit" [Form 62-330.310(3)]; or b. For all other activities "As-Built Certification and Request for Conversion to Operational Phase" [Fonn 62-330.310( l )]. c . If available, an Agency website that fulfills this certification requirement may be used in lieu of the form. 7. If the final operation and maintenance entity is a third party: a. Prior to sales of any lot or unit served by the activity and within one year of perm it issuance, or within 30 days ofas-built certification, whichever comes fi rst, the permittee shal l submit, as applicable, a copy of the operation and maintenance documents (see sections 12.3 thru 12.3.3 of Volume I) as filed with the Department of State, Division of Corporations and a copy of any easement, plat, or deed restriction needed to operate or maintain the project, as recorded with the Clerk of the Court in the County in which the activity is located. b. With in 30 days of submittal of the as-built certification, the permittee shall submit "Request for Transfer of Envi ronmental Resource Permit to the Perpetual Operation Entity" [Form 62- 330.310(2)] to transfer the permit to the operation and maintenance entity, a long with the documentation requested in the form. If available , an Agency website that fulfills this transfer requirement may be used in lieu of the form. 8. The permittee shall notify the Agency in writing of changes required by any other regulatory agency that require changes to the permitted activity, and any required modification of th is permit must be obtained prior to implementing the changes. 9. T his permit does not: Permittee: Collier C o unty Public Utilities Department P ermit No: 189 294-0 09 E M Page 5 of9 Pe rmit Expira tion: January 17 , 2028 CAO a. Convey to the perm ittee any property rights or privileges, or any other rights or p rivileges other than those specified herein or in Chapter 62-330, F.A.C.; b. Convey to the perm ittee or create in the perm ittee any interest in real property; c. Relieve the permittee from the need to obtain and comply with any other requi red federa l, state, and local authorization, law, ru le, or ordinance; or d. Authorize any entrance upon or work on property that is not owned, held in easement, or controlled by the permittee. I 0 . Prior to conducting any activities on state-owned submerged lands or other lands of the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund, the permittee must receive all necessary approvals and authorizations under Chapters 253 and 258, F.S. Written authorization that requires formal execution by the Board of Trustees of the Internal Improvement T rust Fund shall not be considered received until it has been fu ll y executed . 11. The pennittee shall hold and save the Agency harmless from any and all damages, claims, or liabilities that may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any project authorized by the perm it. 12. The perm ittee shall notify the Agency in writing: a. Immediately if any previously submitted information is discovered to be inaccurate; and b. Within 30 days of any conveyance or division of ownership or control of the property o r the system, other than conveyance via a long-term lease, and the new owner shall request transfer of the permit in accordance with Rul e 62-330.340, F.A.C. T h is does not apply to the sale of lots or units in residential or commercial subd ivisions or condominiums where the stormwater management system has been completed and converted to the operation phase. 13. Upon reasonable notice to the permittee, Agency staff with prope r identification shall have permission to enter, inspect, sample and test the project or activities to ensure conformity with the plans and specifications authorized in the permit. 14 . If any prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal im plements, dugout canoes, or any other physical remains that could be associated w ith Native American cultures, or early colonial or American settlement a re e ncountered at any time within the project s ite area, work involving subsurface disturbance in the immediate vicinity of such discover ies shall cease. The permittee or other designee shal l contact the Florida Department of State, D ivision of Historical Resources, Compliance and Review Sect ion, at (850) 245-6333 or (800) 847-7278, as well as the appropriate permitting agency office. Such subsu r face work shall not resume without verbal or written authorization from the Division of Historical Resources. If unmarked human remains are encountered, all work shall stop immediately and notification shall be provided in accordance with Section 872.05, F.S. I 5 . Any de! i neation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other s upporting docu mentation, shall not be consid ered binding unless a specific cond ition of this permit o r a formal determination under R ule 62 - 330.201 , F.A.C., p rovides otherwise. Permittee: Collier County Public Utilities Department Permit No: 189294-009 EM Page 6 of 9 Permit Expirati o n: January 17, 2028 16. The permittee shall provide routine maintenance of a l l components of the stormwater manageme nt system to remove trapped sediments and debris. Removed materials shall be disposed of in a landfill or other uplands in a manner that does not require a permit under Chapter 62-330, F.A.C., or cause violations of state water quality standards. 17. This permit is issued based on the applicant 's submitted information that reasonably d emonstrates that adverse water resource-re lated impacts will not be caused by the completed permit activity. ff any adverse impacts result, the Agency will require the permittee to e liminate the cause, obtain any necessary permit modification, and take any necessary corrective actions to resolve the adverse impacts. NOTICE OF RI GHTS Th is action is final and effective on the date filed with the Clerk o f the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and I 20.57, F.S., before th e deadline for filing a petition. On the filing of a timely and sufficient petition, t his actio n will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formu late final agency action, the hearing process may result in a modification of th e agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rul e 28- 106.20 I, F.A.C., a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency 's file o r identification number, if known; (b) The name, address, any e mail address, any facsimile number, and telephone number of the petitioner; the name, address, a nd telephone number of th e petitioner 's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A s tatement of when and how the petitioner received notice of the agency decision ; ( d) A statement of all disputed issues of materia l fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the pet itioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the s pec ific rul es or statutes that the petitioner contends require reversal or modification of the agency's proposed action , including an explanation of how the alleged facts relate to the specific rules o r statutes; and (g) A statement of the relief sought by the petiti oner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. Pennittee: Coll ier County Public Utilities Department Permit No: 189294-009 EM Page 7 of 9 Permit Expiration : January 17, 2028 CAO The petition must be filed (received by the Clerk) in the O ffice of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000. A lso, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with Rule 62-1 10.106(3), F.A.C., petiti o ns for an administrative hearing by the applican t must be filed with in 21 days of receipt of this written notice . Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of publication of the notice or w ithin 2 1 days of receipt of the written notice, whichever occurs first. Under Section 120.60(3), F.S ., however, any person who has asked the Department fo r notice of agency action may file a petition within 21 days of receipt of such notice, regardless of the date of publication. The failure to file a petition w ithin the appropri ate time period shall constitute a waiver of that person's right to request an admi ni strative determ in ation (hearing) under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent interventi on (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the fi li ng of a motion in compliance with Rule 28-106.205 , F.A .C. Extension of Time Under Rul e 62-110.106( 4), F.A.C., a person whose s ubstantial interests are affected by the Department's action may also request an extension of time to fi le a petition for a n adm inistrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension ohime must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35 , Tal lahassee, Florida 32399-3000, before the appl icable deadline for fil ing a petition for an administrative hearing. A ti mely request for extension of time shall toll the running of the time period for filing a petition unti l the request is acted upon. Mediation Mediation is not avai lable in this proceeding. FLAW AC Review The applicant, or any party within the meaning of Section 373.114( I )(a) or 373.4275, F .S., may also seek appellate review of this order before the Land and Wate r Adjud icatory Commission under Section 373 .1 14(1) or 373.4275, F.S. Requests for review before the L and and Water Adjudicatory Commission must be filed with the Secretary of the Commi ssion a nd served on the Department with in 20 days from the date when th is order is filed with the Clerk of the Department. Judicial Review Once thi s decis ion becomes final , any party to this action has the right to seek judic ial review pursuant to Section 120.68, F.S., by fil ing a Notice of Appeal pursuant to R u les 9.110 and 9.190, Flo ri da Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel, 3900 Comm onwealth Boulevard, M.S. 35 , Tallahassee, Florid a 32399-3000; and by Permittee: Collier C ounty Public Utilities De pa rtment Permit No: 189294-009 E M Page 8 of 9 Pennit E xpiration: January 17, 2028 CAO filing a copy of th e Notice of Appea l accom panied by the applicable -filing fees w ith the a pp ropriate District Court of Appeal. The Notice of Appeal must be filed w ithin 30 days fro m the date thi s action is fi led with the Clerk of the Department. Executed in Fort Myers, Florida. Attachments: 9 project drawings CERTIFICATE OF SERVICE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Jennifer Carpent er Director of District Management South Di strict Office The undersigned duly designated deputy clerk hereby certifi es that th is docu ment and a ll attachments, including a ll copies, were sent to the addressee and to the following listed persons: Frank Feeney, Q. Grady Minor & Assoc iates, P.A., ffeeney@ gradyminor.com Matt McLean, Collier County Public Utilities D epartment, matthew.mclean@collie rcountyfl.gov FILING AND ACKNOWLED GMENT FILED, o n this date, pursuant to Section 120.52(7), F.S ., w ith the designated D e pa rtment clerk, rece ip t of which is hereby acknowledged. /J . ____JA---,; Clerk January 17, 2023 Date Permittee: Collier County Pu blic Utilities Department Permit No: 189294-009 E M Page 9 o f9 Permit Expiration: Janua ry I 7, 2028 CAO n ~ North County Water Reclamation Facility (NCWRF Pretreatment Facility) te Development Plan Insubstantial Change to PL20120001111 Located in Collier County Section 27, Township 48 South, Range 25 East Pl ans P re.e_ar e d For: eofAer County ~ Engineering and Project Management Division Public Util~ies Department Project Manager. Wayne Karlovich 3339 Tamiami Trai l East. Su~e 303 Naples, FL 34112 Tel: (239) 252-4233 Fax: (239) 252-3989 Property Owner: BOARD of COLLIER COUNTY COMMISSION ERS Rick Locastro District 1 (Vtee Chairman) Anay Solis. Esq. District 2 Burt L Saunders District 3 Penny Taylor Do strict 4 Vv1lliam L. McDaniel. Jr. District 5 (Chairman) Prope rty D ata: Use: Conditional Ordinance No.: 92-52 Current Zoning-( I) Industrial Fo lio Number. 00167840006 1il Know what's below. Call before you dig. DESIGN TICKET No.: Collier County Project No.: 70149.1 Location M a p NI S Prepared by: g crad yM in or tJC.t.od>\ll-,111-A-~I•,, .lllOO ~1,1 0-1 lto """"-" ....... l'\oorl""' ,Ul.1~ Cl\11 i?.ll,gl!M'trs l..omd Sul'\'1")'61$ , l'1;1.111M'nil , 1.-.ntkc.apt: \rchll«hi <-.,_ot,tMb~•i• c;,l'\,.,\-Ull...:Si,1 1-.ic~• l ....:.U~?~l"l9t7111l • • • r.r•'1J l(/,r11r n•• ,..,,, U-,;..,-:IJ!ii 6ff 01K1 I ndex of Shee ts °":& No. Dt.si..·uption , CO¥tlla-U1-1t<Oll). .. ,.,.,.,S ,. 40!""~-~CC)l,()f"IQl4 4. 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"'" ;;,~~; r • • · -• :· ~ '!°,i_ : . ,: L si~.l ROW sill'' FENCE -/ .WO (2) YfltR£0 , L,.,;-1 " o' , \ -~ I ': : ! \ j,, ' II ·1 'I' END STR\JC T'URES • ,, 0 11 \ 1 \ 11• ! 'J:~ ,::\ 'I : :: : : f. TO aE ~llAO\I(~ ,• 1 ,: 'U I ::•: 'i --------~_J l I~ I \ i~, .f ,J r t' • I t \ ,1l11 : : , "°" 1 , , , " , , , : \ frr:.:-;-• -, -, -• -, -• -, -• • -• -• • -• , _.~-~·•-it: -r 1 , 1,JI ,1: .. l e '. -='=""; ~ == ;,--; ~ =c: 7 ~ ~ ~7 ! '="='= . ,,:;, ~ .( ! 1 / \ ' • •t,r, ' -' -' •• ' -' -' ·--' -' -' ' -' ·• -'-c; 1 '. :: • '• : ' 1 :H I •:': • ;.==:'~::=-=:,c.c"==-:~-:ecc~*~~~~" :,\ :, <I.A,.,.._,..,, \ _f,,+ .~~r.t"lilk> ) I i rt~------··· -----·-· -,· -; ! jf \?'~ :1: i I -..G.. ~•w I I ~ -~<.,_-__-,_::r.~=-s == .,,,.,,~----"~~•.:,z=:P>,~•-•..1.-'!'l'---;-~~~~L;J, ::: ! -"n •cradyMinor .,,A __ ,_ ... ~,., NORTH COUNTY lfATER RECLAJIATION FACILITY '~~-~ -=•• -__ .,.;_••,,:.:;::>;;:;: -=--~ t ·· 11 · . EROSION CONTROL ond " ¾ '°" -~ a, &~11tt1~ l,.,11uJ :SUl'\'t:)'Ors Plit1111u~ • t ... 't11ttil"-4lM: ~n:1111t\i$ DEMOLITION PL.AN ""'11. '- -~ .. -4 .... "'_,,, C.rl .... ,-lA\""'6UI --u:a-t--......-=c;;;;;;=;-;;;-:;;=========~ w:-:~: l ►'w!.~,. ?Jll1,'41 ,l8t! o.c>----~ ... ~.;o.--~~ ... :-.... ,tl'l ,O,O"?iQ ===~---! ~,..:-,;,o ~..,_~ .. ~~•M I...-OWfiM 0•l•-=~~~~ !!HUT 5 Of" S ! "' "• :: ~ ,, -! County 11.-1 1>«&1 6".(f',r,1,o,,. ,;-6011..., ir.--.!39 1Ht 11 1-1 ..... 1;,.,nJ1111o-r '"• m Hr ~ ! t -~L i ' ~ ~ ,· : • i ~ i I! .! ,_ .. l ~ V ~ 5Z "-j; ~ H ~ :i z ii <., ., :5 H .. ~ ~ l=! «i ~ in f; t i ' " ti :, 8 11 1: .. §1 CAO ,, I -.·-· ,.I,,, ... 7i CAO I I ' !l ' • 1,~ cJ I :I : h I---' J I ·l 'i , I ·t~ I ; I I ·i · 1~ M :-<? -• I ' ,i-: ! o, •• ... H 6 1~ M ff ' ,,,,, .. ,, ""''"'• ·---,W••-"'\-•-~-,-,~~ ~ i i ! s~l·:i!