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Agenda 12-19-23The City of Boynton Beach City Commission Agenda Tuesday, December 19, 2023, 6:00 PM City Hall Commission Chambers 100 E. Ocean Avenue Boynton Beach City Commission Ty Penserga, Mayor (At Large) Thomas Turkin, Vice Mayor (District III) Angela Cruz, Commissioner (District I) Woodrow L Hay, Commissioner (District II) Aimee Kelley, Commissioner (District IV) Daniel Dugger, City Manager Shawna Lamb, City Attorney Maylee De Jesus, City Clerk *Mission* To create a sustainable community by providing exceptional municipal services, in a financially responsible manner. www.boynton-beach.org Welcome 1 Thank you for attending the City Commission Meeting General Rules & Procedures for Public Participation at City of Boynton Beach Commission Meetings The Agenda: There is an official agenda for every meeting of the City Commissioners, which determines the order of business conducted at the meeting. The City Commission will not take action upon any matter, proposal, or item of business, which is not listed upon the official agenda, unless a majority of the Commission has first consented to the presentation for consideration and action. Consent Agenda Items: These are items which the Commission does not need to discuss individually and which are voted on as a group. Regular Agenda Items: These are items which the Commission will discuss individually in the order listed on the agenda. Voice Vote: A voice vote by the Commission indicates approval of the agenda item. This can be by either a regular voice vote with "Ayes & Nays" or by a roll call vote. Speaking at Commission Meetings: The public is encouraged to offer comment to the Commission at their meetings during Public Hearings, Public Audience, and on any regular agenda item, as hereinafter described. City Commission meetings are business meetings and, as such, the Commission retains the right to impose time limits on the discussion on an issue. Public Hearings: Any citizen may speak on an official agenda item under the section entitled "Public Hearings." Public Audience: Any citizen may be heard concerning any matter within the scope of the jurisdiction of the Commission - Time Limit - Three (3) Minutes. Regular Agenda Items: Any citizen may speak on any official agenda item(s) listed on the agenda after a motion has been made and properly seconded, with the exception of Consent Agenda Items that have not been pulled for separate vote, reports, and presentations. - Time Limit - Three (3) Minutes. Addressing the Commission: When addressing the Commission, please step up to either podium and state your name for the record. Decorum: Any person who disrupts the meeting while addressing the Commission may be ordered by the presiding officer to cease further comments and/or to step down from the podium. Failure to discontinue comments or step down when so ordered shall be treated as a continuing disruption of the public meeting. An order by the presiding officer issued to control the decorum of the meeting is binding, unless over-ruled by the majority vote of the Commission members present. Please turn off all cellular phones in the City Commission Chambers while the City Commission Meeting is in session. The City of Boynton Beach encourages interested parties to attend and participate in public 2 1.Openings A.Call to Order - Mayor Ty Penserga 2.Other A.Information Items by members of the City Commission. 3.Announcements, Community and Special Events And Presentations A.Library Advisory Board Presentation B.Announce system-wide free chlorination of the water distribution system. C.#BoyntonGivesBack meetings either in-person or via communications media technology online. To view and/or participate in the City Commission meeting online you have the following options: 1. Watch the meeting online, but not participate: You may watch the meeting via the GoToWebinar platform. Visit the City's website at www.boynton-beach.org to access the up-to-date link to the meeting. 2. Watch the meeting online and provide public comment during the meeting: To request to speak during the meeting, you can electronically "raise your hand" or type a question using the GoToWebinar platform. The meeting moderator will announce when it is your turn to speak or have your question addressed. Please note that time limits will be enforced so comments must be limited to no more than 3 minutes. For additional information or for special assistance prior to the meeting, please contact Maylee De Jesús, City Clerk at cityclerk@bbfl.us or (561) 742-6061. Roll Call. Invocation by Pastor Jeff Kelly, First Boynton Baptist. Pledge of Allegiance to the Flag led by Commissioner Woodrow L. Hay. Agenda Approval: 1. Additions, Deletions, Corrections 2. Adoption City Commissioners to disclose any informational items to the public. Library Advisory Board will provide an update to the commission The City of Boynton Beach Utilities Department will perform system-wide free chlorination for routine water distribution system maintenance from January 4, 2024, to January 24, 2024. If you would like more information, you can contact the Water Quality Division at (561) 742-6964. View #BoyntonGivesBack Video Presentation and hear about initiative from staff. 3 4.Public Audience 5.Administrative A.Advisory Board Appointments. 6.Consent Agenda A.Proposed Resolution No. R23-182- A Resolution of The City of Boynton Beach, Florida, adopting the 2023 Affordable Housing Advisory Committee Housing Incentives Report; and providing an effective date. B.Proposed Resolution No. R23-183- A Resolution of the City of Boynton Beach, Florida, approving an increase to the estimated expenditure with Routeware, Inc., to $75,000 for the remainder of the contract; and providing an effective date. C.Proposed Resolution No. R23-184- A Resolution of the City of Boynton Beach, Florida, approving and authorizing the City Manager to sign a developer's agreement with Isram Riverwalk, LLC for shared costs for the construction of force main improvements for Riverwalk Plaza located at 630 East Woolbright Road; and providing an effective date. D.Proposed Resolution No. R23-185- A Resolution of the City of Boynton Beach, Florida, approving and authorizing the Mayor to sign a Florida Department of Environmental Protection Drinking Water State Revolving Fund (DWSRF) Loan Agreement application (with 100% principal forgiveness) to develop the water treatment plant(s) planning and design project(s) intended to address drinking water compliance with proposed regulations related to emerging contaminants, in the amount of $5,167,179, execute all documents associated with the loan, accept the loan, and execute the loan agreement subject to approval by the City Attorney; providing for conflicts, severability, and providing an effective date. E.Proposed Resolution No. R23-186- A Resolution of the City of Boynton Beach, Florida, approving change order for task order UT-3E-07 for $57,970.00 for West Architecture + Design, LLC to complete design for the renovations of the Utilities Department Administration North Maintenance building to accommodate staff relocation, including updating the restroom to ADA standards, office space, its upgrades for connectivity, and conference room at 124 East Woolbright Road; and providing an effective date. Individual Speakers Will Be Limited To 3 Minute Presentations (at the discretion of the Chair, this 3 minute allowance may need to be adjusted depending on the level of business coming before the City Commission). City Commission to reappoint and appoint eligible members of the community to serve in vacant positions on City Advisory Boards. Approve Proposed Resolution No. R23-182. Approve Proposed Resolution No. R23-183. Approve Proposed Resolution No. R23-184. Approve Proposed Resolution No. R23-185. 4 7.Consent Bids and Purchases over $100,000 A.Proposed Resolution No. R23-187- A Resolution of the City Of Boynton Beach, Florida, approving Change Order No. 2 for Purchase Order 230742 With B&B Underground Construction in the amount of $207,649.96 for additional construction work increasing the contract amount to $3,003,845.89 and the contingency in the amount of $84,615.50 in accordance with Bid No. Utl22-036 for Dimick Road and Potter Road utility stormwater and water infrastructure improvements project awarded by the City Commission on October 18, 2022; and providing an effective date. B.Proposed Resolution No. R23-188- A Resolution of the City Of Boynton Beach, Florida, approving Amendment No. 1 to PO 211392 (Task Order UT-3B-02) with Aecom in the amount of $258,799.32 for additional engineering services to support the Coquina Cove stormwater, water main and sanitary sewer improvements project increasing the contract to $441,999.32 In accordance with RFQ No. 046-2821- 17/TP, General Consulting Services contract, scope Category B awarded by City Commission on August 20, 2018, and renewed through February 2024; and providing an effective date C.Proposed Resolution No. R23-189- A Resolution of the City of Boynton Beach, Florida, approving and authorizing the City Manager to sign a First Amendment to Master Services Purchase Agreement with AXON Enterprise, Inc., in the amount of $156,207.48 over a 5-year contract term for the purchase of the Axon Virtual Reality (VR) Training System. D.Bid Extensions and Piggy-Back Over $100,000. 8.Public Hearing 6 P.M. or as soon thereafter as the agenda permits. T he City Commission will conduct these public hearings in its dual capacity as Local Planning Agency and City Commission. A.Proposed Ordinance No. 23-022- Second Reading- An Ordinance of the City Commission of the City of Boynton Beach, Florida, amending the Land Development Regulations ("LDRS") Chapter 2, Land Development Process; Article VI "Impact And Selected Fees" to amend Section 2 to adopt a Comprehensive Impact Fee Schedule for Police facilities; adopting an impact fee study for Police facilities; amending Section 9 to create an impact fee schedule for Police facilities; providing for Approve Proposed Resolution No. R23-186. Approve Proposed Resolution No. R23-187. Approve Proposed Resolution No. R23-188. Approve Proposed Resolution No. R23-189. Approve the one-year extension for RFPs/RFQs/Bids and/or piggy-backs for the procurement of services and/or commodities over $100,000 as described in the written report for December 19, 2023 - "Request for Extensions and/or Piggy-backs." 5 codification; providing for severability; providing for conflicts; and providing for an effective date. B.Proposed Ordinance No. 23-023- Second Reading- An Ordinance of the City Commission of the City of Boynton Beach, Florida, approving the Boynton Beach Administrative Amendments to the 8th Edition (2023) of the Florida Building Code; providing for conflicts, severability, codification, and an effective date. C.Proposed Ordinance No. 23-024- Second Reading- An Ordinance of The City of Boynton Beach, Florida, amending the Land Development Regulations Chapter 1, Article II. Definitions, Chapter 3, Article IV, Section 3.D. Use Matrix and Notes, and Chapter 4, Article V. Minimum Off-Street Parking Requirements, to modify and add definitions, use regulations, and parking for commercial kitchen uses, food processing/manufacturing, ghost kitchens, and banquet halls; providing for conflicts, severability, codification and an effective date. D.Proposed Ordinance No. 23-025- Second Reading- An Ordinance of The City of Boynton Beach, Florida amending the Land Development Regulations, Chapter 4, Article V, Section 3. Special Reductions in Required Off-Street Parking, to add "Multi-Tenant Building" to warehouse, wholesale, and distribution; providing for conflicts, severability, codification and an effective date. 9.City Manager’s Report 10.Unfinished Business 11.New Business A.Executive report for force main break near lift station No. 356 at East Boynton Beach Boulevard. B.Presentation regarding fleet management, due to the concerns with the auto strike, and the possible reduction in products. 