~ I d ~t . qg -_L_I_ ~=--JE ) -,.;;-.,. ~·· i CAO ' I 'i .,.,,. •1• ,:,,,,..,, ... ,~ ..... ,..._ ..... ;w CAO NCWRF Pretreatment Facility Addendum #2 -March 2023 SDPIAPPROVALLETTER CAO February 15, 2023 Grady Minor -Joanna Taylor 3800 Via Del Rey Bonita Spri ngs, FL 34134 Co~er County Growth Management Department Development Review Diviston RE : Insubstantial Change No . PL20220007361 North County Wastewater Reclamation Facility (SDPI) Dear Appl icant: Th is is in response to your submittal of plans showing modification to PL2021000 1522 to re locate several of the mechanical, sewage processing systems, Air Bio-scrubbers, and minor modifications to the facility footprint. Th is office has reviewed the plans and has no objection to the changes shown unless noted under stipulations. STIPULATIONS • Issuance of a development permit by a county does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fa ils to obtain requis ite approvals or fu lfi ll the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federa l law. This permit is conditioned on all other applicable state or fede ra l permits being obtained before commencement of the development. • Per Ord inance 202 1--48, onsite processing of construction demolition debris and crushing of inert waste materials from an off-site location is proh ibited unless allowed in a previously approved conditional use or Board of County Commissioners approved development order. • Development Review -Provide approved ERP prior to the preconstruction meeting. SIGNAGE RESTRICTIONS: • Please be advised that any permanent sign (wa ll , ground , monument, directory , etc.) req uires a separate building permit and must meet the provisions of the Collier County Land Development Code. Section 5.06.00, and/or the applicable provisions of the governing Planned Un it Development (PUD) document, regardless of any sign placement, dimensions, or color depicted on the site and/or architectural plans approved by this letter. Please contact Annis Moxarn at (239) 252-5519 to coordinate possible addressing changes. "Be advised that this project has been reviewed by staff in accordance with the applican t's description of work as identified in the cover letter. The applicant bears full responsibility for identifying all proposed work and building permits for any work shown changed on the plans but not identified in the cove r letter may be rejected pending further staff review," Sincerely, Growth Management Department 2800 N. Horseshoe Dr. Naples , Florida 34104 239-252-2400 CAO NCWRF Pretreatment Facili ty Addendum #2 -Ma rch 2023 FDEP PERMIT REVISION CAO July 6, 2021 In the Matter of an FLORIDA DEPARTMENT OF Environmental Protection South District PO Box2549 Fort Myers FL 33902-2549 SouthD istrict@Florida D EP .gov Appl icati on for Permit Revision by : Collier Coun ty -Domestic Wastewater Collier County North County WRF Ron DeSantls Governor Jeanette Nunez Lt. Governor Shawn Hamllton Inte rim Secretary Steve Messner, Wastewater Director Collier County Water -Sewe r D istrict 3339 Tamiami Trail , Suite 303 Naples, FL 34112 Rehabilitation of the Aerated Grit Removal System PA File Number: FL0 14 1399-040-DW J Steve .Messner@col I i ercountv fl .iwv NOTICE OF PERMIT REVI SION This l etter i s a response to the request submitted on Jun e 23, 202 1 to mod i fy the referenced facility. The facility currently has a headworks system, but requires replacement as part of the planned preventative maintenance program. The D epartment of Environmental Protection ('·Department") hereby approves the request to replace the facility's headworks sys tem . The permit i s modified under Section 403 , Florida Statutes, as indicated be l ow: T he following paragraph is added to the Wastewater T reatme nt Section on Page I of th e Permit: The permittee i s authori zed to remove and replace the facility's headworks system. The replaceme nt system consists of four coarse influent screens , a grit removal system, a fine screen ing system consisting of four I-mm drum screens and an odor control system consisting of a bio-tri ckling filter tower with syntheti c med i a to remove process odors. Be adv ised that Pe rmit Conditions Vl.6. a nd 7 pe rt a in to thi s pe rmit revis ion as follows: 6. The permittee shal l subm i t D EP Form 62-620.9 I 0( 12), Notification of Compl etion of Constructi on for Wastewater Fac i l ities or Activities, upon compl etion of construction of the headworks system, i n accordance w ith Section VI., Condition I of the pe rmit. 7. Within six months after a facility i s placed in ope ration, the permittee shall provide written certification to the Department's Fort Myers office on Form 62-620.910( 13) that record drawings pursuant to Chapter 62-600, F.A.C., and that an updated ope rati on and maintenance manual pursuan t to Chapters 62-600 and 62-6 10, F.A .C., as applicable, are available at the location spec ified on the form. [62- 620.630(7)} All oth er conditio ns of the pe rmit, FL0 l41 399 s ha ll remain un changed. This no tice of permit revi s ion be comes a part of the pe rmi t a nd s hall be attached to th e permit. The Department's proposed agency action shall become final unless a timel y petit ion for an admin i strative hearing is filed under Secti ons 120.569 and 120.57, Florida Statutes, within fourteen days of receipt of notice. The procedures for peti tioning for a hearing are set forth below. CAO Mr. Steve Messner July 6 , 2021 Page 2 of3 A person whose substantial interests are affected by the Department's proposed permitting de cision may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, Florida Statutes. The petition must contain the information set forth below and must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35 , Tal lahassee, Florida 32399-3000. Under Rule 62-110.106(4), Florida Administrative Code, a person may request an extension of the time for filing a petition for an administrative hearing. The request must be filed (received by the Clerk) in the Office of General Counsel before the end of the time period for filing a petition for an administrative hearing. Petitions by the applicant or any of the persons listed below must be filed within fourteen days of receipt of this written notice. Petitions filed by any persons other than those entitled to written notice under Section 120.60(3), Florida Statutes, must be filed within fourteen days of publication of the notice or within fourteen days of receipt of the wr itten notice, whichever occurs first. Section 120.60(3), Florida Statutes, however, also allows that any person who has asked the Department in writing for notice of agency action may file a petition within fourteen days ofreceipt of such notice, regardless of the date of publication. The petitioner shall mail a copy of the petition to the applicant at the address indicated above at the time of filing. The failure of any person to file a petition or request for an extension of time within fourteen days of receipt of notice shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, Florida Statutes. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205, Florida Administrative Code. A petition that disputes the material facts on which the Department's action is based must contain the following information, as indicated in Rule 28-106.20 I, Florida Administrative Code: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, any e-mail address, any facsimile number, and telephone number of the petitioner, if the petitioner is not represented by an attorney or a qualified representative; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceed ing; and an explanation of how the petitioner's substantial interests will be affected by the determination ; (c) A statement of when and how the petitioner received notice of the Depa11ment's decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the Department's proposed action ; (f) A statement of the specific rules or statutes the petitioner contends require reversal or mod ification of the Department's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, s tating precisely the action petitioner wishes the Department to take with respect to the Department's proposed action. Because the administrative hearing process is designed to fonnulate final agency action, the filing of a petition means that the Department's final action may be different from the position taken by it in this notice. Persons whose substantial interests will be affected by any such final decision of the Department have the right to petition to become a party to the proceeding, in accordance with the requirements set forth above. Mediation under Section 120.573 , Florida Statutes, is not available for this proceeding. This permit action is final and effective on the date filed with the Clerk of the Department unless a petition (or request for an extension of time) is filed in accordance with the above. Upon the timely filing of a petition ( or request for an extension of time), this pennit will not be effective until further order of the Department. Any party to the permit has the right to seek judicial review of the perm it action under Section 120.68, Florida Statutes, by the filing of a notice of appeal under Rules 9.110 and 9.190, Florida Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel , 3900 Commonwealth Boulevard, Mail CAO Mr. Steve Messner July 6, 2021 Page3 of3 Station 35, Tallahassee, Florida, 32399-3000, and by filing a copy of the notice of appea l accompanied by the applicable filing fees with the appropriate district court of appeal. The notice of appeal must be filed within 30 days from the date when this permit action is fi led with the Clerk of the Department. EXECUT I ON AND CLERKI NG Executed in Orlando, Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Jon M. Iglehart Director of District Management CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk he reby certifies that this document and all attachments were sent on the filing date below to the following listed persons: Ronald R. Cavalieri, P.E., AECOM Technical Serv ices, Inc., ronald.cava lier i@ aecom.co111 FILING AND ACKNOWLEDGMENT FILED , on this date , pursuant to Section 120.52 , F. S., with the designated Department Clerk, receipt of which is hereby acknowledged . C lerk July 6. 2021 Date CAO REPORT OF GEOTECHNICAL EXPLORATION NCWRF Pretreatment Facility Addendum #2. -March 2023 CAO Universal Engineering Sciences Florida's Leading Engineering Source Report of Geotechnical Exploration NCWRF -Headworks & Ancillary Structures 10500 Goodlette-Frank Road Naples, Collier County, Florida November 7, 2022 UES Project No.: 0530.2200314.0000 For: AECOM UNIVERSAL 6NG I NEERING SCH:NCES CAO Mr. Ron Cavalieri , P.E., BCEE AECOM 4415 Metro Parkway, Suite 404 Fort Myers, Florida 33916 Phone: (813)765-5353 Email: Ronald .Cavalieri@aecom.com Site: NCWRF -Headworks & Ancillary Structures 10500 Goodlette-Frank Road Naples , Collier County, Florida UES Project No. 0530 .22000314.0000 Dear Mr. Cavalieri: November 7, 2022 Universal Engineering Sciences (UES) has completed the subsurface exploration and geotechnical engineering evaluation for the above-referenced project in accordance with the geotechnical and engineering service agreement for this project. The scope of services was completed in accordance with our Geotechnical Engineering Proposal (0530.0321.00049 & 0530 .0922.00029) planned in conjunction with and authorized by you. EXECUTIVE SUMMARY The purpose of our subsurface exploration was to classify the nature of the subsurface soils and general geomorphic conditions and evaluate their impact upon the proposed construction. This report contains the results of our subsurface exploration at the site and our engineering interpretations of these, with respect to the project characteristics described to us including providing recommendations for site preparation and the design of the foundation system. UES understands that the project will consist of the design and new construction of Headworks structure along with ancillary structures (odor control pad , generator pad and electrical enclosure building) at the existing North County Water Reclamation Facility (NCWRF) located at 10500 Goodlette-Frank Road in Naples , Collier County , Florida. UES also understands that the ancillary structures will not be structurally attached to the headworks structure. No loads were provided for the structures at the time of this report. UES was provided with a copy of site layout plan dated October 2022, and existing conditions plan dated September 2022 prepared by you depicting the location of the proposed improvements. Boring locations and depths were selected in coord ination with AECOM. UES previously provided a report (0530 .2100118.0000 R1 dated July 15, 2021) for the headworks structure and the plans were changed after that, therefore you requested us to perform additional exploration at the site. The project site was previously utilized as a retention area , we expect site grading to include removal of the upper topsoil and the placement of approximately 3 to 4 feet of fill material to raise existing elevations to final grades. The recommendations provided herein are based upon the above considerations. If the project description has been rev ised, please inform Universal Engineering Sciences so that we may review our recommendations with respect to any modifications. 201 Waldo Avenue North • Lehigh Acres, Florida 33971 • (239) 489-2443 • (239) 489-3438 (fax) www.UniversalEngineering.com OF FICE S T HROUGHOUT FLORI DA CAO Proposed NCWRF Naples, Collier County, Florida UES Project No. 0530.2200314.0000 Geotechnical Report November 7, 2022 Page 2 of 17 Our initial exploration initiated on April 13, 2021 and completed on April 20, 2021 consist of: Ea Three (3) Standard Penetration Test (SPT) borings advanced to depths of approximately 50 to 100 feet below ground surface (BGS) within the footprint of the headworks structure. An additional four (4) hand auger borings were completed to depths of approximately 5 feet BGS to better explore the site. Our supplemental exploration in itiated on October 18, 2022 and completed on October 19, 2022 consist of: W Two (2) Standard Penetration Test (SPT) borings advanced to depths of approximately 40 feet BGS within the footprint of the proposed headworks structure expansion area. W One (1) Standard Penetration Test (SPT) boring advanced to a depth of approximately 30 feet BGS within the areas of the ancillary structures. The subsurface soil conditions encountered at this site generally consist of loose to medium dense sands (SP), very loose to medium dense slightly silty sands (SP-SM), very loose to medium dense silty sands (SM), very soft to firm sandy silts (ML), very loose to loose slightly clayey sands (SP-SC), very loose to loose clayey sands (SC), very soft to soft sandy clays (CL), and soft weathered limestone (WLS) to the boring termination depths. Please refer to "Appendix D: Record of Test Borings" for a detailed account of each boring. UES understands that the proposed headworks structure is planned to be supported on conventional shallow foundation system with ground improvement techniques. UES recommends performing vibro-replacement ground improvement operations at this site to re nder the subsurface conditions favorable for the support of the proposed headworks structures. Recommendations for ground improvement are presented in Section 3.3 of this report. Based on ou r one soil boring and knowledge of the project at the time of this report, the subsurface soil conditions at the project site are generally favorable for the support of the proposed ancillary structures (odor control pad, generator pad and electrical enclosure) on shallow foundations with maximum loading conditions on the order of 100 kips for individual column footings 7 kips per linear foot (kif) for continuous wall footings. A maximum allowable bearing pressure of 2,500 psf may be used for foundation design. Based on the projected loads, expected settlement of the structure is less than 1 inch total and less than ½ inch differential. CAO Proposed NCWRF Naples, Collier County, Florida UES Project No. 0530.2200314.0000 Geotechnical Report November 7, 2022 Page 3 of 17 We appreciate the opportunity to be of service to you on this project and look forward to a continued association. Please do not hesitate to contact us if you have any questions or comments , or if we may further assist you as your plans proceed. Respectfully Submitted, Universal Engineering Sciences Certificate of Authorization Number 4930 Ashok Neela Staff Engineer This document has been digitally signed and sealed by on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. CAO Proposed NCWRF Naples, Collier County, Florida UES Project No. 0530.2200314.0000 TABLE OF CONTENTS Geotechnical Report November 7, 2022 Page 4 of 17 1.0 INTRODUCTION .................................................................................................................................... 5 1.1 Scope of Services ............................................................................................................................ 5 1.2 Project Description .......................................................................................................................... 5 2.0 OBSERVATIONS ................................................................................................................................... 5 2.1 Site Inspection ................................................................................................................................. 5 2.2 Field Exploration .............................................................................................................................. 6 2.3 Visual Classification ......................................................................................................................... 6 2.4 Geomorphic Conditions ................................................................................................................... 7 2.5 Existing Groundwater Level. ............................................................................................................ 7 2.6 Seasonal High/Low Groundwater Level .......................................................................................... 7 3.0 ENGINEERING EVALUATION AND RECOMMENDATIONS ............................................................... 8 3.1 General ............................................................................................................................................ 8 3.2 Shallow Foundation -Ancillary Structures ....................................................................................... 9 3.2.1 Site Preparation ..................................................................................................................... 9 3.2.2 Design of Footings ............................................................................................................... 10 3.2.3 Ground Floor Slabs/Equipment Slabs .................................................................................. 10 3.3 Ground Improvement with Vibro-Replacement Method -Headworks Structure ........................... 11 3.3.1 General ................................................................................................................................. 11 3.3 .2 Backfill Materials .................................................................................................................. 11 3.3 .3 Equipment and Procedure ................................................................................................... 11 3.3.4 Soil Improvement Depths ...................................................................................................... 12 3.3.5 Monitoring and Testing ......................................................................................................... 12 3. 3.6 Soil Improvement Criteria ..................................................................................................... 13 3.3.7 Post Vibro-Replacement Site Preparation ........................................................................... 13 4.0 EARTH RETAINING WALLS ............................................................................................................... 14 5.0 SEISM IC SITE CLASSIFICATION ....................................................................................................... 16 6.0 CONSTRUCTION RELATED SERVICES ........................................................................................... 16 7.0 REPORT LIMITATIONS ....................................................................................................................... 17 8.0 BASIS FOR RECOMMENDATIONS ................................................................................................... 17 Appendix A -Vicinity Map Appendix B -Test Location Plan Appendix C -Notes Related to Borings Appendix D -Record of Test Borings Appendix E -Discussion of Soil Groups Appendix F -Laboraory Test Results m CAO Proposed NCWRF Naples, Collier County, Florida UES Project No. 0530.2200314.0000 1.1 Scope of Services 1.0 INTRODUCTION Geotechnical Report November 7, 2022 Page 5 of 17 The objective of our geotechnical services was to collect subsurface data for the subject project, summarize the test results, and discuss any apparent site conditions that may have geotechnical significance for proposed structure construction. The scope of our services was lim ited to t he following: 1. Conduct six Standard Penetration Test (SPT) and four hand auger borings to determine the nature and condition of the subsurface soils and preparing record logs of these soil borings depicting the subsurface soil conditions encountered during our field exploration . 2. Review each soil sample obtained during our field exploration for classification and additional testing , if necessary. 3. Evaluate the existing soil conditions found during our exploration with respect to foundation support for the proposed structure . 4. Prepare this report to document the results of our field exploration , engineering analysis and foundation design recommendations. 1.2 Project Description UES understands that the project will consist of the design and new construction of Headworks structure along with ancillary structures (odor control pad , generator pad and electrical enclosure building) at the existing North County Water Reclamation Facility (NCWRF) located at 10500 Goodlette-Frank Road in Naples, Collier County, Florida . UES also understands that the ancillary structures will not be structurally attached to the headworks structure . No loads were provided for the structures at the time of this report. UES was provided with a copy of site layout plan dated October 2022 , and existing conditions plan dated September 2022 prepared by you depicting the location of the proposed improvements. Boring locations and depths were selected in coordination with AECOM . UES previously provided a report (0530.2100118.0000 R1 dated July 15, 2021) for the headworks structure and the plans were changed after that, therefore you requested us to perform additional exploration at the site. The project site was previously utilized as a retention area, we expect site grading to include removal of the upper topsoil and the placement of approximately 3 to 4 feet of fill material to raise existing elevations to final grades. The recommendations provided herein are based upon the above considerations. If the project description has been revised , please inform Universal Engineering Sciences so that we may review our recommendations with respect to any modifications. 2.0 OBSERVATIONS 2.1 Site Inspection The recovered samples were not evaluated , either visually or analytically, for chemical composition or environmental hazards. UES would be pleased to perform these services for an additional fee , if required. EEi CAO Proposed NCWRF Naples, Collier County, Florida UES Project No. 0530.2200314 .0000 2.2 Field Exploration Geotechnical Reporl November 7, 2022 Page 6 of 17 Our initial exploration initiated on Apri l 13, 2021 and completed on April 20 , 2021 consist of: !±I Three (3) Standard Penetration Test (SPT) borings advanced to depths of approximately 50 to 100 feet below ground surface (BGS) within the footprint of the headworks structure. An additional four (4) hand auger borings were completed to depths of approximately 5 feet BGS to better explore the site. Our supplemental exploration initiated on October 18, 2022 and completed on October 19, 2022 consist of: !±I Two (2) Standard Penetration Test (SPT) borings advanced to depths of approximately 40 feet BGS within the footprint of the proposed headworks structure expansion area. !±I One (1) Standard Penetration Test (SPT) boring advanced to a depth of approximately 30 feet BGS within the areas of the ancillary structures. The locations of the borings performed are illustrated in "Appendix 8: Test Location Plan". The Standard Penetration Test (SPT) boring method was used as the investigative tool within the borings. SPT tests were performed in substantial accordance with ASTM Procedure D-1586, "Penetration Test and Split-Barrel Sampling of Soils". This test procedure consists of driving a 1 .4-inch I.D. split-tube sampler into the soil profile using a 140-pound hammer falling 30 inches. The number of blows per foot, for the second and third 6-inch increment, is an indication of soil strength. The soil samples recovered from the soil borings were visually classified and their stratification is illustrated in "Appendix D: Record of Test Borings". It should be noted that soil conditions might vary between th e strata interfaces shown on the logs. The soil boring data reflect information from a specific test location only. Site specific survey staking for the test locations was not provided for our field exploration . The indicated depth and location of each test was approximated based upon existing grade and estimated distances and re lationships to obvious landmarks. The boring depths were selected based on our knowledge of vicinity soils and to include the zone of soil likely to be stressed by the proposed construction. 2.3 Visual Cla ssification Soil samples recovered from our field exploration were returned to our laboratory where they were visually classified in general accordance with ASTM D-2488. Samples were evaluated to obtain an accurate understanding of the soil properties and site geomor phic conditions. After performing a review of the recovered site soils, the following laboratory test s were performed: Fines Content Determination 6 ASTM C-117 Moisture Content Determination 6 ASTM D-2216 Plasticity Index 2 ASTM D-4318 Organic Content Analysis 3 AASHTO T-267 CAO Proposed NCWRF Naples, Collier County, Florida UES Project No. 0530.2200314.0000 Geotechnical Report November 7, 2022 Page 7 of 17 Please refer to Appendix F for the laboratory results sheets for each test performed , and please refer to Appendix D for the presentation of these tests on the boring logs . Bag samples of the soil encountered during our field exploration will be held in our laboratory for your inspection for 30 days and then discarded unless we are notified otherwise in writing. 2.4 Geomorphic Conditions Boring logs derived from our field exploration are presented in "Appendix D: Record of Test Borings". The boring logs depict the observed soils in graphic detail. The Standard Penetration Test borings indicate the penetration resistance, or N-values, logged during the drilling and sampling activities. The classifications and descriptions shown on the logs are generally based upon visual characterizations of the recovered soil samples. All soil samples reviewed have been depicted and classified in general accordance with the Unified Soil Classification System, modified as necessary to describe typical southwest Florida conditions. See "Appendix E: Discussion of Soil Groups", for a detailed description of various soil groups. The subsurface soil conditions encountered at this site generally consist of loose to medium dense sands (SP), very loose to medium dense slightly silty sands (SP-SM), loose to medium dense silty sands (SM), very soft to firm sandy silts (M L), soft sandy clays (CL), and very soft to soft weathered limestone (WLS) to the boring termination depths. Please refe r to "Appendix D: Record of Test Borings" for a detailed account of each boring. 