12.Legal A.Proposed Resolution R23-190- A Resolution of the City of Boynton Beach, Florida, approving and authorizing The Re-assignment of the Town Square Investigation to Pamala H. Ryan, Esquire, of Ottinot Ryan Law, and providing an effective date. 13.Future Agenda Items A.Discussion regarding regulations to support local businesses.- January 16, 2024 B.Presentation by staff and discussion regarding annexation options and procedures.- Approve Proposed Ordinance No. 23-022 on Second Reading. Approve Proposed Ordinance No. 23-023 on Second Reading. Approve Proposed Ordinance No. 23-024 on Second Reading. Approve Proposed Ordinance No. 23-025 on Second Reading. Presentation by Poonam Kalkat, Director of Utilities, on the executive report for the force main break near lift station No. 356 at East Boynton Beach Boulevard. Requested by Commissioner Kelley. Approve Proposed Resolution No. R23-190. Discussion requested by Commissioner Cruz. 6 January 16, 2024 C.Presentation by Utilities Department on project to review existing utility infrastructure, development of risk matrix, and prioritization of repairs and/or replacement projects - February 6, 2023 D.Provide update on grant funded projects in the Capital Improvement Plan - February 6, 2024 E.Discussion regarding existing regional programs and best practices to combat homelessness in the City. - March 19, 2024 F.Discussion regarding the Art Assessment Fee being allocated to infrastructure instead of public art. - TBD G.Discussion regarding combining City properties together to create senior affordable housing . - TBD 14.Adjournment Requested by Commissioner Hay Requested by Commissioner Cruz. Requested by Commissioner Cruz. Discussion requested by Commissioner Hay. Requested by Vice Mayor Turkin. Requested by Mayor Penserga. Notice If a person decides to appeal to any decision made by the City Commission with respect to any matter considered at this meeting, He/She will need a record of the proceedings and, for such purpose, He/She may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. (F.S. 286.0105) The City shall furnish appropriate auxiliary aids and services where necessary to afford an individual with a disability an equal opportunity to participate in and enjoy the benefits of a service, program, or activity conducted by the City. Please contact the City Clerk's office, (561) 742-6060 or (TTY) 1-800-955-8771, at least 48 hours prior to the program or activity in order for the City to reasonably accommodate your request. Additional agenda items may be added subsequent to the publication of the agenda on the City's web site. Information regarding items added to the agenda after it is published on the City's web site can be obtained from the office of the City Clerk. 7 City of Boynton Beach Agenda Item Request Form 3.A Announcements, Community and Special Events And Presentations 12/19/2023 Meeting Date: 12/19/2023 Library Advisory Board Presentation Requested Action: Library Advisory Board will provide an update to the commission Explanation of Request: Library Advisory Board will provide an update to the commission. How will this affect city programs or services? None. Fiscal Impact: n/a Attachments: Library_Advisory_Board_Presentation_Revised.pdf 8 Library Advisory Board Report 9 Florida Library Association's 2022 Library of the Year The Library Advisory Board proudly represents the state's top library, acknowledging its indirect involvement in the honor. The board, led by Director Craig Clark, aims to influence new ideas and programs supporting the city. 10 Career Online High School provides accredited high school education to adults .Graduates receive a diploma and a career certificate in their field . Career Online High School •18 Diplomas Earned to date •12 Students currently enrolled COHS Graduates celebrated at the 08/01/23 Boynton Beach City Commission meeting 11 •A guide that clearly establishes the responsibilities of the library for collecting, acquiring, organizing, and retaining materials within the Collection. •Clarifies that the Library takes a neutral stance on the material in its collection, neither approving or disapproving Collection Development Policy •originally adopted by the American Library Association in 1939 and amended multiple times throughout the years. •An unambiguous statement clarifying the basic principles that govern the service of all libraries as forums for the exchange of information. Library Bill of Rights 12 Summer Reading Program •encourages young readers to continue to read through the summer •Programs and prizes are sponsored by the Friends of the Boynton Beach City Library Thank you, Friends! 13 Adult Reading Club •Focuses on keeping adults interested in reading and involved with the Library •Programs and prizes are sponsored by the Friends of the Boynton Beach City Library Thank you, Friends! 2023 Adult Reading Club Log and Prize 14 •AARP Grant 2022 funded hiring instructor Brianna Tabil, equipment and software •the City Commission that unanimously voted to make this position full-time October 1, 2022 •To Date: ⚬126 Classes⚬369 Attendees⚬2 0 9 1:1 S e s s io n s Public Technology Trainer 15 Banned Books Discussion On October 26, 2022, Craig Clark, Library Director, and Lindsay Karten, Library Board member, attended BANNED BOOKS: 1st Amendment and Legal Limits to the Freedom to Read, presented by the Lawyers for Literacy Committee 16 •80th Anniversary of the Civil Air Patrol •Library Staff registered as CAP Aerospace Educators to obtain available free STEM to use in Library Youth Education Civil Air Patrol Programming & Exhibit 17 Economic Development Initiative Creative Edge Studio Virtual Zone Readily available resources for small businesses and entrepreneurs. 18 City of Boynton Beach Agenda Item Request Form 3.B Announcements, Community and Special Events And Presentations 12/19/2023 Meeting Date: 12/19/2023 Announce system-wide free chlorination of the water distribution system. Requested Action: The City of Boynton Beach Utilities Department will perform system-wide free chlorination for routine water distribution system maintenance from January 4, 2024, to January 24, 2024. If you would like more information, you can contact the Water Quality Division at (561) 742- 6964. Explanation of Request: The City of Boynton Beach Water Utility will temporarily change its water treatment disinfection process to free chlorination from Thursday January 4, 2024, through Wednesday, January 24, 2024. This is a standard practice in which the utility switches to a more robust disinfection method to ensure that the potable water delivered to the customer remains of the highest quality. As a result, the customer may notice a slight change in odor and taste in their water. During this period, the City’s Drinking Water Distribution System will continue to meet ALL Federal and State water quality standards. Customers can reduce the slight change in odor and taste during this period by keeping an open drinking water container in the refrigerator for a few hours to allow the chlorine to dissipate. Users of home dialysis machines, owners of tropical fish aquariums, and managers of stores and restaurants with holding tanks for fish and shellfish are advised to seek professional guidance on operating equipment during this period. Any changes will be eliminated when the Utility reverts to the usual disinfection method at the end of this chlorine flush period. This is a routine, preventive maintenance procedure to maintain the Water Distribution System. For further information, please call the Water Quality Division at (561) 742-6964 between 7 am – 4 pm, Monday through Friday. How will this affect city programs or services? The free Chlorination is part of routine maintenance of the water distribution system. The Utility will continue to meet all local, state, and Federal Safe Drinking Water Act requirements. Fiscal Impact: 19 No additional fiscal impact, this is included in the annual Utility operational budget. Attachments: 2024-01 Water Treatment Chlorination Notice.pdf 20 {00526809.1 306-9001821 } PUBLIC NOTICE TO WATER SYSTEM CUSTOMERS OF THE CITY OF BOYNTON BEACH UTILITY The City of Boynton Beach Water Utility will be temporarily changing its water treatment disinfection process to free chlorination beginning Thursday, January 4, 2024, through Wednesday, January 24, 2024. This is a standard practice in which we switch to a stronger disinfection method in order to ensure that the potable water delivered to the customer remains of the highest quality. As a result, the customer may notice a slight change in odor and taste in their water. During this period, the City’s Drinking Water Distribution System will continue to meet ALL Federal and State water quality standards. Customers particularly sensitive to the taste and odor of chlorine may place an open container of drinking water in their refrigerators for a few hours to allow the chlorine to dissipate. Because of this change, users of home dialysis machines, owners of tropical fish aquariums, and managers of stores and restaurants with holding tanks for fish and shellfish are advised to seek professional guidance on how to operate their equipment during this period as the method for removing chlorine residuals differs from removing chloramine residuals from tap water. Any changes will be eliminated when the Utility reverts to our normal disinfection method at the end of this chlorine flush period. Please be assured that this is a preventive maintenance procedure to maintain our Water Distribution System. If you would like further information on this matter, please call our Water Quality Division at 561-742-6964, between 7 a.m. – 4 p.m., Monday through Friday. 21 City of Boynton Beach Agenda Item Request Form 3.C Announcements, Community and Special Events And Presentations 12/19/2023 Meeting Date: 12/19/2023 #BoyntonGivesBack Requested Action: View #BoyntonGivesBack Video Presentation and hear about initiative from staff. Explanation of Request: The City is launching #BoyntonGivesBack, an initiative that showcases all of the amazing ways the Boynton Beach community, City Commission and City Staff come together to serve and give back to the community throughout the year. 22 City of Boynton Beach Agenda Item Request Form 5.A Administrative 12/19/2023 Meeting Date: 12/19/2023 Advisory Board Appointments. Requested Action: City Commission to reappoint and appoint eligible members of the community to serve in vacant positions on City Advisory Boards. Explanation of Request: The City Clerk's Office has received applications from City residents who are seeking to become new board members. The attached list contains term openings and vacancies on the various advisory boards with the designated Commission members having responsibility for the appointment to fill each term opening and vacancy. How will this affect city programs or services? Appointments are necessary to keep City Advisory Boards full and operating as effectively as possible. Fiscal Impact: There is no fiscal impact to the budget for this item. Attachments: Appointments_Reappointments_and_Applicants_for_12-19-23.docx Gordon, Golene - Community Redevelopment Agency Advisory Board.pdf Jackowiak, Mark - Community Redevelopment Agency Advisory Board.pdf McIntyre, Noelle - Community Redevelopment Agency Advisory Board.pdf Posta, Heather - Community Redevelopment Agency Advisory Board.pdf Roundtree, Lesha - Community Redevelopment Agency Advisory Board.pdf Gurrieri, Gabrielle - Education and Youth Advisory Board.pdf Stephanie Colaianni Library Board Appointment application.pdf Mary Pacine Senior Advisory Board Appointment application.pdf 23 Advisory Board Vacancies December 19, 2023 Community Redevelopment Agency Advisory Board 2 Year staggered terms Mayor Penserga Regular 2-year term Applicants:Golene Gordon Mark Jackowiak Noelle McIntyre Heather Posta Lesha Roundtree Building Board of Adjustment and Appeals Regular member 2 (2 year) terms Alternate Member 2 (1 year) terms Mayor Penserga Regular Vice Mayor Turkin Regular I Cruz Regular II Hay Regular IV Kelley Regular Mayor Penserga Regular Vice Mayor Turkin Alternate I Cruz Alternate Applicants:None Employees Pension Plan Board of Trustees Vice Mayor Turkin Member Employee Representative (Non-Bargaining) I Cruz Member Employee Representative Applicants:None Education and Youth Advisory Board Regular member 2 (2 year) terms Alternate/Student Member 2 (1 year) terms II Hay Regular IV Kelley Regular I Cruz Student Applicant:Gabrielle Gurrieri Library Board Regular member 2 (2 year) terms Alternate Member 2 (1 year) terms Vice Mayor Turkin Regular I Cruz Alternate II Hay Alternate Applicant: Stephanie Colaianni Recreation and Parks Board Regular member 2 (2 year) terms Alternate Member 2 (1 year) terms II Hay Regular IV Kelley Alternate Applicant:None 24 Advisory Board Vacancies December 19, 2023 Senior Advisory Board Regular member 2 (2 year) terms Alternate Member 2 (1 year) terms Mayor Penserga Regular Vice Mayor Turkin Regular I Cruz Regular Applicant:Mary Jane Pacine 25 Stanzione, Tammy From: City Clerk Sent: Thursday, April 13, 2023 8:46 AM To: Stanzione, Tammy Subject: FW: Advisory Board Appointment application From: glouis129 <noreply@123formbuilder.com> Sent: Thursday, April 13, 2023 8:29 AM To: City Clerk<CityClerk@bbfl.us> Subject: Advisory Board Appointment application Today's date 04/13/2023 Name GOLENE GORDON Phone number Address 230 LAKE MONTEREY CIR BOYNTON BEACH FL 33426 United States Email glouis129@gmail.com Current occupation or, if Real estate agent,financial specialist and life insurance broker retired, prior occupation Education Are you a registered voter? Yes Do you reside within the Yes Boynton Beach City limits? Do you own/manage a businessYes within City limits? If"yes", name of business: GORDON SOLUTION LLC Are you currently serving on a Yes City board? Have you served on a City Yes board in the past? If"yes", which board(s) and CURRENTLT SERVING AS A MEMBER OF CRAAB, FORMER ART COMMISSION BOARD when? AND FORMER P&D BOARD Have you ever been convicted No of a crime? If"yes", when and where? Advisory Board Community Redevelopment Agency Advisory Board 26 If appointed by the City Commission to serve as Board Yes Chair or Vice Chair are you willing to serve in this capacity? Personal Qualifications MY MANY YEARS OF SERVING THE COMMUNITY Professional Memberships MATERS OF BUSINESS ADMINISTRATION Feel free to attach/upload an extra sheet or resume. Certification I, the applicant, hereby certify that the statements and answers provided herein are true and accurate. I understand that, if appointed, any false statements may be cause for removal from a board. The message has been sent from 69.180.113.28(United States)at 2023-04-13 07:29:09 on Chrome 111.0.0.0 Entry ID:617 Referrer: httos://www.bovnton-beach.org/ Form Host: https://form.123formbuilder.com/583214/advisory-board-appointment-application 2 27 Stanzione, Tammy From: City Clerk Sent: Monday, April 17, 2023 8:03 AM To: Stanzione, Tammy; De Jesus, Maylee Subject: FW: Advisory Board Appointment application Attachments: Mark_Jackowiak_Resume_04112023.pdf From: mjackowiak<noreply@123formbuilder.com> Sent: Friday, April 14, 2023 4:55 PM To: City Clerk<CityClerk@bbfl.us> Subject:Advisory Board Appointment application Today's date 04/14/2023 Name Mark Jackowiak Phone number 561-374-0031 Address 3156 N Greenleaf Circle Boynton Beach FL 33426 United States Email mjackowiak@zeltahomewatch.com Current occupation or, if retired, prior CEO and Founder occupation Education Depaul University - Bachelor Degree of Arts in Business Management and Entrepreneurship Are you a registered Yes voter? Do you reside within the Boynton Beach Yes City limits? Do you own/manage a business within City Yes limits? If"yes", name of Zelta Home Watch business: Are you currently serving on a City No board? Have you served on a Yes City board in the past? 1 28 If"yes",which Comsumer Protection Commission -Oak Forest, IL 2004 board(s)and when? Have you ever been No convicted of a crime? If"yes",when and where? Advisory Board Community Redevelopment Agency Advisory Board If appointed by the City Commission to serve as Board Chair Yes or Vice Chair are you willing to serve in this capacity? Personal My career in sales has given the ability to effectively communicate and build strong Qualifications relationships. I served on the Consumers Protection Commision,which I acted as a liaison between the community and businesses in the community. I currently own a home watch business in Boynton Beach and watch homes in Palm Beach County. I am serving as an Ambassador(Business Mentor) for the Delray Beach Chamber of Commerce. I am bonded, insured and background checked with the National Home Watch Association. I am licensed a FHSAA Football and Baseball official. I have overall rating of 4.8. Professional National Home Watch Association Memberships Delray Beach Chamber of Commerce-Ambassador Committee Florida High School Athletic Association Feel free to attach/upload an https://form.123formbuilder.com/upload dld.php?fileid=50c95679f875a815388399f81ealc5b5 extra sheet or resume. Certification I, the applicant, hereby certify that the statements and answers provided herein are true and accurate. I understand that, if appointed, any false statements may be cause for removal from a board. The message has been sent from 68.91.221.102(United States)at 2023-04-14 15:55:21 on Chrome 112.0.0.0 Entry ID:619 Referrer:https://www.bovnton-beach.orx/ Form Host:https://form.123formbuilder.com/583214/advisory-board-appointment-application 2 29 MARK A. JACKOWIAK Boynton Beach. FL I 561.374.0031 I mjackowak@zeltahomewatch.com CAREER SUMMARY Accomplished business entrepreneur and sales professional experienced in maximizing business-to-business sales within highly competitive markets. Expert closer committed to a solution-based sales approach and a customer-centered focus. Exceptional ability to build and maintain relationships with key decision makers. Proven track record of exceeding million-dollar annual sales quotas. Extraordinary communication and organizational skills. HIGHLIGHTS New Business Development • Prospecting and Cold Calling Client Relationship Management Territory Management Consultative& Solution Sales Key Account Management C-Level Sales Relationships • New Account Acquisition Leadership&Team Building PROFESSIONAL EXPERIENCE ZELTA HOME WATCH—Boynton Beach,FL Dec 2022 to Current CEO and Founder—Conduct visual inspection of a home or property, looking for obvious issues. Identify water, mold and pest problems. Work with various outside contractors to repair or service the properties. Word of mouth referrals and market affluent communities to secure and protect their homes. Member of the National Home Watch Association—insured, bonded and criminal background check Member of the Delray Beach Chamber of Commerce—Accepted as an Ambassador Affiliation and strong relationship with All Trades Construction Company for Project Management Top 10%Home Watch Businesses in Palm Beach County, FL MONEY MAILER OF GREATER ORLAND—Frankfort, IL Apr 2017 to Apr 2022 Franchise Owner/President- Responsible for day-to-day operations, monthly profit and loss reporting, help businesses and management create strategic plans to market their products and services through direct mail,mobile and digital marketing. Increased profit margins over 63%year over year Closed over 2,469 spots of advertising in 2019 Awarded Special Achievement Award for increasing 1,573 spots Received the Diamond Club Member for being recognized of Outstanding Achievement of 50+months MARJACK ENTERPRISES,LLC—Oak Forest, IL Mar 2005 to Dec 2018 Real Estate Investor/Property Manager—Purchased real estate properties and land in Georgia, Florida, Illinois,and Tennessee. Managed and operated rental properties in Illinois. Responsible for the day-to-day activities in the upkeep and maintenance schedules with all vendors and contractors. Negotiated reduced rates with maintenance companies, saving 10%annually Screened applicants, conducted background checks,drafted lease documents and collected rent checks Coordinated a tender for new maintenance suppliers,successfully saving the business 75%of the budget 30 MARK A.JACKOWIAK Page 2 PACK4U—Oak Forest,IL Jan 2016 to Jul 2017 Regional Sales Director-Sold automated solutions to retail and long-term care pharmacies for startup venture.Cover seven states in Midwest Region.Develop strategic relationships with pharmaceutical wholesalers,automation providers and software vendors to build pipeline. Closed firms' first pharmacy deal in Indiana,converting client from manual process to our automated solution: client realized cost savings of$30,000 Generated 191 leads and 10 new opportunities in Florida,Texas and Illinois Consult with pharmacies about the ROI of patient-specific compliance packaging CINTAS(Formerly Zee Medical)—Chicago South,IL Jan 2015 to Dec 2016 Safety and First Aid Sales Consultant—Responsible for the sale of first aid supplies,training programs,emergency first- responder products and personal protection equipment.Developed solution-based sales relationships by identifying potential problem areas in workplace safety. Attained over 130%of quota in first quarter of 2015 Ranked in the top 5%of sales organization based on year-to-date sales revenue Added 25 new accounts in municipal,industrial,retail and transportation segments AVIS BUDGET CAR RENTAL GROUP—Western Suburbs,IL May 2012 to Dec 2014 Independent Agency Operator-Maintained a business plan aimed at developing rent-a-car business in local area. Developed and used internal relationships to ensure fleet was maintained and available. Responsibilities included: budgeting, payroll,and employee management. Hired,trained,and motivated a team of Rental Associates. 1 location in counter sales revenue at 121%in January 2014 for Western Region Managed day to day operations of a$500,000 location, 10%revenue growth over YTD 2013 Attained 100%of monthly counter sales incentive program for 2013 WOLTERS KLUWER FINANCIAL SERVICES—Headquartered in St. Cloud, MN Jan 2011 to May 2012 Account Executive-Sold compliance,audit and risk management software solutions to community banks mortgage lenders and insurance organizations.Collaborated with sales,retention specialists and support partners to meet changing customer needs. Attained 100%of$1.4 million annual subscription inventory quota Exceeded annual software quota by 150% Conducted group software demo,closed three out of five attendees,produced$60,000 in new sales EDUCATION DEPAUL UNIVERSITY-Chicago,Illinois Bachelor of Arts in Business Management ASSOCIATIONS NATIONAL HOME WATCH ASSOCIATION-NHWA DELRAY BEACH CHAMBER OF COMMERCE—AMBASSADORS COMMITTEE 31 Stanzione, Tammy From: City Clerk Sent: Wednesday, February 01, 2023 12:12 PM To: De Jesus, Maylee; Stanzione, Tammy Subject: FW: Advisory Board Appointment application Attachments: Noelle.docx From: nmcintyre82 <noreply@123formbuilder.com> Sent: Wednesday, February 1, 2023 11:15 AM To: City Clerk <CityClerk@bbfl.us> Subject: Advisory Board Appointment application Today's date 02/01/2023 Name Noelle McIntyre Phone number 561-703-3759 Address 910 SW 27th Avenue Boynton Beach Florida 33435 United States Email nmcintyre82@gmail.com Current occupation or, if retired, prior Self Employed occupation Education Some college Are you a registered Yes voter? Do you reside within the Boynton Beach Yes City limits? Do you own/manage a business within City No limits? If"yes", name of business: Are you currently serving on a City No board? Have you served on a City board in the No past? If "yes", which board(s) and when? 1 32 Have you ever been No convicted of a crime? If"yes",when and where? Advisory Board Community Redevelopment Agency Advisory Board If appointed by the City Commission to serve as Board Chair Yes or Vice Chair are you willing to serve in this capacity? Personal see attachment Qualifications Professional Memberships Feel free to attach/upload an https://form.123formbuilder.com/upload dld.php?fileid=648e42b7a14247cc47411585259a1152 extra sheet or resume. Certification I, the applicant, hereby certify that the statements and answers provided herein are true and accurate. I understand that, if appointed, any false statements may be cause for removal from a board. The message has been sent from 73.57.19.190(United States)at 2023-02-01 