2.5 Existing Groundwater Level On the dates of our initial field exploration (April 13 and 20, 2021 ), the groundwater table was encountered at depths of approximately 4 to 6 feet BGS. On the dates of our supplemental field exploration (October 18 and 19, 2022), the groundwater table was encountered at depths of approximately 2 to 5 feet BGS. The encountered water levels at the boring locations are shown on the individual boring logs in Appendix D. Fluctuations in groundwater levels should be anticipated throughout t he year, primarily due to seasonal variations in rainfall, surface runoff, and other factors that may vary from the time the borings were conducted. No additional investigation was included in our scope of work in relation to any existing well fields in the vicinity. Well fields may influence water table levels and cause significant fluctuations. If a more comprehensive water table analysis is necessary, please contact our office for additional guidance. 2.6 Seasonal High/Low Groundwater Level Based on historical data, the rainy season in Southwest Florida is between June and October of the year. In order to estimate the seasonal high water level at the boring locations, many factors are examined, including the following: • Measured groundwater level • Drainage characteristics of existing soil types • Current & historical rainfall data • Natural relief points (such as lakes, rivers, wetlands, etc.) • Man-made drainage systems (ditches, canals, retention basins, etc.) • On-site types of vegetation • Review of available data (soil surveys , USGS maps, etc.) • Redoximorphic features (mottling , stripping , etc.) CAO Proposed NCWRF Naples, Collier County, Florida UES Project No. 0530.2200314.0000 Geotechnical Report November 7, 2022 Page 8 of 17 Due to the sites existing nature as use of a retention basin with stormwater flow diverted to the area, we estimate that the seasonal high groundwater level at the boring locations would occur at the existing ground surface or possibly higher. Due to the areas continued use as a stormwater retention basin a natural (pre-development) seasonal high water table is unable to be obtained. Based on the encountered groundwater table and information obtained from USDA NRCS Web Soil Survey for Collier County, the seasonal low water table may reach a depth beyond BO-inches below existing site grade during extended dry periods. It should be noted that the estimated seasonal high and low water levels provided should be considered accurate to approximately ±1 foot and do not provide any assurance that groundwater levels will not exceed these estimated levels during any given year in the future. Should the impediments to surface water drainage be present, or should rainfall intensity and duration, or total rainfall quantities, exceed the normally anticipated rainfall quantities, groundwater levels might exceed our seasonal high and low estimates. Further, it should be understood that changes in the surface hydrology and subsurface drainage from on-site and/or off-site improvements could have significant effects on the normal and seasonal high and low groundwater le vels. 3.0 ENGINEERING EVALUATION AND RECOMMENDATIONS 3.1 General A foundation system for any structure must be designed to resist bearing capacity failures, have settlements that are tolerable, and resist the environmental forces that the foundation may be subjected to over the life of the structure. The soil bearing capacity is the soil's ability to support loads without plunging into the soil profile. Bearing capacity failures are analogous to shear failures in structural design and are usually sudden and catastrophic. The amount of settlement that a structure may tolerate is dependent on several factors including: uniformity of settlement, time rate of settlement, structural dimensions and properties of the materials. Generally, total or uniform settlement does not damage a structure but may affect drainage and utility connections. These can generally tolerate movements of several inches for building construction. In contrast, differential settlement affects a structure's frame and is limited by the structural flexibility. UES understands that the proposed headworks structure is planned to be supported on conventional shallow foundation system with ground improvement techniques. UES recommends performing vibro-replacement ground improvement operations at this site to render the subsurface conditions favorable for the support of the proposed headworks structures. Recommendations for ground improvement are presented in Section 3.3 of this report. Based on our one soil boring and knowledge of the project at the time of this report , the subsurface soil conditions at the project site are generally favo rab le for the support of the proposed ancillary structures (odor control pad, generator pad and electrical enclosure) on shallow foundations with maximum loading conditions on the order of 100 kips for individual column footings 7 kips per linear foot (kif) for continuous wall footings. A maximum allowable bearing pressure of 2,500 psf may be used for foundation design. Based on the projected loads, expected settlement of the structure is less than 1 inch total and less than ½ inch differential. CAO Proposed NCWRF Naples, Collier County, Florida UES Project No. 0530.2200314.0000 Geotechnical Report November 7, 2022 Page 9 of 17 We note that the applicability of geotechnical recommendations is very dependent upon project characteristics, specifically ( 1) improvement locations, (2) grade alterations, (3) and actual applied structural loads. For that reason , UES must be provided with and review the preliminary and final site and grading plans , and structural design loads to validate all recommendations provided in this report. Without performing this review, our recommendations should not be relied upon for final design or construction of any site improvements. 3.2 Shallow Foundation -Ancillary Structures The subsurface soil conditions at the project site are generally favorable for the support of the proposed building sections (odor control pad , generator pad and electrical enclosure building) on shallow foundations if the maximum co lumn and walls loads are less than those previously mentioned , and the estimated settlement values are acceptable. A maximum allowable bearing pressure of 2,500 psf may be used for foundation design. 3.2.1 Site Preparation UES recommends the following compaction requirements for this project: ► Proof Roll ................................................................... 98% of a Modified Proctor ► Building Pad Fill. ......................................................... 98% of a Modified Proctor ► Footings ..................................................................... 98% of a Modified Proctor The compaction percentages presented above are based upon the maximum dry density as determined by a "modified proctor" test (ASTM 0-1557). All dens ity tests should be performed to a depth of 12 inches below the tested surface unless noted otherwise . All density tests should be performed using the nuclear method (ASTM D-6938) or the sand cone method (ASTM D-1556). Our recommendations for preparation of the site for use of shallow foundation systems are presented below. This approach to improving and maintaining the site soils has been found to be successful on projects with similar soil conditions . 1. Initial site preparation should consist of performing stripping and clearing operations to a depth no less the 6-inches below existing site grade. This should be done with in, and to a distance of five (5) feet beyond , the perimeter of the proposed building footprint (including exterior isolated columns). 2. Following site stripping and prior the placement of any fill , areas of surficial sand (not exposed limeston e) should be compacted ("proof rolled ") and tested. We recommend using a steel drum vibratory roller with sufficient static weight and vibratory impact energy to achieve the required compaction. Density tests should be performed on the proof rolled surface at a frequency of not less than one test per 2,500 square feet , or a minimum of four (4) tests , whichever is greater. Areas of exposed intact limestone shall be visually confirmed by the project geotechnical engineer prior to fill placement, in lieu of proof rolling. CAO Proposed NCWRF Naples, Collier County, Florida UES Project No. 0530.2200314.0000 Geotechnical Report November 7, 2022 Page 10 of 17 3. Fill material may then be placed in the building pad as requ ired. The fill material should be inorganic (classified as SP, SW, GP, GW, SP-SM , SW-SM, GW-GM, GP-GM) containing not more than 5 percent (by weight) organic materials. Fill materials with silt-size soil fines in excess of 12% should not be used. Fill should be placed in lifts with a maximum lift thickness not exceeding 12-inches. Each lift should be compacted and tested prior to the placement of the next lift. Density tests should be performed within the fill at a frequency of not less than one test per 2,500 square feet per lift in the building areas, or a minimum of four (4) tests per lift, whichever is greater. 4. For any footings bearing on a limestone formation , the bottom of all footing excavation shall be examined by the engineer I geologist or his representative to determine the condition of the limestone. The limestone shall be probed for voids and loose pockets of sand. Such areas shall be cleaned to depth of 3 times the greatest horizontal dimension and backfilled with lean concrete. 5. For footings placed on structural fill or compacted native granular soils , the bottom of all footings shall be tested for compaction and examined by the engineer I geologist or his representative to determine if the soil is free of organic and/or deleterious material. Density tests should be performed at a frequency of not less than one ( 1) density test per each isolated column footing and one (1) test per each fifty (50) lineal feet of wall footi ngs. 6. The contractor should take into account the final contours and grades as established by the plan when executing his backfilling and compaction operations. Using vibratory compaction equipment at this site may disturb adjacent structures. We recommend that you monitor nearby structures before and during proof-compaction operations. A representative of Universal Engineering can monitor the vibration disturbance of adjacent structures. A proposal for vibration monitoring during compaction operations can be supplied upon request. 3.2.2 Design of Footings Footings may be designed using a maximum allowable soil bearing pressure of 2,5 00 psf. Shallow foundations should be embedded a minimum of 18 inches below final grade. This embedment shall be measured from the lowest adjacent grade. Isolated column footings should be at least 24 inches in width and continuous strip footings should have a width of at least 18 inches regardless of co ntact pressure. Once site preparation has been performed in accordance with the recommendations described in this report , the soil should readily support the proposed structure resting on a shallow foundation system. All footings and columns should be structurally separated from the floor slab , as they will be loaded differently and at different times, unless a monolithic mat foundation is designed. 3.2 .3 Ground Floor Slabs/Equipment Slabs The ground floor slabs may be supported directly on the existing grade or on granular fill following the foundation site preparation and fill placement procedures outlined in this report. For purposes of design, a coefficient of subgrade modulus 150 pounds per cubic inch may be used. The ground floor slab s hould be structurally separated from all walls and columns to allow for differential vertical movement. CAO Proposed NCWRF Naples, Collier County, Florida UES Project No. 0530.2200314.0000 Geotechnical Report November 7, 2022 Page 11 of 17 Excessive moisture vapor t ransmission throug h floor slabs-on-grade can result in damage t o floor coverings as well as other deleterious effects. An appropriat e moistu re vapor retarder should be placed beneath t he floor sla b to reduce moisture vapor f rom entering the build ing through the slab. The retarder shou ld be installed in general accordance with applicable ASTM procedures including sealing around pipe penet rations and at the edges of foundations. 3.3 Ground Improvement with Vibro-Replacement Method -Headworks Structure UES recommends perform ing vibro-replacement ground improvement operations at t his site to ren der t he subsurface conditions favorable for the support of the proposed structures. It may be necessary for the design team to consider performing vibro-replacement operations under all foundation e lements to limit the potential for excessive different ial settlements. 3.3.1 General Vibro-Replacement is a technique utilizing specially developed vibrators to direct compactive energy at the required improvement depth. This impact ive energy results from electrically driven eccentric weight assemblies to apply a radial energy in t he ho r izontal plane to the surrounding soil materials. Improvement is achieved by increasing t he mass in-situ density, increasing the mass shear strength , and reinforcing and/or locally rep lacing the subsurface materials w ith a prepared backfi ll. In granu lar soils that exhibit some cohesive characteristics (with typical fines content rang in g from 15 to 25 percent}, a stone backfill is used to enhance displacement and drainage and subsequently assist in the densification process. In more cohesive soils , the stone backfill in its densified state performs as a structural reinforcement element to increase t he bearing capacity of the mass and reduces total and differential settlements. In either case , addition of stone as a backfill mater ia l is the Vibro-Replacement (stone columns) technique. Due to the presence of loose soft sands and soft silts within the foundation influence zone, UES recommends the use of vibro-replacement (vibro-improvement using stone columns) for t his site. It sh ould be noted th at the p roje ct site c urre ntly has a n existing electri cal du ct ba nks embed de d along east to west on the north sid e of th e prope rty . UES recomm end s th e spec ialty contractor to take necessary ste ps (m a intaining safe distance from duct ba nks to the pro be locatio ns , etc.,) to avoid any damage to th e existing du ct ba nks if th ey are planned to be utilized in th e future. 