11:14:42 on Chrome 109.0.0.0 Entry ID:587 Referrer:https://www.boynton-beach.org/ Form Host:httos://form.123formbuilder.com/583214/advisory-board-appointment-application 2 33 I am a third generation True Floridian whose local roots belong to the city of Boynton Beach and the surrounding areas. After working as a Corporate Compliance Director overseeing 20+ employees and responsible for the entire teams compliance efforts in a heavily regulated industry for almost ten years 2000-2009), I started my own company in 2011 and have enjoyed being a small business owner with 30+ employees in the real estate industry. Taking my corporate compliance background and that corporate discipline mentality, I have been successful in applying those qualities with my own "treat those how you would want to be treated" kinder and more heartfelt approach to be the proud business owner I am today. I strive in problem solving, creative thinking, business management, and contract negotiations. I've wanted to be more involved in my community for years. Hoping I get the opportunity to do so in the near future. For more about me — please visit the link below https://www.truefloridianrealty.com/about 34 Stanzione, Tammy From: City Clerk Sent: Monday, April 24, 2023 7:44 AM To: Stanzione, Tammy Subject: FW: Advisory Board Appointment application From: hirurzun<noreply@123formbuilder.com> Sent:Saturday, April 22, 2023 3:58 PM To:City Clerk<CityClerk@bbfl.us> Subject:Advisory Board Appointment application Today's date 04/22/2023 Name Heather Posta Phone number 561-635-0114 Address 2555 SW 14 th Stree Boynton Beach Florida Florida33426 Reserved Email hirurzun@gmail.com Current occupation or, if Delray Beach Ocean Rescue Lieutenant retired, prior occupation Education Hi school diploma Are you a registered voter? Yes Do you reside within the Yes Boynton Beach City limits? Do you own/manage a business No within City limits? If"yes", name of business: Are you currently serving on a No City board? Have you served on a City No board in the past? If"yes",which board(s)and when? Have you ever been convicted No of a crime? If"yes",when and where? Advisory Board Community Redevelopment Agency Advisory Board 1 35 If appointed by the City Commission to serve as Board Yes Chair or Vice Chair are you willing to serve in this capacity? Personal Qualifications As an Ocean Rescue Lieutenant for City of Delray Beach over the past 28 years, I have had a great deal of experience in representing the Ocean Rescue/Fire Rescue Division in many different facets. I have received several different proclamations from our cities mayor on behalf of our Lifeguard Competition Team, spoken on behalf of several employees receiving their service awards in front of all of our department heads,and presented at several of our local schools for our Ocean Awareness Program. I have participated in ongoing community outreach by teaching CPR classes to our city employees,as well as being the lead instructor of our Junior Lifeguard Program. Professional Memberships I have been a member in good standing of the United States life-saving Association as well as The international Association of firefighters for the past 28 years. Feel free to attach/upload an extra sheet or resume. Certification I, the applicant, hereby certify that the statements and answers provided herein are true and accurate. I understand that, if appointed,any false statements may be cause for removal from a board. The message has been sent from 174.228.164.52(Reserved)at 2023-04-22 14:58:16 on iPhone 15.6 Entry ID:625 Form Host: https://form.123formbuilder.com/583214/advisory-board-appointment-application 2 36 From: lesharoundtreell <noreply@l23formbuilder.com> Sent: Wednesday, March 29, 2023 2:47 PM To: City Clerk<CityClerk@bbfl.us> Subject: Advisory Board Appointment application Today's date 03/29/2023 Name Lesha Roundtree Phone number Address 805 N.E 2nd Ct. Boynton Beach FL 33435 Netherlands Email lesharoundtreell@gmail.com Current occupation or, if retired, prior occupation Education Master Degree Are you a registered Yes voter? Do you reside within the Boynton Beach City Yes limits? Do you own/manage a business within City limits? If"yes", name of LCAAR Enterprises business: Are you currently serving Yes on a City board? Have you served on a Yes City board in the past? If "yes",which board(s) Parks and Recreation and when? Education Advisory Community Relations Library Advisory Have you ever been No convicted of a crime? If"yes",when and where? Advisory Board please select... If appointed by the City Commission to serve as Yes Board Chair or Vice Chair 2 37 are you willing to serve in this capacity? Personal Qualifications Professional Memberships Feel free to attach/upload an extra sheet or resume. Certification I, the applicant, hereby certify that the statements and answers provided herein are true and accurate. I understand that, if appointed, any false statements may be cause for removal from a board. The message has been sent from 127.0.0.1 (Netherlands) at 2023-03-29 13:47:29 on Chrome 110.0.0.0 Entry ID:612 Referrer:https://www.bovnton-beach.orp/ Form Host: https://form.123formbuilder.com/583214/advisory-board-appointment-application 3 38 Stanzione, Tammy From: Lesha Roundtree <lesharoundtreell@gmail.com> Sent: Tuesday, April 04, 2023 11:20 AM To: Stanzione, Tammy Subject: Re: FW: Advisory Board Appointment application Hello- I applied for two boards. I am very interested in the CRA Advisory Board. On Tue,Apr 4, 2023 at 8:21 AM Stanzione,Tammy<StanzioneT(a bbfl.us>wrote: Ms. Roundtree, Thank you,we have received your Advisory Board Appointment application. Your application will be submitted to the City Commission for consideration of appointment at the April 18, 2023 Commission meeting. Tammy Stanzione, CMC Deputy City Clerk City Clerk's Office Mailing Address: P.O. Box 310 I Boynton Beach, Florida 33425 Physical Address: 100 E. Ocean Ave. I Boynton Beach, Florida 33435 561-742-6062 p StanzioneT@bbfl.us I 0 boynton-beach.org/ Please be advised that Florida has a broad public records law and all correspondence to me via email may be subject to disclosure.Under Florida records law, email addresses are public records.Therefore, your e-mail communication and your e-mail address may be subject to public disclosure. From:City Clerk<CitvClerk@bbfl.us> Sent:Wednesday, March 29, 2023 3:02 PM To:Stanzione,Tammy<StanzioneT@bbfl.us>; De Jesus, Maylee<DeJesusM@bbfl.us> Subject: FW:Advisory Board Appointment application 1 39 Stanzione, Tammy From: madamelionl <noreply@123formbuilder.com> Sent: Wednesday, November 15, 2023 6:35 AM To: City Clerk Subject: Advisory Board Appointment application Attachments: GABRIELLEGURRIERI-RESUME-2023.docx This Message Is From an External Sender This message came from outside your organization. Today's date 11/15/2023 Name Gabrielle Gurrieri Phone number 561-810-6105 Address 5681 Ainsley Ct. Boynton Beach Florida 33437 United States Email madamelionl@gmail.com Current occupation or, if retired, prior Former Retail Business of Boynton Beach occupation Education MA in TESOL-LIU POST, MS in Communication Disorders and Sciences- LIU POST Are you a registered Yes voter? Do you reside within the Boynton Beach Yes City limits? Do you own/manage a business within City No limits? If"yes", name of business: Are you currently serving on a City No board? Have you served on a City board in the past? No If"yes", which board(s) and when? Have you ever been No convicted of a crime? 40 If"yes",when and where? Advisory Board Education and Youth Advisory Board If appointed by the City Commission to serve as Board Chair orYes Vice Chair are you willing to serve in this capacity? Personal QualificationsI am an entrepreneur, an educated woman and most importantly a mother. Educating our youth now will allow students to transition into leaders, developers and critical thinkers for the future. My keen marketing tactics will allow the flexibility to adapt programs for effective community outreach that will not only produce results but stapled resolutions for years to come. As a former business owner in the great city of Boynton Beach, I also find interest in being apart of the Building Board of Adjustments&Appeals. I am young yet mindful and wise. I know what it will take to build that broken bridge between the city and the community. Professional Memberships Palm Beach Young Republicans Feel free to attach/upload an extrahttps://form.123formbuilder.com/upload dld.php?fileid=f490bb885b97f7c58be3a89cfdeecb78 sheet or resume. Certification I,the applicant, hereby certify that the statements and answers provided herein are true and accurate. I understand that, if appointed, any false statements may be cause for removal from a board. The message has been sent from 76.109.136.163 (United States) at 2023-11-15 06:34:46 on Chrome 119.0.0.0 Entry ID: 664 Referrer: https://www.bovnton-beach.org/ Form Host: https://form.123formbuilder.com/583214/advisory-board-appointment-application 2 41 Gabrielle L.Gurrieri 5681 Ainsley Ct. Boynton Beach,FL 33437 561-810-6105 Madame lionl@gmail.com OBJECTIVE: To obtain a position as an Advisory Board member. EDUCATION: Long Island University,Post Campus,Brookville,NY December 2014 Degree:B.S. Major: Speech Language Pathology GPA:3.00 January 2017 Long Island University,Post Campus,Brookville,NY Degree:M.A. Major:TESOL M.A. GPA:3.96 CERTIFICATIONS: June 2018-June 2024 Alcohol and Tobacco License September,2017 Leveled Literacy Intervention(LLI) June,2017 TESOL/EAS State Certification(New York&Florida) 2014 Certified Teaching Assistant 2011 Certified and Trained in Applied Behavioral Analysis(ABA) AWARDS: Spring 2017 Student Teacher of the Year,LIU Post Excellence in Service Award,LIU Post Summer 2015-Spring 2017 Dean's List August 2015 Robert J. Uplinger,Distinguished Service Award RELATED EXPERIENCES June 2018-November 2023 Owner of Lion Heart Vane 1750 N.Congress Ave Ste 300 Boynton Beach,FL 33426 August 2019-August 2020 Grade 6 ELA Teacher Renaissance Charter School at Summit 2001 Summit BLVD West Palm Beach,FL 33406 September 2017-June 2018 Long Term Leave Replacement TESOL Teacher Southdown Primary School 155 Browns Road Huntington,NY 11743 Fall 2008-2015 Manager of Edible Arrangements 522 Walt Whitman Road Melville,NY 11747 INTERESTS: Educational welfare,volunteerism,and fitness REFERENCES Available upon request 42 From:StephColaian To:City Clerk Subject:Advisory Board Appointment application Date:Thursday, October 26, 2023 3:58:50 PM Today's date 10/26/2023 Name Stephanie Colaianni Phone number 561-212-1654 Address 2207 SE 2nd Street Boynton Beach FL 33435 United States Email StephColaian@gmail.com Current occupation or, if retired, prior occupation Senior Media Buyer (Digital Marketing) Education FAU Are you a registered voter?Yes Do you reside within the Boynton Beach City limits?Yes Do you own/manage a business within City limits?Yes If "yes", name of business:Steph Cola, LLC Are you currently serving on a City board?No Have you served on a City board in the past?No If "yes", which board(s) and when? Have you ever been convicted of a crime?No If "yes", when and where? Advisory Board Library Board If appointed by the City Commission to serve as Board Chair or Vice Chair are you willing to serve in this capacity? Yes Personal Qualifications I'm a natural data analyst, photographer/videographer by hobby which allows me to be groovy at digital marketing as a whole. Professional Memberships I'm the newest board member of Boynton Beach Sister Cities. 43 Feel free to attach/upload an extra sheet or resume. Certification I, the applicant, hereby certify that the statements and answers provided herein are true and accurate. I understand that, if appointed, any false statements may be cause for removal from a board. The message has been sent from 166.205.159.70 (United States) at 2023-10-26 14:58:44 on Chrome 118.0.0.0 Entry ID: 662 Referrer: https://www.boynton-beach.org/ Form Host: https://form.123formbuilder.com/583214/advisory-board-appointment-application 44 From:rodwarrior711 To:City Clerk Subject:Advisory Board Appointment application Date:Tuesday, November 07, 2023 11:50:38 AM Today's date 11/07/2023 Name Mary Jane Pacine Phone number 954-210-2092 Address 2570 S.Federal Hwy. #3 570 S. Federal Hwy.#3 Boynton Beach Florida 33435 United States Email rodwarrior711@gmail.com Current occupation or, if retired, prior occupation Retired realtor / personal assistant/social worker Education associate degree Are you a registered voter?Yes Do you reside within the Boynton Beach City limits?Yes Do you own/manage a business within City limits?No If "yes", name of business: Are you currently serving on a City board?No Have you served on a City board in the past?No If "yes", which board(s) and when? Have you ever been convicted of a crime?No If "yes", when and where? Advisory Board Senior Advisory Board If appointed by the City Commission to serve as Board Chair or Vice Chair are you willing to serve in this capacity? Yes Personal Qualifications Social worker for the Elderly /realtor/ personal assistant/ interested in giving back to the community. referred by Boynton Beach ,commissioner. Angela Cruz. Professional Memberships Realtors of Broward county, Pottsville Pa. city council, 45 Feel free to attach/upload an extra sheet or resume. Certification I, the applicant, hereby certify that the statements and answers provided herein are true and accurate. I understand that, if appointed, any false statements may be cause for removal from a board. The message has been sent from 50.228.245.186 (United States) at 2023-11-07 11:50:31 on Chrome 118.0.0.0 Entry ID: 663 Referrer: https://www.boynton-beach.org/ Form Host: https://form.123formbuilder.com/583214/advisory-board-appointment-application 46 City of Boynton Beach Agenda Item Request Form 6.A Consent Agenda 12/19/2023 Meeting Date: 12/19/2023 Proposed Resolution No. R23-182- A Resolution of The City of Boynton Beach, Florida, adopting the 2023 Affordable Housing Advisory Committee Housing Incentives Report; and providing an effective date. Requested Action: Approve Proposed Resolution No. R23-182. Explanation of Request: Section 420.9076, Florida Statutes, requires each Florida jurisdiction receiving State Housing Initiatives Partnership (SHIP) funds to appoint an eight to eleven-member Affordable Housing Advisory Committee (AHAC). Each member represents a role in the affordable housing industry, as a citizen of the jurisdiction, and a locally elected official. The AHAC is mandated by section 420.9076(4), Florida Statutes, to meet annually to review, consider, and recommend to the local governing body 11 Affordable Housing Incentives to remove barriers to affordable housing. The 11 incentives are in the following areas: 1. The processing of approvals of development orders or permits for affordable housing projects is expedited to a greater degree than other projects, as provided in s. 163.3177(6)(f)3. 2. All allowable fee waivers are provided for the development or construction of affordable housing. 3. The allowance of flexibility in densities for affordable housing. 4. The reservation of infrastructure capacity for housing for very low-income persons, low- income persons, and moderate-income persons. 5. Affordable accessory residential units. 6. The reduction of parking and setback requirements for affordable housing. 7. The allowance of flexible lot configurations, including zero-lot-line configurations for affordable housing. 8. The modification of street requirements for affordable housing. 9. The establishment of a process by which a local government considers, before adoption, policies, procedures, ordinances, regulations, or plan provisions that increase the cost of housing. 10. The preparation of a printed inventory of locally owned public lands suitable for 47 affordable housing. 11. The support of development near transportation hubs and, major employment centers, and mixed- use developments. The SHIP Statute requires the City Commission to consider and discuss the AHAC’s recommendations. However, the Statute does not mandate the adoption of the AHAC recommendations other than the two following Housing incentives already in effect in the City: 1. The processing of approvals of development orders or permits for affordable housing projects is expedited to a greater degree than other projects, as provided in 163.3177(6) (f)3 2. The establishment of a process by which a local government considers, before adoption, policies, procedures, ordinances, regulations, or plan provisions that increase the cost of The AHAC has reviewed, considered, and evaluated the 11 affordable housing Incentives. The AHAC have no new recommendations for the City Commission on this 2023 AHAC Housing Incentives Strategies Report. The AHAC met in-person on November 28, 2023 and unanimously approved to send the report to Florida Housing Finance Corporation and to City Commission. How will this affect city programs or services? The 2023 AHAC Housing Incentives Report is a required component of the State's SHIP program, which will be a source of over $937,892.00 this grant year. Fiscal Impact: Failure to adopt the 2023 Housing Incentives AHAC Report could affect the City's ability to receive SHIP funds. Attachments: R23-182 Adopting_AHAC_Incentives_Report__2023__-_Reso.pdf City of Boynton Beach - 2023 AHAC Report.pdf 48 C:\Users\Lambs\Downloads\Adopting_AHAC_Incentives_Report__2023__-_Reso.Docx 1 2 3 4 5 RESOLUTION NO. R23-182 A RESOLUTION OF THE CITY OF BOYNTON BEACH, FLORIDA, ADOPTING THE 2023 AFFORDABLE HOUSING ADVISORY COMMITTEE HOUSING INCENTIVES REPORT; AND PROVIDING AN EFFECTIVE DATE. 6 7 WHEREAS, section 420.9076, Florida Statutes, requires that each jurisdiction in Florida 8 receiving State Housing Initiatives Partnership (SHIP) funds shall appoint an eight to eleven-9 member Affordable Housing Advisory Committee (AHAC); and 10 WHEREAS, the statute requires the AHAC to meet annually to produce and submit a 11 report of recommendations to the City Commission and to the Florida Housing Finance 12 Corporation; and 13 WHEREAS, the recommendations are used to amend the Local Housing Assistance 14 Plan, the local Comprehensive Plan, land development regulations, and other policies affecting 15 affordable housing; and 16 WHEREAS, the SHIP Statute requires for City Commission to consider and discuss the 17 AHAC’s recommendations, however, the Statute does not mandate the adoption of the AHAC 18 recommendations other than the two Housing incentives already in effect in the City; and 19 WHEREAS, the AHAC has reviewed, considered and evaluated the 11 affordable 20 housing Incentives and they have no new recommendations for City Commission on this 2023 21 AHAC Housing Incentives Strategies Report. 22 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF 23 BOYNTON BEACH, FLORIDA THAT: 24 Section 1. The “WHEREAS” clauses above are hereby ratified and confirmed as being 25 true and correct and incorporated herein by reference. 26 49 C:\Users\Lambs\Downloads\Adopting_AHAC_Incentives_Report__2023__-_Reso.Docx Section 2. The City Commission of the City of Boynton Beach, Florida, hereby adopts 27 the 2023 Affordable Housing Advisory Committee Housing Incentives Report, a copy of which 28 is attached hereto as Exhibit “A.” 29 Section 3. That this Resolution shall become effective immediately upon passage. 30 PASSED AND ADOPTED this 19th day of December, 2023. 31 CITY OF BOYNTON BEACH, FLORIDA 32 33 YES NO 34 35 Mayor – Ty Penserga _____ _____ 36 37 Vice Mayor – Angela Cruz _____ _____ 38 39 Commissioner – Woodrow L. Hay _____ _____ 40 41 Commissioner – Thomas Turkin _____ _____ 42 43 Commissioner – Aimee Kelley _____ _____ 44 45 VOTE ______ 46 47 48 49 ATTEST: 50 51 _____________________________ ______________________________ 52 Maylee De Jesús, MPA, MMC Ty Penserga 53 City Clerk Mayor 54 55 APPROVED AS TO FORM: 56 (Corporate Seal) 57 _______________________________ 58 Shawna G. Lamb 59 City Attorney 60 61 50 STATE HOUSING INITIATIVE PARTNERSHIP AFFORDABLE HOUSING ADVISORY COMMITTEE HOUSING INCENTIVES 2023 REPORT 51 2 BACKGROUND As a recipient of State Housing Initiative Partnership (SHIP) funds, the City of Boynton Beach (City) established an Affordable Housing Advisory Committee (AHAC). The AHAC is responsible for reviewing and evaluating local plans, policies, procedures, land development regulations, the Comprehensive Plan, and other aspects of the City’s housing activities that impact the production of affordable housing. Further, the AHAC is specifically directed by the SHIP Statute to consider and evaluate the implementation of the incentives set out by Florida Statues, Sec. 420.9076 (4)(a)-(k). Based on the AHAC evaluation, the committee may recommend to the local governing body that it make modifications of, exceptions to, or creation of new plans, policies, procedures, and other governing vehicles which would encourage production of affordable housing. As approved by the City Commission, the recommendations are used to amend the Local Housing Assistance Plan, the local Comprehensive Plan, land development regulations, and other policies affecting affordable housing. COMMITTEE COMPOSITION City Commission appointed members to the Committee (see table 1). The SHIP Statute lists the categories from which committee members must be selected. Each AHAC must have a locally elected official from the county or municipality participating in the SHIP program. The elected official will count as a member of the AHAC for purposes of meeting the number of members requirements. There must be at least eight committee members, but not more than eleven, with representation from at least six of the following categories: (a) A citizen who is actively engaged in the residential home building industry in connection with affordable housing. (b) A citizen who is actively engaged in the banking or mortgage banking industry in connection with affordable housing. (c) A citizen who is a representative of those areas of labor actively engaged in home building in connection with affordable housing. (d) A citizen who is actively engaged as an advocate for low-income persons in connection with affordable housing. (e) A citizen who is actively engaged as a for-profit provider of affordable housing. (f) A citizen who is actively engaged as a not-for-profit provider of affordable housing. (g) A citizen who is actively engaged as a real estate professional in connection with affordable housing. (h) A citizen who actively serves on the local planning agency pursuant to s. 163.3174. If the local planning agency is comprised of the governing board of the county or municipality, the governing board may appoint a designee who is knowledgeable in the local planning process. (i) A citizen who resides within the jurisdiction of the local governing body making the appointments. (j) A citizen who represents employers within the jurisdiction. (k) A citizen who represents essential services personnel, as defined in the local housing assistance plan. 52 3 Table 1 AHAC Members Name Category Represented Date Appointed 1 – Woodrow Hay Commissioner District II (Elected Official) 04/04/2023 2 – Angela Cruz Commissioner District I (Alternate - Elected Official) 04/04/2023 3 – London Nelson Citizen engaged as Real Estate Professional in connection with affordable housing 08/17/2021 4 – Dr. Stephanie Hayden-Adeyemo Citizen who represents essential services personnel, as defined in the local housing assistance plan 09/08/2021 5 – Tara Okler Citizen who is actively engaged as an advocate for low- income person in connection with affordable housing 10/03/2021 6 – Amanda Radigan Citizen who actively serves on the local planning agency 10/03/2023 7 – Keturah Joseph Citizen who is actively engaged as a not-for-profit provider of affordable housing 09/21/2021 8 – Davey Morris Citizen who is actively engaged in residential home building 10/08/2021 9 – Cheryl Banks Citizen who is actively engaged in residential home building in connection with affordable housing 10/19/2021 10 – Ronnie Hogging Citizen who is actively engaged as a for-profit provider of affordable housing 10/19/2021 11 – Kerry Clinton Citizen who represents those areas of labor actively engaged in home building in connection with affordable housing 11/17/2021 12 – Michael Corbit Citizen who represents employers within the jurisdiction 11/17/2021 AFFORDABLE HOUSING RECOMMENDATIONS The AHAC has specifically reviewed, considered and evaluated the strategies set out by Florida Statues, Sec. 420.9076 (4)(a)-(k). Based on this review and evaluation, the AHAC has formulated recommendations to the City Commission that it incorporate into its housing strategy certain changes designed to encourage and facilitate the production of affordable housing. The AHAC, from its review, consideration, evaluation, and recommendations, drafts and submits this report to the City Commission, to the Florida Housing Finance Corporation, and the Florida Housing Coalition, as the entity providing statewide training and technical assistance for the Affordable Housing Catalyst Program, which details the scope of its work and the resulting recommendations. The AHAC has reviewed, considered, and evaluated the following the strategies provided in the SHIP Statute at Florida Statutes, Sec. 420.9076 (4): (a) The processing of approvals of development orders or permits for affordable housing projects is expedited to a greater degree than other projects, as provided in s. 163.3177(6)(f)3. (b) All allowable fee waivers provided for the development or construction of affordable housing. (c) The allowance of flexibility in densities for affordable housing. (d) The reservation of infrastructure capacity for housing for very-low-income persons, low-income persons, and moderate-income persons. (e) Affordable accessory residential units. (f) The reduction of parking and setback requirements for affordable housing. 