3.3.2 Backfill Materials Stone to be used in the vibro-replacement work should consist of relatively hard, durable rock with a gradation generally between 3/8 " to 1-1/2", but sizes up to 4" may be required in some applications. The material to be used shou ld be approved by the Geotechnical Engineer. 3.3.3 Equipment and Procedure The vibro-replacement process is a high ly specialized ground modification technique and it s successfu l completion depends on t he experience of the specialty contractor, the size and energy of the equipment used, and the spacing of the probe locations. CAO Proposed NCWRF Naples, Collier County, Florida UES Project No. 0530.2200314.0000 Geotechnical Report November 7, 2022 Page 12 of 17 A vibro-replacement pl an , including the method s, settlement ana lysis, and equ ipment to be used, and a probe location plan shou ld be submitted by t he vibro-replacement specialty cont ract or and approved by UES prio r to initiation of vibro-replaceme nt operation. The appro val of the vibro- re placement plan by UES is in no way a wa rranty or gua rantee that the intended improvements will be achieved. The responsibility for a c hieving the required improve me nt is sole ly the respons ibility of the specialty geotechnical contract or. Specific equipment and procedural specifications are left to the Specialty contractor to achieve t he specified criteria in a performance specification . However, the foll owi ng general guidelines are identified : • The Specialty Contractor should use a down-hole vibrator capable of providing at least 80 HP and 15 tons of force. • After penetration to the t reatment depth, the vibrator should be slowly retrieved in 12 to 18-inch increments to all ow backfill placement. • The v ibrator should be redriven through each increment into a recently treated depth interval to observe amperage bui ld-up or increase. • Amperage build-up and backfill quantities are contingent on the type of vibrator, type of backfill , in-situ soi l conditions , and Contractor's procedure. Discussion between the Geotech nica l Engineer and Specialty Contractor sha ll be conducted prior to work regarding individual equipment capabilities and expectations . 3.3.4 Soil Improvement Depths Vibro-replacemen t should be performed to depths of at least twice the width of isolated column footings and four times the width of continuous wall footings as measured from the bottom of the footing , but not less than twenty (20) feet, or probe refusal on rock. The depth of vibro-im proved soil beneath isolated rectangu lar shaped column footings may exceed two t imes the width of the rectangular footing , de pending on the dimensions of the footing. We recommend that vi bro-replacement be performed beneath all foundation elements. Vibro- replacement wi ll not be required beneath the ground-level slab. 3.3 .5 Mon itoring and Testing An eng ineering representative of UES should monitor the ground improvement process on a f ull- time basis . On-site monitoring may include observation of the specialty contractor's procedures , recording of backfi ll quantities, and recording of ammeter informat ion. If a v ibro-re pl a ceme nt ground improve me nt program is select e d (with a maximum design bearing capacity of 5000 psf), a post-ground-improvement verification program consisting of a minimum of four (4) Standard Penetration Test (SPT) borings and/or Piezocone Penetration Test (PCPT) soundings shou ld be performed to t he same depths as the closest ground-improvement probes to verify the effectiveness of t he process. Post improvement testing should not be initiated unti l a period of at least 72 hours has e lapsed foll owing the completion of the soi l improvement in order of allow t ime for excess pore water pressure to dissipate. CAO Proposed NCWRF Naples, Collier County, Florida UES Project No. 0530.2200314.0000 Geotechnical Report November 7, 2022 Page 13 of 17 If a maximum design bearing capac ity of g reater than 5000 psf is chosen , a plate load test, in accordance with ASTM D-1196 , will be required to verify th e bearing soil improvement The cr iteria for the acceptance of this work should re late to pa rameters used in the sand or stone column design (to li mit total settlement to 1-inch and to provide a bearing capacity of 5000+ to 7000 psf etc ... ) as determined by load test. If there are any existing str uct ures adjacent to t he project site, vibration monitoring should be performed during the vibro-replacement process to ensure that vibration levels reaching t he adjacent structures a re within the all owab le limits. 3.3.6 Soil Improvement Criteria Foll owing the successf ul completion of vibro-replacement as described above, the soil shou ld readi ly support the proposed structure resting on a shallow foundation syst em. The improved soils should be sufficient to achieve an allowable bearing capacity of 5,000 pounds per square foot (psf) with a maximum total settlement of 1-inch and differential settlement of ¾-i nch (higher des ign bearing capacity may be available with load t est verification). All footings and columns shou ld be structurally separated from the floor slab, as t hey will be loaded differently and at different t imes. Shallow foundations should be em bedded a minimum of 24 inches below final grade. Th is embedment shall be measured from the lowest adjacent grade. Isolated colum n f ootings shou ld be at least 36 inches in width and continuous strip footings should have a width of at least 24 inches rega rdless of contact pressure. The footing elements shou ld be constructed directly on the stone or dense sand columns. 3.3.7 Post Vibro-Replacement Site Preparation UES recommends the foll owing compaction requirements for this project: ► Proof Ro ll ................................................................... 98% of a Modified Proctor ► Building Pad Fill. ......................................................... 98% of a Modified Proctor ► Footings (on improved soil by vibro-replacement) ...... 98% of a Modified Proctor The compaction percentages presented above are based upon t he maximum dry density as determined by a "modified proctor" test (ASTM D-1557). All density tests shou ld be performed to a depth of 12 inches below the tested surface unless noted otherwise. All densi ty tests shou ld be performed using the nuclear method (ASTM D-6938) or the sand cone method (ASTM D-1556). Our recommendations for preparation of the site for use of shallow foundation systems, afte r pe rforming vibro-replacem e nt ground improvements, are presented below. Th is approach to improving and maintaining the site soils has been found to be successfu l on projects with similar soil cond itions. 1. If top-feed ground improvement methods are utilized , the improved areas should be scrapped clean to remove spoils created during ground improvement operat ions. Th is should be done within, and to a distance of five (5) feet beyond, the perimeter of the proposed building footprint (including exterior isolated columns). m CAO Proposed NCWRF Naples, Collier County, Florida UES Project No. 0530.2200314.0000 Geotechnical Report November 7, 2022 Page 14 of 17 2. If bottom-feed ground improvement methods are utilized , or at the completion of scrapping of spoils (top-feed), and prior the placement of any fill materials, areas of surficial sand (not exposed limestone) should be compacted ("proof rolled ") and tested . We recommend using a steel drum vibratory roller with sufficient static weight and vibratory impact energy to achieve the required compaction . Density tests should be performed on the proof rolled surface at a frequency of not less than one test per 2,500 square feet , or a minimum of four (4) tests, whichever is greater. Areas of exposed intact limestone sha ll be visually confirmed by the project geotechnical engineer prior to fill placement , in lieu of proof rolling. 3. Fill material may then be placed in the building pad as required . The fill material should be inorganic (classified as SP, SW, GP, GW, SP-SM , SW-SM, GW-GM, GP-GM) containing not more than 5 percent (by weight) organic materials. Fill materials with silt-size soil fines in excess of 12% should not be used. Fi ll should be placed in lifts with a maximum lift thickness not exceeding 12-inches. Each lift should be compacted and tested prior to the placement of the next lift. Density tests should be performed within the fill at a frequency of not less than one test per 2,500 square feet per lift in the building areas, or a minimum of four (4 ) tests per lift , whichever is greater. 4. T he bottom of a ll footings shall be tested for compaction , density tests shou ld be performed at a frequency of not less than one (1 ) density test per each isolated column footing and one (1) test per each fifty (50) lineal feet of wall footings. 5. The contractor should take into account the final contours and grades as established by the plan when executing his backfilling and compaction operations. Using vibratory compaction equipment at this site may disturb adjacent structures. We recommend that you monitor nearby structures before and during proof-compaction operations. A representative of Universal Engineering can monitor the vibration disturbance of adjacent structures. A proposal for vibration monitoring during compaction operations can be suppli ed upon request. 4 .0 EARTH RETAINING WALLS At this t ime, UES understands there are planned retaining walls at the site . The following recommendations are provided in the event low-level (i.e. less than 4 feet) walls are required. Earth pressures on retaining walls are influenced by the structural design of walls , conditions of wall restra int, construction methods, and the strength of the materials being restrained . T he most common conditions assumed for earth retaining wall design are the active and at-rest conditions. Active conditions apply to relatively flexible earth retention structures, such as freestand ing walls, where some movement and rotation may occur to mobilize shear strength. Walls which are rigidly restrained should be designed for the at-rest condition . However, if the wall s will be backfilled before they are braced , they should also be designed to withstand active earth pressures as self- supporting cantilever walls . The wa ll designer must select the appropriate earth pressure based upon site and design constraints. CAO Proposed NCWRF Naples, Collier County, Florida UES Project No . 0530.2200314.0000 Geotechnical Report November 7, 2022 Page 15 of 17 LATERAL EARTH PRESSURE DESIGN PARAMETERS (LEVEL BACKFILL)* Design Paramete r Recommended Value At-rest Earth Pressure Coefficient, Ko 0.50 Active Earth Pressure Coefficient, Ka 0.33 Passive Earth Pressure Coefficient, Kp 3.0 Moist Unit Soil Weight (pcf) 115 for SP , SP-SM Submerged Unit Weight of Soil (pcf) 52 Coeffi cient of Friction (sliding) 0.4 Angle of Internal Friction , o 30 Table Note s : * For sloping backfill the table values must be adj usted . **Hydrostatic pressure should be accounted for based on seasonal high water table estimates and other site drainage considerations Development of the fu ll active earth pressure case requires a magnitude of horizontal wa ll movement that often cannot be tolerated or cannot occur due to the r igidity of the wa ll and other design restrictions such as t he impact on adjacent structures. In such cases, wa ll s are often designed for either the at-rest cond it ion or a condition intermed iate of the active and at-rest conditions , depending on the amount of permissible wa ll movement. Passive earth pressure represents the maximum possible pressure when a structure is pushed against the soi l , and is used in wa ll foundation design to help resist active or at-rest pressures. Because significant wa ll movements are requ ired to develop the passive pressure, th e tota l ca lcu lated passive pressure is usually reduced by one-half fo r design purposes. Our recomme ndations assume that the ground surface behind the earth retain in g structures is level and that native or imported soils consisting of rela t ively clean sandy soils containing less than 12 percent passing the No. 200. We recommen d that t he soils selected for use as backfi ll be tested as specified prior to commencement of wa ll construction . Recommended soi l parameters for design of earth retaining structures have been presented in table below. Positive wa ll drainage must be provided for all earth reta ining structu res to prevent the build-up of excess hydrostat ic pressures. These drainage systems can be constructed of open-graded washed stone isolated from the soil backfill with a geosynthetic filte r fabric and drained by perforated pipe, or with one of several wa ll drainage products made specifically for this application . Lateral earth pressures arising from surcharge loading (i.e. traffic loading, building/struct ure loads, etc.) should be added to t he above earth pressures to determine the total lateral pressure. Additional consideration must a lso be given for sloped backfi ll at the top of t he wa ll. In each circumstance the earth pressures for active and at-rest conditions wi ll increase based upon the amount of surcharge and ang le above horizontal of the sloped backfill. Retai ning wa lls shou ld also be analyzed for both internal and global stability. m CAO Proposed NCWRF Naples, Collier County, Florida UES Project No. 0530.2200314.0000 5.0 SEISMIC SITE CLASSIFICATION Geotechnical Report November 7, 2022 Page 16 of 17 The project site is located within a municipality that employs the Florida Building Code (FBC) which has jurisdiction in the State of Florida. Since seismic design is not part of the FBC, we consulted the 2015 International Building Code® (IBC). As part of this Code, the design of structures must consider dynamic forces resulting from seismic events. These forces are dependent upon the magnitude of the earthquake event, as well as the properties of the soils that underlie the site. As part of the procedure to evaluate seismic forces, the Code requires the evaluation of the Seismic Site Class, which categorizes the site based upon the characteristics of the subsurface profile within the upper 100 feet of the ground surface. To define the Site Class for this project, we first interpreted the results of SPT soil borings drilled within the project site and estimated appropriate soil properties below the base of the borings to a depth of 100 feet, as permitted by Section 1615.1.1 of the Code. The estimated soil properties were based upon our experience with subsurface conditions in the general site area. Based upon the SPT N-values recorded during the field exploration and our experience in the vicinity of the subject site, the subsurface conditions within the site are consistent with the characteristics of a Site Class "E" as defined in Chapter 20 of ASCE 7-16. Furthermore, along with using a Site Classification of "E", we recommend the use of the spectral response acceleration coefficients as follows: 0.2 second period: 1.0 second period : Ss = 0.045 g (Soil Factor= 2.40) S1 = 0.022 g (Soil Factor= 4.20) The design spectral response acceleration coefficients as follows: Sos= 0.071 g S01 = 0.063 g These values were obtained from the U.S. Seismic Design Map developed by U.S. Geologic Survey (USGS) Earthquake Hazard Program, utilizing a latitude of N 26°15'58.89" and a longitude of W 81 °47' 11 . 