53 4 (g) The allowance of flexible lot configurations, including zero-lot-line configurations for affordable housing. (h) The modification of street requirements for affordable housing. (i) The establishment of a process by which a local government considers, before adoption, policies, procedures, ordinances, regulations, or plan provisions that increase the cost of housing. (j) The preparation of a printed inventory of locally owned public lands suitable for affordable housing. (k) The support of development near transportation hubs and major employment centers and mixed-use developments. EXPEDITED PERMITTING A. Incentive Consideration Required: Yes 1. The processing of approvals of development orders or permits, as defined in S. 163.3164(7) and (8), for affordable housing projects is expedited to a greater degree than other projects. B. Original Purpose of Incentive: 1. Statutorily required. 2. Reduces wait times and costs for developers. C. Current Process: The Department of Development is responsible for processing and facilitating affordable housing projects (e.g. site plan review, permitting, inspections, etc.) and expedites such reviews involving workforce and affordable housing units pursuant to the City’s Expedited Development Review Program. In part, the Program requires assignment of a single staff liaison to ensure quick communications with staff, sets a maximum review period of 7 business days, defines/requires a quick conflict/problem resolution process, and allows consideration of a flexible or tailored fee schedule program (City Code of Ordinances, Part III, Chapter 2, Article I, Section 4). This benefit also applies to individual building permits for SHIP or CDBG rehabilitation projects (As adopted by resolution R22-032 – Affordable Housing Advisory Committee – FY 2021 Housing Incentives Recommendation Report). D. AHAC Comments: 1. This incentive was reviewed, but there is no new recommendation at this time. FEE WAIVERS FOR AFFORDABLE HOUSING A. Incentive Consideration Required: Yes 1. The modification of impact-fee requirements, including reduction or waiver of fees and alternative methods of fee payment for affordable housing. B. Original Purpose of Incentive: 1. To reduce development costs. 54 5 C. Current Process: The City's offers fee exemption is for Art in Public Places for the percent of the project dedicated to affordable housing (City Code of Ordinances Part II, Chapter 2, Article XII, Section 2-163). In addition, City’s Impact fees (Parks, Water and Sewer) may be subsidized for new constructions of affordable housing projects with SHIP funds. In conjunction with the SHIP down payment assistance; at closing the developer could receive a credit for City’s impact fee paid from the SHIP Program, by meeting all of the following conditions: • Purchase price is at or below of SHIP Program Maximum Purchase Price (Maximum purchase price is updated yearly by Florida Finance Corporation) • Home buyer is income eligible to participate on the City’s Purchase Assistance Program • Home buyer participates in the City’s SHIP Purchase Assistance Program The Building Department will offer non-profit developers constructing Affordable Housing dwellings up to two expedited permit reviews at no cost (a credit up to $1,000.00) as long as the buyer participates in the City’s SHIP Purchase Assistance Program. D. AHAC Proposed Recommendations: 1. This incentive was reviewed, but there is no new recommendation at this time. FLEXIBLE DENSITIES A. Incentive Consideration Required: Yes 1. The allowance of flexible lot configurations, including zero-lot-line configurations for affordable housing. B. Original Purpose of Incentive: 1. To allow affordable housing development on smaller parcels. 2. Increasing the maximum units allowable may help make a development more financially feasible. C. Current Process: 1. The City allows for increased floor area ratios and densities in selected residential districts to incentivize the provision of affordable dwelling units. The City has a density bonus in place as part of the Workforce Housing Program. A developer may elect to obtain a density bonus and/or a height bonus through the construction of the workforce units on-site or off-site, monetary contribution, donation of land, or purchase of units to be designated as workforce (City Code of Ordinances, Part III, Chapter 1, Article V, Section 2.C). The AHAC recommended for this incentive to include affordable housing on projects located city-wide (As adopted by resolution R22-032 – FY2021 AHAC Housing Incentives Recommendation Report). D. AHAC Comments: 1. This incentive was reviewed, but there is no new recommendation at this time. 55 6 RESERVATION OF INFRASTRUCTURE CAPACITY A. Incentive Consideration Required: Yes 1. The reservation of infrastructure capacity for housing for very-low-income persons, low- income persons, and moderate-income persons. B. Original Purpose of Incentive: 1. To guarantee new developments will meet concurrency requirements by meeting designated levels of service for certain types of infrastructure. C. Current Process: 1. The City has not considered this incentive D. AHAC Comments: 1. This incentive was reviewed, but there is no new recommendation at this time. AFFORDABLE ACCESSORY RESIDENTIAL UNITS A. Incentive Consideration Required: Yes 1. The allowance of affordable accessory residential units in residential zoning districts. B. Original Purpose of Incentive: 1. To increase the supply of affordable/workforce rental units. 2. To decrease the cost of housing (i.e. the primary residence). C. Current Process: 1. The City doesn’t have a process in place at this point. D. AHAC Comments: 1. This incentive was reviewed, but there is no new recommendation at this time. PARKING AND SETBACK REQUIREMENTS A. Incentive Consideration Required: Yes 1. The reduction of parking and setback requirements for affordable housing. B. Original Purpose of Incentive: 1. To lower development costs. 2. To ensure that more of the buildable land is available for affordable housing development. C. Current Process: 1. Affordable housing units require a minimum of two (2) spaces regardless of the number of bedrooms. All other homes are required to provide a minimum of two (2) spaces plus extra spaces depending on the total bedrooms provided. For construction of a new single-family or two-family structure, a minimum of two (2) spaces are required per unit, or one (1) space per bedroom, whichever is greatest. 56 7 An exception may be made when the house is constructed for individuals meeting purchase or eligibility requirements that include maximum income thresholds, then a maximum of two (2) parking spaces shall be required per dwelling unit (City Code of Ordinances, Part III, Chapter 4, Article V, Section 2.B). D. AHAC Comments: 1. This incentive was reviewed, but there is no new recommendation at this time. FLEXIBLE LOT CONFIGURATIONS A. Incentive Consideration Required: Yes 1. The allowance of flexible lot configurations, including zero-lot-line configurations for affordable housing. B. Original Purpose of Incentive: 1. To allow affordable housing development on smaller parcels. C. Current Process: 1. The City has not considered allowing zero lot line standards for affordable housing; however, the City has eliminated the minimum lot size standard for select neighborhoods within the Redevelopment Area. Older residential areas of the City of Boynton Beach CDBG target area have several nonconforming lots that were unbuildable due to lot size and frontage requirements. In order to allow single- family residences to be built on these lots, Ordinance No. 20-018 was adopted that modified minimum lot area per unit, lot frontage, and building setbacks (front, interior side, corner side, and rear). D. AHAC Comments: 1. This incentive was reviewed, but there is no new recommendation at this time. MODIFICATION OF STREET REQUIREMENTS A. Incentive Consideration Required: Yes 1. The modification of street requirements for affordable housing. B. Original Purpose of Incentive: 1. To lower development costs. 2. To ensure that more of the buildable land is available for affordable housing development. C. Current Process: 1. The City has not considered this incentive. D. AHAC Comments: 1. This incentive was reviewed, but there is no new recommendation at this time. PROCESS OF ONGOING REVIEW A. Incentive Consideration Required: Yes 57 8 1. The establishment of a process by which a local government considers, before adoption, policies, procedures, ordinances, regulations, or plan provisions that increase the cost of housing. B. Original Purpose of Incentive: 1. Statutorily required. 2. To provide insight and recommendation to City Commissioners when a proposed City Ordinance could impact the cost of affordable/workforce housing. C. Current Process: 1. The Department of Development, the Community Improvement Division and the AHAC will continue to review all policies, procedures, ordinances, regulations and plan provisions to determine what effects, if any, they may have on the cost of producing affordable units prior to their passage. Proposed ordinances will be reviewed in sufficient time needed to evaluate and comment on any potential impact on the provision of affordable housing (As adopted by resolution R22-032 – FY2021 AHAC Housing Incentives Recommendation Report). D. AHAC Comments: 1. This incentive was reviewed, but there is no new recommendation at this time. PUBLIC LAND INVENTORY A. Incentive Consideration Required: Yes 1. The preparation of a printed or electronic inventory of locally owned public lands suitable for affordable housing. B. Original Purpose of Incentive: 1. The inventory of locally owned public lands appropriate for use as affordable housing is required to be prepared every three years. 2. Reduce the cost of the development of affordable housing. 3. Increase the availability of land for the development of affordable housing. C. Current Process: 1. The Community Improvement Division maintains a list of the current inventory of all vacant land including those properties owned by the City of Boynton Beach and Palm Beach County within the target area. A list of all available land and a list of vacant land suitable for affordable housing in the city, is available as a link on the City's website for easy access for developers (As adopted by resolution R22-032 – FY2021 AHAC Housing Incentives Recommendation Report. D. AHAC Comments: 1. This incentive was reviewed, but there is no new recommendation at this time. SUPPORT OF DEVELOPMENT NEAR TRANSPORTATION HUBS A. Incentive Consideration Required: Yes 1. The support of development near transportation hubs and major employment centers and mixed-use developments. 58 9 B. Original Purpose of Incentive: 1. To reduce transportation costs for low- and moderate-income residents. 2. The income generated from the retail space can help subsidize the cost of the housing units. 3. To reduce transportation for residents while at the same time reducing dependence on fossil fuels. C. Current Process: 1. As part of the Workforce Housing Program, developers may be entitled to request higher density land use and zoning category, if providing workforce housing units, for projects located within the Downtown Transit Oriented Development District (City Code of Ordinances, Part Ill, Chapter 1, Article V, Section 2.C). AHAC recommendation to include affordable housing units in the Downtown Transit Oriented Development District (As adopted by resolution R22-032 – FY2021 AHAC Housing Incentives Recommendation Report). D. AHAC Comments: 1. This incentive was reviewed, but there is no new recommendation at this time. Affordable Housing Advisory Committee Report to City Commission SHIP Affordable Housing Incentive Strategies SUBMITTED TO: Robert Dearduff, Director of Special Programs Florida Housing Finance Corporation DATE SENT: __12/04/2023 SUBMITTED TO: City of Boynton Beach Mayor and City Commission DATE: 12/19/2023 PREPARED BY: RJ Ramirez, Community Improvement Division Manager 59 City of Boynton Beach Agenda Item Request Form 6.B Consent Agenda 12/19/2023 Meeting Date: 12/19/2023 Proposed Resolution No. R23-183- A Resolution of the City of Boynton Beach, Florida, approving an increase to the estimated expenditure with Routeware, Inc., to $75,000 for the remainder of the contract; and providing an effective date. Requested Action: Approve Proposed Resolution No. R23-183. Explanation of Request: The City previously piggybacked the HGAC Contract, FL03-21, and staff procured a blanket purchase for $49,999 for the monthly services for the fiscal year 23/24. Since the initial contract, Solid Waste has installed additional equipment increasing the monthly costs and services, exceeding the allowable expenditure. Staff will need to process pending invoices in the amount of $6,001 and, therefore, is requesting an increase to the estimated annual expenditure to $75,000 to cover the additional monthly service fees, cloud hosting fees, and any additional costs rendered. How will this affect city programs or services? The increase will allow the Solid Waste Division to process outstanding invoices and provide additional funds needed for the expenses that will be incurred for the fiscal year 23/24. Fiscal Impact: This is a budgeted item. Attachments: R23- 183 Routeware_expenditure_increase-Final (3).docx HGAC Contract - Expires 02-28-23.pdf HGAC Contract - Amendment 1 Expires 02-28-24.pdf HGAC Amendment No. 2 - Extension to Contract - Expires 02-28-24 60 C:\Users\EASYPD~1\Appdata\Local\Temp\BCL Technologies\Easypdf 8\@BCL@940B0128\@BCL@940B0128.Docx RESOLUTION NO. R23- 1 2 A RESOLUTION OF THE CITY OF BOYNTON BEACH, FLORIDA, 3 APPROVING AN INCREASE TO THE ESTIMATED EXPENDITURE WITH 4 ROUTEWARE, INC., TO $75,000 FOR THE REMAINDER OF THE 5 CONTRACT; AND PROVIDING AN EFFECTIVE DATE.6 7 WHEREAS, the City previously piggybacked the HGAC Contract, FL03-21, and staff 8 procured a blanket purchase for $49,999 for the monthly services for the fiscal year 23/24; 9 and10 WHEREAS, since the initial contract, Solid Waste has installed additional equipment 11 increasing the monthly costs and services, exceeding the allowable expenditure; and12 WHEREAS, Staff will need to process current pending invoices in the amount of 13 $6,001 and, therefore, is requesting an increase to the estimated annual expenditure to 14 $75,000 to cover the additional monthly service fees, cloud hosting fees, and any additional 15 costs rendered; and16 WHEREAS,the City Commission of the City of Boynton Beach, upon 17 recommendation of staff, deems it to be in the best interest of the citizens and residents to 18 approve an increase to the estimated expenditure with Routeware, Inc., to $75,000 for the 19 remainder of the contract.20 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF 21 BOYNTON BEACH, FLORIDA, THAT:22 Section 1.The foregoing "Whereas" clauses are hereby ratified and confirmed as 23 being true and correct and are hereby made a specific part of this Resolution upon adoption.24 Section 2.The City Commission of the City of Boynton Beach, Florida, hereby 25 approves an increase to the estimated expenditure with Routeware, Inc., to $75,000 for the 26 remainder of the contract. 27 28 61 C:\Users\EASYPD~1\Appdata\Local\Temp\BCL Technologies\Easypdf 8\@BCL@940B0128\@BCL@940B0128.Docx Section 3.That this Resolution shall become effective immediately.29 PASSED AND ADOPTED this 19th day of December, 2023.30 CITY OF BOYNTON BEACH, FLORIDA31 32 YES NO33 34 Mayor – Ty Penserga __________35 36 Vice Mayor – Thomas Turkin __________37 38 Commissioner – Angela Cruz __________39 40 Commissioner – Woodrow L. Hay __________41 42 Commissioner – Aimee Kelley __________43 44 VOTE ______45 46 47 ATTEST:48 49 ___________________________________________________________50 Maylee De Jesús, MPA, MMC Ty Penserga51 City Clerk Mayor52 53 APPROVED AS TO FORM:54 (Corporate Seal)55 _______________________________56 Shawna G. Lamb57 City Attorney58 59 62 H-GAC Houston-Galveston Area Council P.O. Box 22777 · 3555 Timmons · Houston, Texas 77227-2777 Cooperative Agreement - Routeware, Inc. - Public Services - ID: 6308 Page 1 of 13 GENERAL PROVISIONS This Agreement is made and entered into, by and between the Houston-Galveston Area Council hereinafter referred to as H-GAC having its principal place of business at 3555 Timmons Lane, Suite 120, Houston, Texas 77027 and Routeware, Inc., hereinafter referred to as the Contractor, having its principal place of business at 16525 SW 72nd Avenue, Portland, OR 97224. WITNESSETH: WHEREAS, H-GAC hereby engages the Contractor to perform certain services in accordance with the specifications of the Agreement; and WHEREAS, the Contractor has agreed to perform such services in accordance with the specifications of the Agreement; NOW, THEREFORE, H-GAC and the Contractor do hereby agree as follows: ARTICLE 1: LEGAL AUTHORITY The Contractor warrants and assures H-GAC that it possesses adequate legal authority to enter into this Agreement. The Contractor's governing body, where applicable, has authorized the signatory official(s) to enter into this Agreement and bind the Contractor to the terms of this Agreement and any subsequent amendments hereto. ARTICLE 2: APPLICABLE LAWS The Contractor agrees to conduct all activities under this Agreement in accordance with all federal laws, executive orders, policies, procedures, applicable rules, regulations, directives, standards, ordinances, and laws, in effect or promulgated during the term of this Agreement, including without limitation, workers’ compensation laws, minimum and maximum salary and wage statutes and regulations, and licensing laws and regulations. When required, the Contractor shall furnish H-GAC with satisfactory proof of its compliance therewith. ARTICLE 3: PUBLIC INFORMATION Except as stated below, all materials submitted to H-GAC, including any attachments, appendices, or other information submitted as a part of a submission or Agreement, are considered public information, and become the property of H-GAC upon submission and may be reprinted, published, or distributed in any manner by H-GAC according to open records laws, requirements of the US Department of Labor and the State of Texas, and H-GAC policies and procedures. In the event the Contractor wishes to claim portions of the response are not subject to the Texas Public Information Act, it shall so; however, the determination of the Texas Attorney General as to whether such information must be disclosed upon a public request shall be binding on the Contractor. H-GAC will request such a determination only if Contractor bears all costs for preparation of the submission. H-GAC is not responsible for the return of creative examples of work submitted. H-GAC will not be held accountable if material from submissions is obtained without the written consent of the contractor by parties other than H-GAC, at any time during the evaluation process.         63 Page 2 of 13 ARTICLE 4: INDEPENDENT CONTRACTOR The execution of this Agreement and the rendering of services prescribed by this Agreement do not change the independent status of H-GAC or the Contractor. No provision of this Agreement or act of H-GAC in performance of the Agreement shall be construed as making the Contractor the agent, servant or employee of H-GAC, the State of Texas or the United States Government. Employees of the Contractor are subject to the exclusive control and supervision of the Contractor. The Contractor is solely responsible for employee related disputes and discrepancies, including employee payrolls and any claims arising therefrom. ARTICLE 5: ANTI-COMPETITIVE BEHAVIOR Contractor will not collude, in any manner, or engage in any practice which may restrict or eliminate competition or otherwise restrain trade. ARTICLE 6: SUSPENSION AND DEBARMENT Debarment and Suspension (Executive Orders 12549 and 12689) – A contract award (2 CFR 180.220) must not be made to parties listed on the government-wide exclusions in the System for Award Management (SAM), in accordance with the OMB guidelines at 2 CFR 180 that implement Executive Orders 12549 (3 CFR Part 1966 Comp. p. 189) and 12689 (3 CFR Part 1989 Comp. p. 235), “Debarment and Suspension.” SAM Exclusions contains the names of parties debarred, suspended, or otherwise excluded by agencies, as well as parties declared ineligible under statutory or regulatory authority other than Executive Order 12549. Pursuant to the Federal Rule above, Respondent certifies that neither it nor its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation by any federal department or agency or by the State of Texas and at all times during the term of the Contract neither it nor its principals will be debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation by any federal department or agency or by the State of Texas Respondent shall immediately provide the written notice to H-GAC if at any time the Respondent learns that this certification was erroneous when submitted or has become erroneous by reason of changed circumstances. H-GAC may rely upon a certification of the Respondent that the Respondent is not debarred, suspended, ineligible, or voluntarily excluded from the covered contract, unless the H-GAC knows the certification is erroneous. ARTICLE 7: GOAL FOR CONTRACTING WITH SMALL AND MINORITY BUSINESSES, WOMEN’S BUSINESS ENTERPRISES, AND LABOR SURPLUS AREA FIRMS (if subcontracts are to be let) H-GAC’s goal is to assure that small and minority businesses, women's business enterprises, and labor surplus area firms are used when possible in providing services under a contract. In accordance with federal procurements requirements of 2 CFR §200.321, if subcontracts are to be let, the prime contractor must take the affirmative steps listed below: 1. Placing qualified small and minority businesses and women’s business enterprises on solicitation lists; 2. Assuring that small and minority businesses and women’s business enterprises are solicited whenever they are potential sources; 3. Dividing total requirements, when economically feasible, into smaller task or quantities to permit maximum participation by small and minority businesses, and women’s business enterprises; 4. Establishing delivery schedules, where the requirement permits, which encourage participation by small and minority businesses, and women’s business enterprises; 5. Using the services and assistance as appropriate, of such organizations as the Small Business Administration and the Minority Business Development Agency of the Department of Commerce. 