78" to represent the general location of the project. Other earthquake resistant design parameters should be applied consistent with the minimum requirements of governing building codes. Although the groundwater table is less than 40 feet below grade, with site acceleration coefficients at values below 0.05g , it is UES's opinion that the liquefaction potential of the site due to earthquake forces is negligible. 6.0 CONSTRUCTION RELATED SERVICES We recommend the owner retain UES to provide inspection services during the site preparation procedures for confirmation of the adequacy of the earthwork operations. Field tests and observations include verification of foundation and/or pavement subgrades by monitoring earthwork operations and performing quality assurance tests of the placement of compacted structural fill courses . m CAO Proposed NCWRF Naples, Collier County, Florida UES Project No. 0530.2200314.0000 Geotechnical Report November 7, 2022 Page 17 of 17 The geotechnical engineering design does not end with the advertisement of the construction documents. The design is an on-going process throughout construction. Because of our familiarity with the site conditions and the intent of the engineering design , we are most qualified to address site problems or construction changes, which may arise during construction, in a timely and cost- effective manner. 7.0 REPORT LIMITATIONS This consulting report has been prepared for the exclusive use of the current project owners and other members of the design team for the proposed NCWRF Headworks located at 10500 Goodlette-Frank Road in Naples, Collier County , Florida . This report has been prepared in accordance with generally accepted local geotechnical engineering practices; no other warranty is expressed or implied. The evaluation submitted in this report , is based in part upon t he data collected during a field exploration. However, the nature and extent of variations throughout the subsurface profile may not become evident until the time of construction. If variations then appear evident, it may be necessary to reevaluate information and professional opinions as provided in this report. In the event changes are made in the nature, design , or locations of the proposed structure , the evaluation and opinions contained in this report shall not be considered valid, unless the changes are reviewed and conclusions modified or verified in writing by Universal Eng ineering Sciences. UES is not responsible for damage caused by soil improvement and/or construction activity vibrations related to this project. UES is also not responsib le for damage concerning drainage or moisture related issues for the proposed or nearby structures. UES should be provided the opportunity to review the final foundation design drawings and specifications to determine whether UES's recommendations have been properly interpreted, communicated and implemented . If UES is not afforded the opportunity to participate in construction related aspects of foundation installation as recommended in this report or any report addendum , UES will accept no responsibility for the interpretation of our recommendations made in this report or on a report addendum for foundat ion performance. 8 .0 BASIS FOR RECOMMENDATIONS The analysis and recommendations submitted in this report are based on the data obtained from the tests performed at the locations indicated on the attached figure in Appendix B. This report does not reflect any variations, which may occur between borings. While the borings are representative of the subsurface conditions at their respective locations . and for their vertical reaches, local variations characteristic of the subsurface soils of the region are anticipated and may be encountered. The delineation between soil types shown on the soil logs is approx.imate and the description represents our interpretation of the subsurface conditions at the designated boring locations on the particular date drilled . Any third party reliance of our geotechnical report or parts thereof is strictly prohibited without the expressed written consent of Universal Engineering Sciences. The methodology (ASTM 0 -1586) used in performing our borings and for determining penetration resistance is specific to t he sampling tools utilized and does not reflect the ease or difficulty to advance other tools or materials. Appendix A -Vicinity Map CAO N w E VICINITY MAP SOURCE: GOOGLE EARTH PRO© g $ ·-·-·} \ -1/ ., -·---• -:ta.11.1\. a • • l=J~ -,. ~~,ad.:,on\tll.- -",., \ ~--· fiami m~!!~~l~G '!:~~~ NCWRF-Headworks & Ancillary Structures I 0500 Goodlette-Frank Road, Naples, Collier County, FL Orawn By: Just in Mullin Checked By: . __ l o .. t~· AJD r-•10/24/20221 A.pprX~m8Eornacker~t - Project No.: 0530.2200314.0000 Appendix B -Test Location Plan CAO t-;-1 ~ -:::a ~.a.::.,. N TEST LOCATION PLAN SOURCE: GOOGL E EARTH PRO© w E B-11 Approximate SPT boring locations performed during our initial exploration (April 13 and 20, 2021). B Ii Approximate SPT boring locations performed during our supplemental exploration (October 18 and 19, 2022). HA--# Approximate hand auger bor ing locations performed during our initial exploration (April 13 and 20, 2021). ~ 0 s -----,. \ /' u ~; ::::.=.:-}-~~~~t··· ·"'· • "-.,..' \ · 1 I ( I I I Site Locat ion I \\..-, •• p' Naples. FL m~~!~l~G~C~~~ NCWR F-Headworks & Ancillary Structures I 0500 Goodletle-Frank Road, Naples, Collier County, FL Crawn By: Chtd:ed By: Date: Justin Mullin AJD 10/24/2022 Ptoject No.: 0530.2200314.0000 App'Xd~~Eornacker, ~:E- § ~ .•· ~~ ::-'' ~ N w~ $ TEST LOCATION PLAN SOURCE: GOOGLE EARTH PRO© E 8-# Approximate SPT boring locations performed during our initial exploration (April 13 and 20, 2021). 8-# Approximate SPT boring locations performed during our supplemental exploration (October 18 and 19, 2022). HA-# Approximate hand auger boring locations performed during our initial exploration (April 13 and 20, 2021). ~ ; \l ( ____ J-,,,\ .... ~i l.<k,oo ,ill• ". ----~ T"'->-"""'--'\ ..... ;_\ ~~ \ \ ~' I'~ ~ ;l,.j ..: .. \ --~ Site Lo9ation Naples. FL ~.:\ fi,.,u t -- ~ ' -r~~I , --J l· ~ ,f • ' •. 1 \ 4 ; "r .,. __________ \: ___ _.._ ... ' . . . .., ' m~~~~l~G~C~~~ NCWRF-Headworks & Ancillary Structures 10500 Goodlette-Frank Road, Naples. Collier County, FL Drawn By: Checked By: D.it~: Justin Mullin AJD 10/24/2022 "'°bi~t'iioo314,0000 Appr~di.~bornacker, P.E . Appendix C -Notes Related to Borings EE) CAO Safety NOTES RELATED TO RECORDS OF TEST BORING AND GENERALIZED SUBSURFACE PROFILE 1. Groundwater level was encountered and recorded (if shown) following the completion of the soil test boring on the date indicated. Fluctuations in groundwater levels are common; consult report text for a discussion. 2. The boring location was identified and located in the field based on measured and estimated distances from existing site features. 3. The borehole was backfilled to site grade following boring completion, patched with asphalt cold patch mix when pavement was encountered. 4. The Record of Test Boring represents our interpretation of field conditions based on engineering examination of the soil samples. 5. The Record of Test Boring is subject to the limitations, conclusions, and recommendations presented in the report text. s. The Standard Penetration Test (SPT) was performed in accordance ASTM Procedure D-1586. SPT testing procedure consists of driving a 1.4-inch I.D. split-tube sampler into the soil profile using a 140-pound hammer falling 30 inches. 7. On the Record of Test Boring listed as "Blow Counts", the N-value is the sum of the SPT hammer blows required to drive the split-tube sampler through the second and third 6-inch increment of the sampling layer, and is an ind ication of soil strength . 8. Shown on the Record of Test Boring an SPT N-value expressed as 50/2" is descriptive of the fact that 50 hammer blows were requ ired to drive the split-spoon sampler a distance of approximately 2 inches. 9. The soil/rock strata interfaces shown on the Records of Test Boring are approximate and may vary from those in the field. The soil/rock conditions shown on the Records of Test Boring refer to conditions at the specific location tested ; soil/rock conditions may vary between test locations. 10 Relative densitv and consistency for sands/aravels silts/clavs and limestone are described as follows· ' ' Cohesionless Soils Silts and Clays Limestone Auto Relative Safety Auto Consistency SPT (N-Value) Relative SPT (N-Value) SPT (N-Value) Density SPT (N-Value) SPT (N-Value) Density 0-4 0-3 Very Loose 5-10 4-8 Loose 0-2 0-1 Verv Soft 3-5 2-4 Soft 0-50 Soft 51 -50 for 0' Hard 11 -30 9-24 Medium Dense 6-7 5-6 Firm 31 -50 25-40 Dense 8-15 7-12 Stiff Over 50 Over 40 Very Dense 16-30 13-24 Verv Stiff Over 30 Over 24 Hard 11 Definition of descriotive terms of modifiers for silts/clavs/shells/oravels are described as follows· Percentaae of Modifier Material First Qualifier Second Qualifier 0-5 (No mention\ (No mention) 5-12 Sliohtlv + Modifier + v With Trace 12-30 Modifier+ v With Some 30-50 Verv + Modifier + v And 12 . Descriptive characteristics for or~ anic con te nt percentaaes are described as follows: Percentaae of Oraanic Material Descriotor 0-2.5 (No mention) 2.5 -5 With a Trace of Oroanics 5 -20 Oraanic 20-75 Hiohly Oroanic 75-100 Peat CAO Appendix D -Record of Test Borings m CAO SGS NAVO () ~ 0 T +8.89 sf•3.89 10+-1.1 1 • ,sf-6.11 20+-11.1 1 2sf-16.1 1 30+-2-1.11 35+-26.11 40+-31.11· 1-w 45f-36.11 t!: ~ J: 50.L-41 .11 ti: w 0 CD @ @ ·@ @ SOIL PROFILES B-1 .. ___ ,, --· ] 7 With A. Trc1ee or Organc.s .-.· ... ,.t,3 I ...... ·.·; ] ..... -.. 4 ,, .. ,-... +I ,1'171 1 5 3 6 2 ] Wllh Some LineslOM F,agmenlS ] Wlh Some lme$\0ne Fragments & Clay ] WOh Some IM.S ] w,h A T,oce ., W\.S WOH 3 ,,. •. ·, 1 I WOh Some Shel F109men1S I 1· '1·1 I I 14 9 22 0 4/20/2021 SGS 0 5 10 NAVO +6 .30 +1.30- -3.70 · 1s+-a.10 20+-13.70 2s+-1s.10 3 0 +-23.70 35+-28.70· 40 +--33.70 1-w 45 --38.70 t!: ~ J: 50 --43.70 · I-n. w 0 g @ @ G) B-3 _, 9 ] Wdh ~ Trace of Org3ntCS 13 .. :: -. -'I a •• --,•k'I -· ·,._. ,; 10 j\ I;~ j I I 4 .1.Ll '.I 1 :1 ·1 .1. 1·1 :1 · I : L~ 3 3 2 4 16 ] W11h Some Shel F1agmen1S Wilh A Trace of IM.S ] Wllh some Snel Fragments ] Wfh A Trace of Shel Fragmenrs @ E::::a 22 19 04/20/2021 SOIL PROFILE LEGEND 8--X = BORI NG NUMBER =r•SPTTEST SOIL TYPE\0/ g VALUE GROUND WATER '7 ;' LEVEL ~ ~ g IND ICATES PRACTICAL H REFUSAL TO SORING EQUIPMENT • INDICATES GRADUAL TRANSITION IN SOIL TYPES NOTES: N • STANOARO PENETRATION RESISTANCE TEST (SPl) VALUE. NUMBERS TO lHE RIGHT OF BORINGS INDICATE SPTVALUE FOR 12~NCl'-ES OF PENETRATION (U..USS OTHERWISE NOTED). WOH -BORING INTERVAL ADVANCED lN)ER WEIGHT OF HAMMER. WOR -BORING INTERVAL ADVANCED UNDER WEIGHT OF ROD. LFC • LOSS OF DRILLING FLUID CIRCUlATION. WI.S -WEA lHERED LIMESTONE HA -NO RECORDED N VALUES OUE TO HA,0 AUGERING PROCEDURE SOIL CLASSIFICATION CORRELATION OF N •VALUESWTHRELAT~E DENSITY ANO C~TtNCY COHE$10NlES$ $011. SK. l$ ANO CLAY'S SOIL LEGEND m=(~iy.Tan (D l2j Loos.e lo Medicun Oen.se- ITT Brown, DM1c tG lg'l Gray, Tan, ® u ei~o:~o/ :~~~~e mm g:;t};ttts~'Y Tan @ m.m Vr::ry Loc-se to ~r::cium Dttnu ITTll] O•k lo t.,gh! r;;,., Lignl tan h, Tan, @) IDllJ e~l~ ~~)lo Fwm D&ovm,G'W,Tatt, le\ Slighttv Cuiycy SA.NO (SP.SC} '-.:!/ Very Loow '° t.OOff , R-, ~g'~,;~NO(SCi ~ ~ VetV Loou 10 looff ~ Gre.n,Tan CL.AY(Ct.) CZ) '1/tfY Soft to Soft ® WE.AntEREDLIL1ESTONE(VIJlS) Soft ~ G<a,. Ton, ®DNORECOIIERY CORRElAOON OF N. VALUES WTn4 HARDNESS DESCRIPTlON N • VALi.iE N • VALUE REL/1.TIVE DENSITY \11:RY LOOSE LOOSE N. VALUE H -VAUJE CONSISTENCY llt.!EROC.,_ N•\JALl/E ~ELATIVE 0£..SITV son ($AFET¥) (Al/TO) tSAf[TY) j A.UTO) 0,. s-,o 11 ·XI .ll -SO OVER SO 0-3 . ·• 0 -2• ,. ... 01/ER CJ A.PPROXIIAATE MEDfUM DENSE DENSE VERY OEtlSE F"INES MOOl,-JER:S CONTEtlT 0-2 , ., '.7 e-,s Ul.lQ OVER JO O•I VER\' son 2 -" son s-6 mo& 7,12 SlfFf 13 • 2C VERY Sllff OVER?◄ HARO APPROX.i.M TE SI-IEll ~ CONTENT 0 -50 51-SOFORO' A.PPROXMATE MARO QRGA~tc CQNTtNt MODfFl£R$ ~ SllGHTlY SIL TV OR SUGMTLY CLAYEY ~ NOJ.1.EN-TION O'l, TO 2.5% HO l.~E)ITlON 2.5'1, TO 5'.4 ,_._,TH A TRACE 1:Z-..TOZS,. Stl.TYORCLAYEY S'II. TO t2'!. SUGHTI. T SHEll Y 131'. 10 30'!!, SHEUY $<Iii, TO 20'11. WITH ORGANICS 26"4 TO~ VERY SILTV 0~ VERV CLA\'EV :n"JC. TOSO'JC. \JERV SHEllY 20'lT07S11. 75'.II. TO 100"4 HtGHLV ORGANIC PEAT OEflNrflON OF OESCRIPTI'VE n:RMS OF -.10D1FIERS fOR Sll TSIClAYSISHELt.S.oRA\11:L$ A.RE DESCRIBED AS FOLLOWS: PE~CENTA.OE OF MOQIFIER MA.fERVl.l. 5 -12 Flr:t5T OUAllFIER SUG'""1. Y 4 "ODfflER • Y MOOIFIEJt • y S ECOf,,IOOUALpnE.A l;VJTH AUT'TI.E W!TNSOME ANO m 12:-30 ,. ... \JEftY •MOOIFl:A • V RECORD OF TEST BORINGS Universal Engineering Sciences 201 Waldo Ave. N. Lehigh Actes, Florida 33971 239-489-2443 www.universaleng1neering.c:om Client: AECOM Pro~ct No: 0530.2200314.0000 Project: NCv\-RF-Aocilal)I Structure t0SDO Goodlette-Frank Road. Naf»e,S. Colier County. Florida Daoe : 041291202, Dnll•d By: BG/JO R;g: 050/GP-7822 Drawn By; VN Approved Sy: AJO SGS NAVO 0---r-+6.60 -6.40· ..... -16.40· -26.40 40 -36.40 50 -46.40 60 -56.40 70 -66.40 801 -76.40 -. 90 -86.40 ~ ~ I ,-. Q. UJ 100...1..-95.40 0 (') ~ ........ SOIL PROFILES B-2 ~>·<8 ........ 7 5 7j Wilh Limestone Fragments 6 With A Trace of Limestone Fragmenls & Organics 5 J W11h A Trace or Shell F ragmenls & Clay ·@ · 111 111 r] WithSomemS 2] With A Trace of mS 3] With Silt 4] Wrth Sill & SheU Fragments 19 20 29 25 34 38 38 33 'I 1 1 1 ,1£1 WilhSomems 1 ·1·1·,·, @ I I I , I. •~•·•· 2~ WitnScmems 1·1.1 1 ·. I .. • ~I: ~:ii::·:~ With Some ms ~ '• ' .. ' >t • ·: • .. 16 04/13/2021 SOIL PROFILE LEGEND 8-X = BOR ING NUMBER 501L TYPE@ N • SPT TEST g VA.LUE GROUND WATER..'SZ.. i' LEVEL __.. "' g INOICATES PRACTICAL H REFUSAL TO BORING EOLnPMENT • INDICATES GRADUAL TRANSITION IN SOIL lYPES NOTES: N • STANDARD PENETRATION RESISTANCE TEST (SPl) VALUE. NUMBERS TO THE RIGHT O f BORINGS l"°ICATE SPTVALUE FOR 12..jNC~S Of PENETRATION (UNLESS OTHERWISE NOTED). WOH • SORING INTERVAL ADVANCED Ut-OER WEIGHT Of HAMMER. WOR. BORING INTERVAL ADVANCED UNDER WEIGHT Of ROD. LFC • LOSS OF DRILLING FLLnD CIRClAATION. WlS • WEA THE RED LIMESTONE HA• NO RECORDED N VALUES DUE TO HANO AUGERING PROCEDURE SOIL CLASSIFICATION COARELAUON or ff . VALVES VvtlH RElATIVE OEN':SITY ANO CONSS$ TENCY C0t-!E$ION1._E_S$ SOIL SILTS "NO CU.YS SOIL LEGEND 0 ~~lffl·,ti>'• TM. G) l] loose to Medium Deno (')\ Sllgtltt,, Silty SANO ISP.SUI D 8roWT'I, Oa,;lt to Light o,..,.. Tan, \f;,/ Ver-t Loew to M~duM Oent.e lffl] g:; ~ ... ~lstlt)'· Tan @fflB v," , .... ., U,,...,, o,,,.. ITTll1 Owk ll> Ugf\t Gr-,, light Tan to Tan, © ruu t~l~ ~~~)to Firm D BIO'Wft.Giay. Tan. ® S41gt11iy Clayey SANO (SP-SC) VMY Lt>OU to Loos.e , ~ Gn,y,IM. /°<', Cl>yoy SANO t SC) ~ Vert loose to loou C CLAY (Cl) ~ Gt ....... (1) VetyScfllo:'iofl §"'.,· Tan. ® E3 ~ATHEREO LIMESTONE ~S) ® D NO RECOVERY CORREl.AnoN OF N • VALUES 1Mnt HARDNESS-OEt.CRIPTlON »• V4lUC N •VA.I.UE AELATIVf OEUSMV N-V"-LUE N -VALUE COt:SJSTENCV LIMEROCJ< N -VAlVE REI.ATM OEW::JTY SOfT (&UElY) (AVTO) •·· 0 ·> VERY t.OOSE S-tO . .. lOOSE. 11-30 9 • 2• MEDIUM DENSE )1 -SO 25.40 DENSE OVER SO OVER.-0 VERY DENSE APPROXMATE {SM£TV') (AtJTOJ ,., 0-l )-5 , .. '.' , .. 1!1-,s 7 -f2 115-30 13-24 OVER JO OVER 2• APPROXI.\O.TE vtRY son SOfT FIRM STIFF VERY STlfF HARO .... 51•50FORO" APPROX ...... Tt HA.RO FINES MOt>iF!;RS SHEU. MOD!t'IERS 9:'!g.t.N,C CQNJENT ldQDlFERS CONTENT ~ 0'4l01.S1' NOMEN'TION ~ SU OHTtYSllTV ORSLIGHTl.YClAYEV 01'.TOS'f: NOMENTIOH 2.5'11,T0!5"' IMTHA TRACE 12"4 TO 25.._ Sit. TV OR ClAYEY s .. ro 121' SllGHfL Y SHE.LL._, S1&.T020"-WITH ORGANICS ze., f'O -40'W. VERY SIi. TV OR VERY Ct.AVEY 13IJI. T030'Jlo SHELLY ~T07'S.._ HIGKL Y ORGA.N,C Jl ... 1O5011. VERVSHElLY 7S1&.l01~ PEAT Ofrl.,.IOON Of OESCfHPTIVE TEIU,15 OF r.1001FlERS FOR SILTS/ClAYS/SH£U.Sl'GAAv£LS ARE DESCR l8EDA.$ Fot.lOWS: PE~CEflTAGE. QF MOPl=IER MATERIAL S -12 FIRST OIJAl~ER SllOHl'l Y • M001f"E R • Y MODlflER • V SECONOQUA.UFIER WfiHA UTTU: \"4ff'HSOME m 12-30 ,..,. VERY • MOOIF~ • Y ANO RECORD OF TEST BORINGS Universal Engineering Sciences 201 Waldo Ave. N. Lehigh Acres, Florida 33971 239--489-2443 www.univer$a1engin,eering.com Client: AECOM Project No: 0530.2200314.0000 Project: NC~F-AnciJary Structure 10500 Goodle"e-Ftank Aoao. Naples, Colter County, Fk>oda Date : 04129/2021 Drilled By: 8G/JD Rig: 050/GP-7B22 Drawn 8y: VN Approved Sy; AJO SOIL PROFILES SOIL PROFILE LEGEND SOIL LEGEND B-5 8-X -BORING NUM BER ~ 8rown, Grey, Tan B-4 SA.NO fSP} SOIL lYPE@ N • SPT TEST G) loos1: to 11.•ettium, O@nrse SGS NAVO N-AUTO BGS NAVO N-AUTO g VALUE 0 T+8 .8 ® ~ .,, j W.1h Som• She' 0 +9 .1 ·.-.i ;,:•, GROUNOWATER..g_ ~ □· 's,0"<1m,O~k tolr1Gr:ry. h11, '. ·,.· '. ,.· HA F,agme.nts & A Trace of 10 j ":""' Somo Roots & Som, Ume.,IOne Fragments LEVEL ~ @ ; '.; t~t"~~~~~~ _g ,, ." Roots ~ INDICATES PRACTICAl • .• • ' 10 6 With Some u~ston.e H REFUSAL TO BOR ING l g:;~~~1si.,, ,-.. !:•:.>::~·: With Sortie SheD Fr&gments "v Fr-agments EOUIPMENT @ Very loose to Uec,um Den&e • INDICATES GAAOUAL TRANSITION 5 f +3.8 • • • • G) ,:.::. 9 5 +4:1 5 IN SOIL TYPES I Owl: to Light Ou,1. Ught T.,.. to Tan. G) NOTES: @ e~ ~~~)lo Fwm 7 7 N -STANDARD PENETRATION RESISTANCE TEST (SP1) VALUE. NIMBERS TO THE RIGKT OF D SrOWf\, Gu,y, Tan.. 10 +-o.9 BORINGS l>lllCATE SPT VALUE FOR n4NCl-£S ® S&igh1';' Ct.yey SANO (SP-SC) 4 t ' . ' 4 OF PENETRATION (UNLESS OTHERWISE NOTED). V♦,YLOOktoL.oole F• ~• • ""• , 10 +-u W//'.l :·.-:---:: WOH -BORING INTERVAL ADVANCED U>llER ®I .. : g;::;:r .... "" rsc1 ::-.::•'" WEIGHT oF HAMMER. •• V«y LOOM '10 oose ®~ ,_··,_ ,J _,_, ®I , WOR -BORING INTERVAL ADVANCED U>llER WEIGHT OF ROD. ~ Gmn.t,n CLAY jCl) ] \M.lh SomeShd LfC-LOSS oF ORIWNG FI.UIO CIRCUU\TION. Q} V•ry Soft to Soft ..• 3 fr•gmenl$ & Wl.S 15 f -6.2 •. ' WLS -WEATHERED LIMESTONE HA -NO RECORDED N VALUE DUE TO HANO ® ~ ~T';:.REO LIMESTONE (WI.SI AUGERING PROCEDUR E 2 ] With Som, W\.S 20 t-10.9 • @ ~nm 1112-J---.. -~ ® D NO RECOVERY 20 +-11.2 .... ll'IH l1 tl l wo ~----,J-15.9 G) ®r SOIL CLASSIFICATI ON 1 CORRELATION Of N • VAI.UU ....mt: RELATM COIUU.L.A TIO-., OF N • VA.UTE.$ IMnt OEJ.JSIT't' ANO COUSISfENCY HARON'ESS DESCFUPTION 25 f -16.2 COHeSICMt..ESS SOI. Sil TS ANO CLAYS llMEROCIC N•VALUE N •VALUE REL.A TM. DENSIT't N-v.-.ulE: N • VALUE CONSISTENCY N •VALUE REV.TM DENSITY ($AFETV) (Al/TO) (SAFETY) (AUTO) ... 0-J vtRY LOOSE D ·2 .. , VERYSOFt .... son S-10 ··• LOOSE ' .. 2-. SOfT 51 -SOF~tr HARD 11 •JO 1-24 MEDIUM DENSE '. 7 •·• FIRM 30 t -20.9 1 31-50 25 . ., DENSE e. IS 7-12 $Tiff WOH OvtR SO OVER~ VERV DE~SC 16-30 13 -24 VERY STIF-F 30 +-21.2 @ 1111 111 OVER 30 OVER 2A .... o ... APPROXIMATE APPROxltM TE APPROXIMft. f"INES ~ SHEU. ~ OAOAN,C CONT!NT MOO!fJ:RS G) ~ CONTtNT n.TOl.Sf(i ~MENTION s,To1~ SLIGHTLY SIL lY OR SUGl1Tl. Y CLAYEY 00A TO s, NOM£N1¥)N 2.5" TOS~ WITHA TRA.CE ' • 1:Mi, T025"1i SllTYORClAYEY S..,. TO 12" SLIGHTlY SH£LlY S1'T020" W1™ ORGANtCS 1/12" 2H, TO "8'"J'-VERY SILTY OR VEfl:Y CI.AYf:Y 1J,rii T030".lt. SHELLY 2°"'T07$"4 HtGHI.Y OftG,t.HJC I-1/12" I-31'11.TO~ VERYSHWY 'TS'II. TO 101)'4 PEAT 35 + -26.2 lli UJ (Jj 35 -25.9 w Ot,FINITION OF DESCRIPTIVE TERIM OF lotODIFtER:S FOR: $1Ll$.tClAV$t$HEt,.l,.StGRAVElS ARE DESCRIBED AS FOLLOWS: IL IL ~ ~ ...... ·:· PEACEMTAOE OF MOOIFIER MAlt.R~l FIRST QUAllFIER SE99!:!P9LMUAfA S -12 SLIGHTLY • MODIFER • Y WITHAIJTTU :c :c 12 -30 MODIFIER •Y WITH SOME I-I-JO -SO vERY • MODIFIER • Y ANO 0. ® ] 'Mlh Some Shell Fragm enls 0. ® UJ 9 UJ 9 0 0 RECORD OF TEST BORINGS 40 -1. -31 .2 40 -30.9 10/19/2022 10/18/2022 m U niversal Engineering Sciences Client: AECOM Date : 1012412022 20 1 Waldo Ave. N. Pro,lecl No: 0530.2200314,0000 Drilled By: JD Lehigh Acres. Florida 33971 Project: Rig: GP-7822 239-489-244 3 NC~F-Ancllar; Structure Drawn By:JM www.universalengineering.com 10500 Goodlette--Fr~nk Road, Naples. COIM!r Counly, Flori18 Approv.:d By: AJD ~ ,':) BG$ NAVO 0 T +6 .9 5 ++1:9 · - 10 +-3.1 15 +-8.1 20 +-13.1 25 -18.1· 30 -23:1 35 1- UJ -28, 1 UJ u.. 40 ~ 0 -33.1 ~ I l-o. UJ Cl SOIL PROFILES B-6 N-AUTO W : ,_. : __ , HA ] Wth &me Shell F••gmen" & A :SZ.. \.:::!.) • / / :, : T,aee of Roots --=-.• .... , ... -.,:' 10 ! -:~.:. >.:..( Wlh Some Shd F11gme-nts G) --: . 9 . ~\ ·:.-·~ 7 ® . 3 ] \'hth Some Shel Fragment, & W\.S 2 ]"-'th&meWLS G) {' woHJ-•-= ... -~ : 11 WOH @ ~1/12" (J) @ 1 9 }•s-s~,..- 10/19/2022 SOIL PROFILE LEGEND B-X • BORING NUMBER SOil TYPE"x'J:c SPTTEST \Cl g VAlUE GROUND WATER '7 ~ LEVEL ...,_ 1ll g INDICATES PRACTICAL H REfUSAL TO 80A ING EOU1PMENT • INDICATES GRADUAL TRANSITION IN SOIL TYPES NOTES : N -STANDARD PENETRATION RESISTANCE TEST (SPT) VALUE. NUMBERS TO THE RIGHT OF BORINGS l"°ICATE SPTVAUJE FOR 12~NCIES OF PENETRATIO N (UNLESS OTHE-SE NOTED). WOH • BORING INTERVAL ADVANCED IJI\OER WEIGHT Of HAMMER. WOR -BORING INTERVAL ADVANCED U"°ER WEIGHT Of ROD. LFC • LOSS OF DRILLING FLUID CIRCUIATION. \f\tl...S-WEATHE.RED UMESTOflE HA -NO RECORDED N VALUE DUE TO HANO AUGERING PROCEDURE SOI L CLASSIFICATI ON CORRELA no» Of N • VALVES \\tTH RE.LA.TM DENSITY ANO CONSISTENCY COH£Saot.'1.ESS SOI. SIL TS ANO ClAVS SOIL LEGEND [g Brown, Grey, Tan. SANO(SP) (I) LOOk 10 MeduM OeMe . ~ Br~WT'I, O~k to lg'I Gray. TM, @tj ~t!~to~6~~~-:J.. fflJI g=; ~~t'11s~f· Tin @mm V~ LOOM! to Medum Oens.e: @) e~ ~~~'io F11m 10¥1ttol.argh!Gr~.l.igtllT~lol_,,_ ®□; ==e!~NO(SP-SC) ' ., Ve/'tJ Look to Loose , f<\ ~ ~:::.:~NO {SC) \!V°~VeryLoOM'lol.oow: CLAY fCI.) ~ Oteen.,l~ Q) VftlY Soft to Soft ® i ~-Tir.REO LIMESTONE (WI.SJ ® D NO RECOVERY CORRElATlOM OF N • VALUES~™ HARDNESS OESCRIPOON LIME.ROCK N•VALU'E N •VALUE REt.A.TIVf. OEMSITV H 0 VALl/t 1,1 •VALUE CONSISTENCl' N •VALIJE RELATIVE DENSm' {SAFETY) (AL/YO) ($AFETV) C"'UTO) ... .., VERY LOOSE .. , 0 -1 VtRY SOFT o-so :-on S-10 ··• LOOSE J ., , .. son 51-SOFORO'" KARO 11-.lll Sl-2<1 ME.OtUM DENSE •. , ,_, FIRl.1 JI .so ,, ... DENSE 4 -15 ;o.12 STlff OVER SO OV£R40 vER-t oe».Se 1&. 30 13. 24 VERY ST\FF OVER l0 OVER Z<I ..... .A.Pfl'ROXIMA TE FINES MOOfFIERS CONTENl 5,i. TO 1211, St..K>HTI.YSII.TI OR SLK.HrlYCLAYEY 171, TO 2S'!I. Sil TY OR ClAYEY lG'-TO .-e,i, VERY Sil TY OR VERY CLAVEY APfl'ROXMATE SHEU "4001FERS ~ o,&, TOS"4 s,to,n 13'!11, TO l01o 31'r. TO 50'w. NOMEN'llOtl SUGtm. Y SHELLY SHELl,.Y VERY SHELLY APPROXMAT'E ORGANIC CONTENT "400fflERS ~ TO 2.S'Jii NO MENllON Z.S'lli Tos, Wlll1A TRACE S'!lio TO 20'!lio WITH ORGA.t.nCS 20% TO 75, li'GHLY ORCMNK; 751' TO 100'W. PEAT DEHtHTION OF DE$CRIPnve TER t.,\S Of ~001Ft€RS FOR SILTSICLAYSISHEllS!GRAVELS ARE DESCRIBED AS FOU.OWS: PERCENTAGE OF MODIFIER MATERIAL FIRST OUALFIER SECONOOLJ•LFfsR WfTHAUTTlf EEi 5.1z 12 .JO 30 .,c SLIGHllY •MODIFIER • Y ~OOIF~R •Y WfiH SOME. VERY • MODIFIER • Y ANO RECORD OF TEST BORINGS Universal Engineering Sciences 201 Waldo Ave. N. Lehigh Acres. Florida 33971 239-489-2443 www.universaleogineering.c.om Client: AECOM Project No: 0530.2200314.0000 Project: NCIA-RF-Ancilary SUI.Hlure 10500 Gooole:tte-Frant. Ro.tld, Naples. Colier County, Fk:lrida Date: 10/24/2022 Drilled By: JD Rig: GP•7822 Or.iw n Sy: J M Approved By: AJO 0 2.5 5 0 2.5 5 g +8.80 HA-1 N ... ,,,1 r ~--·I +6.3o ··CD t·~~'.' ,I +3 .80 +6.60 +4.10 +1.60 · With A Trace of S11t 04/20/2021 HA-3 N G) .\'.~1 .'.=.,1 : .: •··I 1::.--:: 04/20/2021 SOIL PROFILES 0 2.5 +3 .88 ··· G) -:: :I : .. ;'" 5 _J_+1.38 I ~• ,, 04/20/2021 0 --r-+6 .90 HA-4 N n ·'···.' 2.5 + +4.40 G)!t ...... ,,,'". ,<I '' ] ,..,: 5 _J_+1 .90 · ,·::-'. 04/20/2021 With A Trace of Sill & Organics SOIL PROFILE LEGEND B·X • BORING NUM BER SOi l TYPE@ ~ GROUND WATER..SZ.. ~ LEVEL ---0 g IND ICATES PRACTICAL H REFUSAL TO BORING EQUIPMENT • INOICATES GRADUAL TRANSITIO N IN SOIL TYPES NOTES: N • STANDARD PENETRATION R ESISTANCE TEST (SP1) VALUE. NUMBERS TO lHE RIGHT OF BORINGS INDICATE SPTVAWE FOR 12SNCHES OF PENETRATION (UNLESS OTHERWISE NOTED). WOH • BORING INTERVAL ADVANCED UNDER WEIGHTOFHAMMER. V10R • BORING INTERVAL ADVANCED UNDER WEIGHT OF RoO, LFC • LOSS OF DRI LLING FLUID CIRCUL4.110N. 1/1ILS • WEA111E.REO LIMESTONE HA • NO RECORDED N VALUES DUE TO HANO AUGERING PROCEDURE SOIL CLASSIFICATION CORREt.ATJON or N. VAL\ltS WITH R£V.TIVE OE~ITY ltNO CO~SISTEMCY COHESIONlESS SOIL SILTSAt-10 CV.VS SOIL LEGEND ~ Brown, Gray, TM. Q) ~~ i':':Jedrum Oenu . ~ 8roW!'I, O.,\i to ~I G~. l:an, ® u ~~~to5t.~~~~ IHJl g:;:.._~,'st~ Tan, @ma Vttry LOGH 10 lil11cium Qer,w ITTlffl O#'ll to Ughl O,,~, Ugh.I Tan to Tan. 0 filffl e~ k~~\o F'l'm D Brown, Ci~. Tan. ® SJlgl'I,,, C~ey SANO(SP..SC) VH'f loo-$e '° Loose . ~ o,-,. Tan. a\ C..,,y SANO tSC) \::!,/ Vtty Loou to l00&e ' ClAY (CL) ~ ""'"·'"' {2) Ver-, Sofl to S<,ft ® weA rHEREo 1..u,1Es10Ne (WI.S) ... ; G<oY.hn ® D NO RECO\/£RV CORRELA TlON OF N -VALUES V',l11'H HA.RDNESS OESCRIPTION Ul,\fROCk N•VALUE N •VALVE RELATIVE DENSIT't" H -VAlUE N,VAllJE COllSlSfE.NCY N • VA.LUE RELATIVE DENSITY (SAFETY) Cl.l/TO) {SMETY) (AuTOJ ,_, •. , Y£RY Loose •. , 0 • I VERY $OFT 0 ·SO $OFT s-10 ... LOOSE. 3.5 '_, SOFT 51 -50 FOR O" HA.AO 11-30 t-2" Mf.DtUM DENSE .. , s .• FIRM 31-!iO ,. ... DENSE 6 -15 7-12 STIFF OVER 50 OVER olll> VERY DENSE 16-JO 1J • 2.C VE.RY SWF OVER 30 0\/'ER 1< ><ARO A.PP~OXltM'fE APPROXIMA.Tt M'PROXIMT'E FINES ~ SHELL '-tOOtFIERS OA:OAt.flC CONTENT ~ = CONTEITT °'lOZ.S'Wt NO MEH'nON S11olO1~ SLIGHT\.Y SlllY OR S UGHT\Y ClAYF'i' O'II, ros, OOMENTION 2.S'l TOS11. WITH.A TRACE 12'11, TO 25'1. SILTY OR CLAYEY S'WtT0 12'Wt SUGHTl Y SHELLY 5~T010"4 Wm•40RGANCS M'lf. TO 49'li-VERY SJLTY OR VERYClAYEY 13'1.TOlO'r, SHELLY ~107$" H.t0-HLY OftGANIC 31 % TOS01' \IERV SHELLY 1'S'lfo TO 101.W, PEAT DEFI.N ITION Of DESCRIPTIVE lERUS OF MODIFIERS FOR SILTSICLAYSl$Hl.llSIGRA.vElS ARE 0£SCFtl8£0 AS FOLLOWS: PERCENTAGE QF MQDIF!ER MATERIAL S-12 flRSfQUA\tf:'fR $LIGHTLY .. MOOIFIER • V MODIFIER • Y SEC:QllQQW.Llfl-A \\ffHA LITTLE WITH~! Ea 12-30 30-50 VERY •MOOlflE.R •Y , .. RECORD OF TEST BORINGS Urnversal Engineering Sciences 201 Waldo Ave. N. Lehigh Acres, Florida 33971 239-489-2443 www.universalengineeriog.com Clien1: AECOM Projec t No: 0S30.2"20031-4.0000 Project: NCYJR:F~Anc:llar; Structure 10500 GoOdlette-F,ank Ro.Kl, Naples, Coller Coun1y, Florid a Date: 04/2912021 Drilled By: 8G/JO Rig: 050/GP·7822 Drawn By:VN Approved By: AJO Appendix E -Discussion of Soil Groups CAO DISCUSSION OF SOIL GROUPS COARSE GRAINED SOILS GW and SW GROUPS. These groups comprise well-graded gravelly and sandy soils having l ittle or no plastic fines (less than 5 percent passing the No. 200 sieve). The presence of the fines must not noticeably change the strength characteristics of the coarse-grained fraction and must not interface with it's free-draining characteristics. GP and SP GROUPS . Poorly graded gravels and sands containing l ittle of no plastic fines (less than 5 percent passing the No. 200 sieve) are classed in GP and SP groups. The materials may be called uniform gravels, uniform sands or non-uniform mixtures of very coarse material and very fine sands, with intermediate sizes lacking (sometimes ca lled skip-graded, gap-graded or step-g(aded). This last group often resu lts from borrow pit excavation in which gravel and sand layers are mixed. GM and SM GROUPS. In general, the GM and SM groups comprise gravels or sands with fines (more than 12 percent passing the No. 200 sieve) having low or no plasticity. The plasticity index and l iquid limit of soi ls in the group should plot below the "A" l ine on the plasticity chart. The gradation of the material is not considered significant and both well and poorly graded materials are included. GC and SC GROUPS. In genera l, the GC and SC groups comprise gravelly or sandy soils with fines (more than 12 percent passing the No . 200 sieve), wh ich have a fairly high plasticity. The liq uid limit and plasticity in dex should plot above the "A" l ine on the plasticity chart. FINE GRAINED SOILS ML and MH GROUPS. In these groups, the symbol M has been used to designate predominantly si lty material. The symbols L and H represent low and high l iquid limits , respectively , and an arbitrary dividing l ine between the two is set at a liquid l im it of 50. The soils in the ML and MH groups are sandy si lts , clayey silts or inorganic silts with re latively low plasticity . Also included are loess type soils and rock flours. CL and CH GROUPS . I n these groups the symbol C stands for clay , with L and H denoting low or high liquid l imits , w ith the dividing line again set at a liqu id limit of 50. The soils are primarily inorg anic clays. Low plasticity clays are classified as CL and are usually lean clays , sandy clays or silty clays. The medium and high plasticity clays are classified as CH . These include the fat clays , gumbo clays and some vo lcanic clays. CAO OL and OH GROUPS. The soil in the OL and OH groups are characterized by the presence of organic odor or color, hence the symbol 0. Organic sil ts and clays are classified in these groups. The materials have a plasticity range that corresponds wi th the ML and MH groups. HIGHLY ORGANIC SOILS The highly organic soils are usually very so ft and compressible and have undesi rable construction characteristics . Particles of leaves , grasses, branches , or other fibrous vegetable matter are common components of these so ils . They are not subdivided and are classified into one group with the symbol PT. Peat humus and swamp so i ls with a h ighly organic texture are typical soils of the group. EEi CAO Appendix F -Laboratory Test Results CAO 201 Waldo Avenue North • Lehigh Acres, FL 33971 (239) 489-244 3 • (239) 4 89-34 38 (Fax) Project: Client : mUNIVERSAL® c:!:::'J ENGINEERING SCIENCES Fines Content Determination (200 Wash) ASTM C117 NCWRF Headworl<s Project ID: 0530.2100118.0000 AECOM Report ID: ________ _ Client Address: 441 5 Metro Parkway Suite 404, Fort Myers , FL Lab/MAC ID: --------- Material Location: Various Locations Sampled By: V. Nguyen Tested By: K. Hazard Material Description : NI A Material Classification: NIA ---------------- Sample A B Location and Original Sample Dry Sample Weight Depth of Weight Dry After Wash sample (g) (g) 8-1 (13'-15') 844.7 659.5 B-2 (8'-10') 662.5 548.9 B-3 (13'-15') 771.3 352.2 B-3 (23'-25') 678.5 384.7 B-2 (93'-95') 448.0 366.4 B-2 (83'-85') 464.9 398.7 Date Sampled: _4_/2_8_/2_0_2 _1 ____ _ Date T est ed : 5/4/2021 ---------- Method: -'B _______ _ [(A-B)/A]x100 % Passing No. 200 Sieve 21.9 17 .1 54.3 43.3 18.2 14 .2 Respectfully Submitted UNIVERSAL ENG INEERING SC IENCES , LLC REGISTRY #0549 5/11/2021 Adam J. Domacker, P.E Registered Engineer # 85319 State of Florida Test report shall not be reproduced , e xcept In lull, without the written approval of GFA International, Inc.I Universal Engineering Sciences, LLC. Environmental • Geotechnical • Construction Materials Testing • Special & Threshold Inspections • Plan Review & Code Compliance Florida's Leadln g E ngineering Source www.teamgfa.com I www.universalenaineering com CAO 201 Waldo Avenue North · Lehigh Acres, FL 33971 (239) 489-244 3 • (239) 4 89-3438 (Fa x) mUNIVERSAL® c:!::J ENGINEERING SCIENCES Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass -ASTM 02216 Project: Client: Client Address: Material Location: Sampled By: Tested By : Material Description: Material Classification: Sample ID Tare Weight (g) B-1 (13'-15') 4 2 1.8 B-2 (8'-1 O') 422.9 B-3 (13'-15') 434 .8 B-3 (23'-25') 415.1 B-2 (93'-95') 421 .2 B-2 (83'-85'\ 4 38.4 _N-'Cc....W-'-'R_F_H....;e:...:a....::d_w....::o...;.rk....::s _______ Project ID: 0530.2100 11 8.0000 ..:.A~E~C~O~M:.:...,_ __________ ReportlD: 44 15 Metro Parkway Suite 404, Fort Myer.Lab ID: _V_a_ri....::o.;;..us'--L.;;..oc;;.;a..:.t1....::·o_n-'-s ________ Sample Date: 4/28/2021 -'V..:.·..:.N.:..gi..:u:...y.;:;.e:.:.n ___________ Test Date: 5/4/2021 K. Hazard N/A N/A Wet Sample + Tare We ight (g) 14 33.4 1189.2 1400.6 1310.8 980.6 995.3 Dry Sample + Tare Weight Moisture Content (g) (%) 1266.5 1 9 .8% 1085.4 15.7% 1206.1 2 5.2 % 10936 32.0% 869.2 24 .9% 903.3 19.8% Respectfully Submitted UNIVERSAL ENGINEERING SCIENCES, LLC REGI STRY #054 9 Adam J . Do rnacker, P.E Registered Engineer# 85319 State of Florida 5/11/2021 Test report shall not be reproduced, except in full, without the written approval of GFA Internati on al, Inc./ Universal Engineering Science s, LLC. E nviron mental • Geotechnical • Construction Mat eria ls Test ing • Speci al & Threshold Inspections • Plan Review & Code Complianc e Florid a's Leadin g Engi neeri ng Source www.teamgfa.com I www.universalengineering .com CAO 201 Waldo Avenue North• Lehi h Acres, FL 33971 239 489-2443 • 239 489-3438 Fax Project: Cli ent : mUNIVERSAL® c:!::] ENG INEERING SCIENCES DETERMINATION OF ORGANIC CONTENT IN SOILS BY LOSS ON IGNITION AASHTO T 267 NCWRF Headworks Project ID: 0530.2100118.0000 AECOM Report ID: ________ _ Client Addre s s: 4415 Metro Parkway Suite 404, Fort Myers, FL Lab/MAC ID: ..c2c.;.1_-1....;.1_75;;..._ ____ _ Material L ocation: HA-2 -Oft to 2.5ft Sampled By: V. N u en D ate Sampled:..;4::..:12:.::8::..:/2:.::0c::.2.:....1 ____ _ Tested By: K. Hazard Date Tested: ..;:5c../4"'/2:..:0;.;:2c:.1 ____ _ Mater ia l D escription: Brown Sand with Trace Organics and Silt Material Classification: ..;:S.:.;P ________________________________________ _ T est Method: .:....M.:.;e:.::th.:.;o:..:d:..C=---..:..A.::s::.:h....:C:..:o:::.n:..::te::.:n.:.:t..;:b-....Y..:.lg;z:n.:....ih:..:·o:::.n:..;a::.:tc...4:...:4c::0_'..;:C:..:±::....:::22=--'C=----------F urnace Tern perature ('C): 440 ORGANICS Sample 1 Samele 2 Samele 3 Container & Orv Sample, (Al: 81 .03 79.32 79.48 Container W eiah t , 18): 4 3.81 44.47 46.56 Orv Samele Weiaht, IC= A -8): 37.22 34.85 32.92 Burn Wei a ht & Contai ner ID): 80.69 78.98 79.16 Burn Wei a ht, IE= D -Bl: 36.88 34 .51 32.60 Organic Weight, (F = C -E): 0 .34 0.34 0.32 Percent Oraanic, IG = F / Cl: 0.9% 1.0% 1.0% AVERAGE: 1.0% Comments: _____________________________________ _ Respectfully Submitted, UNIVERSAL ENGINEERI NG SCIENCES, LLC REGISTRY #0549 Test report sllall not be reproduced, except in full, v.,\hout the written approval of GF A lntemabonal, tncJ Universal Engineertng Sciences LLC. 5/1112021 Adam J . Dornacker, P .E Registered Engineer # 85319 State of Florida Environmental • Geotechnical • Construction Materi als Testing • Special & Threshold Inspections • Plan Review & Code Compliance Florida's Leading Engineering Source www.teamgfa.com I www.universalengi neering.com CAO 201 Waldo Avenue North • Lehi h Acres , FL 3397 1 239) 489-2443 • 239 489-3438 Fax Project: Client: Client Address: mUNIVERSAL® c::!:::'J ENGINEERING SCIENCES DETERMINATION OF ORGANIC CONTENT IN SOILS BY LOSS ON IGNITION AASHTO T 267 NCWRF Headworks Project ID: 0530.2 100118.0000 AECOM Report ID : _______ _ 4415 Metro Parkway Suite 4041 Fort Myers, FL L ab/MAC ID: .;;;2.c..1·--'1-'-17'--'6'------- Material Location: 8-1 -Oft -2ft Sampled By: V. N u en Date Sampled:_4:.:.:12:.:8:.:.:/2:.:0:.:2:..:1 ____ _ Tested By: K. Hazard Date Tested: .:5c.../4-"-/"-20:..2;..1 _____ _ Material Description: Tan Sand with Trace Organics Material Classification: .:S::.:.P ________________________________________ _ Test Method: c.M:.:.e:.:t.;..ho=-d=..;;;C_-..;.A..::s:.c.h'-C=-o::.:nc.:t.::.en:..ct;.;b;.,:Y..cl.,_gn:..ci.::.tio::.:n_:_::.al:..4.c.4;.:0:..•..:c:..±=-=2=2_'.:::C ________ Furn ace Tern peratu re ('C ): 440 ORGANICS Samole 1 Sample 2 Samole 3 Container & Orv Sample, (Al: 8961 82.85 87.41 Container Weiaht !Bl: 51,38 5 1.07 48,86 Orv Samole Weiaht, (C = A -8): 38,23 31,78 38.55 Burn Weiaht & Container !Dl: 88.97 82.45 86.84 Burn Weiaht, IE= D -8): 37.59 31 .38 37.98 Organic Weight, (F = C • E): 0.64 0.40 0.57 Percent Oraanlc, (G = F / C): 1.7% 1.3% 1.5% AVERAGE: 1.5% Comments: _____________________________________ _ Respectfully Submitted, UNIVERSAL ENGI NEERI NG SCIENCES, LLC REGISTRY #-0549 Test repo~ shall not be reproduced, except in fuN. without lhe written approval of GF A International, Inc./ Universal Engineering Sciences LLC. 5/11/2021 A dam J. Dornacker, P.E Registered Eng ineer# 85319 State of Florida Environmental • Geotechnical • Construction Materials Testing • Special & Threshold Inspections • Plan Review & Code Compli ance Florida's Leading Engineering Source www.teamgta.com I www.universalengineering.com CAO 201 Waldo Avenu e North • Lehi h Acres. FL 3397 1 239) 489-2443 • 239 489-3438 Fax Project: Client: Client Address: DETERMINATION OF ORGANIC CONTENT IN SOILS BY LOSS ON IGNITION AASHTO T 267 NCWRF He adwo rks Project ID: 0530.2 1001 18 .0000 A ECOM Report ID: ________ _ 4415 Metro Parkway Suite 404, Fort Myers, F L Lab/MAC ID: ..:2:..:1_-1""'1"'-7..:.6 _____ _ Materi al Location : B-3 -Oft -2ft Sampled By: V . N u en Date Sampled:_4::.,:12:.::8::..:/2:.::0c::2 ..:..1 ____ _ Tested By: K. Hazard Date Tested: ..;5c../4-'/-=-2-=-02=-1.;.._ ____ _ Material Description: Tan to Gray Sand with T race Organics Material Classification: ..::S:.:..P ________________________________________ _ Test Method: ..cM.:.:e:.:thcco:..:d:..C-=--·..:..A.;,;;sc.;h..:C:..:o:..n:.:.l e;:.;n.:.:t...:b"'y--"lg"'n"'it"'io:..n,;,,;a:..:tc..4:.;4...:0_'...:Cc.:±=--=-22=-'C=----------F urn ace Tern peratu re ('C): 440 ORGANICS Sample 1 Samole 2 Samole 3 Container & Orv Sample, (A l : 78.56 79.20 86.10 Container Weiaht , IB): 47.65 49.65 52 .22 Ory Samele Weiaht, /C = A -Bl: 30.91 29.55 33.88 Burn Weioht & Container (D): 78.1 78.62 85.58 Burn Weiaht, IE= D -Bl: 30.45 28.97 33.36 Organic Weight, (F = C -E): 0 .46 0.58 0.52 Percent Oraanic, IG = F / Cl: 1.5% 2 .0% 1.5% AVERAGE: 1.7% Comments:-------------------------------------- Respectfully Submitted , UNIVERSAL ENGI NEERI NG SCIENCES, LLC REGISTRY #0549 Test report shall not be reproduced. except in full, without the written approval of GFA ln temati011al, Inc.I Universal Engine ering Sciences LLC. 511112021 Adam J. Dornacker, P.E Registered Engineer# 85319 State of Florid a Envi ronmental • Geotechnical • Construction Material s Te sting • Special & Threshold Inspections • Plan Review & Code Compliance Flori da's Lead i ng En gi neeri ng So urce www.teamgfa.com I www.universal engineering.com CAO 201 Waldo Avenue North • Lehi h Acres, FL 33971 239 489-2443 • 239 489-3438 Fax mUNIVERSAL® c:!::] ENGINEERING SCIENCES STANDARD TEST METHODS FOR LIQUID LIMIT, PLASTIC LIMIT, AND PLASTICITY INDEX OF SOILS - ASTM 4318 Project: NCWRF Headworks Proj ect ID: 0530.2100110.0000 Client: AECOM Report ID: _________ _ Client Address: 4415 Metro Parkway Suite 404, Fort Myers, FL Lab/MAC 10: --2_1--'-1_17-'9'-------- Material Location: B -2 -13ft -15ft Sampled By: V. N u en Date Sampled: -'4...;;I 2"'"8/~2"'"02;:;.1'------- Tested By: K. Hazard Date Tested: """5_11-'-91--2 __ 02--1 _____ _ Material Description: _W_h_i_te_t_o_L_ig~h_t G_ra~y_C __ la~y~--------------------------------- Material Classification: ...:C:.:L:..._ _______________________________________ _ Test Method: Method B -One Point Liquid Limit Air-dry of Sample: ""B""ef""o--re"'"T""'e""s--t ____ _ LIQUID LIMIT METHOD B !ONE-POINT METHOD) Wet Soil + Tare Weight (g): 33.19 Dry Soi l + Tare Weight (g): 30 .92 Tare Weight (g): 21 .05 Dry Soil Weight (g): 9.87 Water Weight (g): 2.27 Water Content, w (%): 23.0% Correction Factor for Liquid Limit Based on No. of Blows: One Point Liauid Limit (%): Number of Blows, N: 29 1.018 23 PLASTIC LIMIT Wet Soil+ Tare (g): Dry Soil + Tare (g): Tare Weight (g): Dry Soil (g): Water(g): Water Content (%) 30.69 29.53 21 .09 8.44 1.16 13,7 Liquid Limit= -----2--3 __ _ Plastic Limit= ______ 1_4 ____ _ Plasticity Index = _____ 9 ____ _ Comments: Respectfully Submitted , Legend: I NP = Non-Plastic UNIVERSAL ENGINEERING SCIENCES, LLC REGISTRY #0549 Test report ~hall not be reprodvced, except fn full , without the written appro~al of GFA lnlematlonal Adam J. Dornacker, P.E Registered Engineer# 85319 State of Florida 5/2112021 Envi ronmental • Geotechnical • Construction Materia ls Testing • Special & Threshold Inspections • Plan Rev iew & Code Compliance Florida's Leading Engineering Source www.teamgfa.com I www.universalengi neeri ng .com CAO 201 Wa ldo Avenue Nonh • Leh i h Acres. FL 33971 239 489-2443 • 239 489-3438 Fax mUNIVERSAL® c:!::] ENGINEERING SCIENCES STANDARD TEST METHODS FOR LIQUID LIMIT, PLASTIC LIMIT, AND PLASTICITY INDEX OF SOILS - ASTM 4318 Project: NCWRF Headworks Project ID: 0530.210011 8.0000 Client: AECOM Report I D: _________ _ Client Address: 4415 Metro Parkway Suite 404, Fort Myers , FL Lab/MAC ID: .:2..:.1-....:1..:.1::::80:__ _____ _ Material Location: B -2 -33ft -35ft Sampled By: V.N u en Date Sampled : _4...;;/2"'8...;;/2"'0"'"21 _____ _ Tested By: K. Hazard Date Tested: ..:5;:.;/1-=9:.:/2-=0=-21.:__ ____ _ Material Description : ..;G;;.;r..:.a"-"'S"'ilt"--------------------------------------- Material Classification : .:.M:.:;L:.._ _______________________________________ _ Test Method : Method B -One Point Liqu id Limit Air-dry of Sample: "'B--'e'-foc..r..:.e....:T""e"'"st'------- LIQUID LIMIT METHOD B (ONE POINT METHOD\ Wet Soil + Tare Weight (g): 33.30 Dry Soil + Tare Weight (g): 31.89 Tare Weig ht (g): 21.08 Dry Soil Weight (g): 10.81 Water Weight (g): 1.41 Wate r Content, w (%): 13.0% Correction Factor tor Liquid Limit Based on No. of Blows: One Point Liauid Limit 1%\: Number of Blows, N: 28 1.014 13 PLASTIC LIMIT Wet Soil + Tare (g): Dry Soil + Tare (g): Tare Weight (g): Dry Soil (g): Water(g): Water Content (%) 30.40 29.23 21 .06 8.17 1.17 14.3 Liquid Limit= ____ 1:..::3:..... __ Plastic Limit = _____ _:1c..:4 ____ _ Plasticity Index = ____ ...;N..:.P:..,_ ___ _ Comments: Respectfully Subm itted, Legend: I NP = Non -Plastic UNIVERSAL ENGINEERING SCIENCES, LLC REGIS TRY #0549 Test report shall not be reproduced, except in full, without the written approval ot GFA International Adam J Dornacker, P.E Registered Engineer # 85319 State ot Florida 5121/2021 Environmental • Geotechnical • Construction Materials Testi ng • Special & Threshold Inspections • Plan Review & Code Compliance Florida's Leading Engineering Source www.teamgfa.com I www.un 1versalengineering.com CAO