6. Nothing in this provision will be construed to require the utilization of any firm that is either unqualified or unavailable. The Small Business Administration (SBA) is the primary reference and database for information on requirements related to Federal Subcontracting https://www.sba.gov/federal-contracting/contracting-guide/prime- subcontracting         64 Page 3 of 13 NOTE: The term DBE as used in this solicitation is understood to encompass all programs/business enterprises such as: Small Disadvantaged Business (SDB), Historically Underutilized Business (HUB), Minority Owned Business Enterprise (MBE), Women Owned Business Enterprise (WBE) and Disabled Veteran Business Enterprise (DVBE) or other designation as issued by a certifying agency. Contractor agrees to work with and assist HGACBuy customer in meeting any DBE targets and goals, as may be required by any rules, processes or programs they might have in place. Assistance may include compliance with reporting requirements, provision of documentation, consideration of Certified/Listed subcontractors, provision of documented evidence that an active participatory role for a DBE entity was considered in a procurement transaction, etc. ARTICLE 8: SCOPE OF SERVICES The services to be performed by the Contractor are outlined in an Attachment to this Agreement. ARTICLE 9: PERFORMANCE PERIOD This Agreement shall be performed during the period which begins Mar 01 2021 and ends Feb 28 2023. All services under this Agreement must be rendered within this performance period, unless directly specified under a written change or extension provisioned under Article 21, which shall be fully executed by both parties to this Agreement. ARTICLE 10: PAYMENT OR FUNDING Payment provisions under this Agreement are outlined in the Special Provisions. H-GAC will not pay for any expenses incurred prior to the execution date of a contract, or any expenses incurred after the termination date of the contract. ARTICLE 11: PAYMENT FOR WORK The H-GAC Customer is responsible for making payment to the Contractor upon delivery and acceptance of the goods or completion of the services and submission of the subsequent invoice. ARTICLE 12: PAYMENT TERMS/PRE-PAYMENT/QUANTITY DISOUNTS If discounts for accelerated payment, pre-payment, progress payment, or quantity discounts are offered, they must be clearly indicated in the Contractor’s submission prior to contract award. The applicability or acceptance of these terms is at the discretion of the Customer. ARTICLE 13: REPORTING REQUIREMENTS If the Contractor fails to submit to H-GAC in a timely and satisfactory manner any report required by this Agreement, or otherwise fails to satisfactorily render performances hereunder, H-GAC may terminate this agreement with notice as identified in Article 29 of these General Provisions. H-GAC has final determination of the adequacy of performance and reporting by Contractor. Termination of this agreement for failure to perform may affect Contractor’s ability to participate in future opportunities with H-GAC. The Contractor's failure to timely submit any report may also be considered cause for termination of this Agreement. Any additional reporting requirements shall be set forth in the Special Provisions of this Agreement. ARTICLE 14: INSURANCE Contractor shall maintain insurance coverage for work performed or services rendered under this Agreement as outlined and defined in the attached Special Provisions. ARTICLE 15: SUBCONTRACTS AND ASSIGNMENTS Except as may be set forth in the Special Provisions, the Contractor agrees not to assign, transfer, convey, sublet or otherwise dispose of this Agreement or any right, title, obligation or interest it may have therein to any third party without prior written approval of H-GAC. The Contractor acknowledges that H-GAC is not liable to any         65 Page 4 of 13 subcontractor or assignee of the Contractor. The Contractor shall ensure that the performance rendered under all subcontracts shall result in compliance with all the terms and provisions of this Agreement as if the performance rendered was rendered by the Contractor. Contractor shall give all required notices, and comply with all laws and regulations applicable to furnishing and performance of the work. Except where otherwise expressly required by applicable law or regulation, H-GAC shall not be responsible for monitoring Contractor's compliance, or that of Contractor’s subcontractors, with any laws or regulations. ARTICLE 16: AUDIT Notwithstanding any other audit requirement, H-GAC reserves the right to conduct or cause to be conducted an independent audit of any transaction under this Agreement, such audit may be performed by the H-GAC local government audit staff, a certified public accountant firm, or other auditors designated by H-GAC and will be conducted in accordance with applicable professional standards and practices. The Contractor understands and agrees that the Contractor shall be liable to the H-GAC for any findings that result in monetary obligations to H- GAC. ARTICLE 17: TAX EXEMPT STATUS H-GAC and Customer members are either units of government or qualified non-profit agencies, and are generally exempt from Federal and State sales, excise or use taxes. Respondent must not include taxes in its Response. It is the responsibility of Contractor to determine the applicability of any taxes to an order and act accordingly. Exemption certificates will be provided upon request. ARTICLE 18: EXAMINATION OF RECORDS The Contractor shall maintain during the course of the work complete and accurate records of all of the Contractor's costs and documentation of items which are chargeable to H-GAC under this Agreement. H-GAC, through its staff or designated public accounting firm, the State of Texas, and United States Government, shall have the right at any reasonable time to inspect, copy and audit those records on or off the premises by authorized representatives of its own or any public accounting firm selected by H-GAC. The right of access to records is not limited to the required retention period, but shall last as long as the records are retained. Failure to provide access to records may be cause for termination of the Agreement. The records to be thus maintained and retained by the Contractor shall include (without limitation): (1) personnel and payroll records, including social security numbers and labor classifications, accounting for total time distribution of the Contractor's employees working full or part time on the work, as well as cancelled payroll checks, signed receipts for payroll payments in cash, or other evidence of disbursement of payroll payments; (2) invoices for purchases, receiving and issuing documents, and all other unit inventory records for the Contractor's stocks or capital items; and (3) paid invoices and cancelled checks for materials purchased and for subcontractors' and any other third parties' charges. Contractor agrees that H-GAC will have the right, with reasonable notice, to inspect its records pertaining to purchase orders processed and the accuracy of the fees payable to H-GAC. The Contractor further agrees that the examination of records outlined in this article shall be included in all subcontractor or third-party agreements. ARTICLE 19: RETENTION OF RECORDS The Contractor and its subcontractors shall maintain all records pertinent to this Agreement, and all other financial, statistical, property, participant records, and supporting documentation for a period of no less than seven (7) years from the later of the date of acceptance of the final payment or until all audit findings have been resolved. If any litigation, claim, negotiation, audit or other action involving the records has been started before the expiration of the retention period, the records shall be retained until completion of the action and resolution of all issues which arise from it, or until the end of the seven (7) years, whichever is later, and until any outstanding litigation, audit, or claim has been fully resolved. ARTICLE 20: DISTRIBUTORS, VENDORS, RESELLERS         66 Page 5 of 13 Contractor agrees and acknowledges that any such designations of distributors, vendors, resellers or the like are for the convenience of the Contractor only and the awarded Contractor will remain responsible and liable for all obligations under the Contract and the performance of any designated distributor, vendor, reseller, etc. Contractor is also responsible for receiving and processing any Customer purchase order in accordance with the Contract and forwarding of the Purchase Order to the designated distributor, vendor, reseller, etc. to complete the sale or service. H-GAC reserves the right to reject any entity acting on the Contractor’s behalf or refuse to add entities after a contract is awarded. ARTICLE 21: CHANGE ORDERS AND AMENDMENTS A. Any alterations, additions, or deletions to the terms of this Agreement, which are required by changes in federal or state law or by regulations, are automatically incorporated without written amendment hereto, and shall become effective on the date designated by such law or by regulation. B. To ensure the legal and effective performance of this Agreement, both parties agree that any amendment that affects the performance under this Agreement must be mutually agreed upon and that all such amendments must be in writing. After a period of no less than 30 days subsequent to written notice, unless sooner implementation is required by law, such amendments shall have the effect of qualifying the terms of this Agreement and shall be binding upon the parties as if written herein. C. Customers have the right to issue a change order to any purchase orders issued to the Contractor for the purposes of clarification or inclusion of additional specifications, qualifications, conditions, etc. The change order must be in writing and agreed upon by Contractor and the Customer agency prior to issuance of any Change Order. A copy of the Change Order must be provided by the Contractor to, and acknowledged by, H-GAC. ARTICLE 22: CONTRACT ITEM CHANGES A. If a manufacturer discontinues a contracted item, that item will automatically be considered deleted from the contract with no penalty to Contractor. However, H-GAC may at its sole discretion elect to make a contract award to the next lowest Respondent for the item, or take any other action deemed by H-GAC, at its sole discretion, to be in the best interests of its Customers. B. If a manufacturer makes any kind of change in a contracted item which affects the contract price, Contractor must advise H-GAC of the details. H-GAC may allow or reject the change at its sole discretion. If the change is rejected, H-GAC will remove the item from its program and there will be no penalty to Contractor. However, H-GAC may at its sole discretion elect to make a contract award to the next lowest Respondent for the item, or take any other action deemed by H-GAC, at its sole discretion, to be in the best interests of its Customers. C. If a manufacturer makes any change in a contracted item which does not affect the contract price, Contractor shall advise H-GAC of the details. If the 'new' item is equal to or better than the originally contracted item, the 'new' item shall be approved as a replacement. If the change is rejected H-GAC will remove the item from its program and there will be no penalty to Contractor. However, H-GAC may at its sole discretion elect to make a contract award to the next lowest Respondent for the item or may take any other action deemed by H-GAC at its sole discretion, to be in the best interests of its Customers. D. In the case of specifically identified catalogs or price sheets which have been contracted as base bid items or as published options, routine published changes to products and pricing will be automatically incorporated into the contract. However, Contractor must still provide thirty (30) calendar days written         67 Page 6 of 13 notice and an explanation of the changes to products and pricing. H-GAC will respond with written approval. ARTICLE 23: CONTRACT PRICE ADJUSTMENTS Price Decreases If Contractor’s Direct Cost decreases at any time during the full term of this award, Contractor must immediately pass the decrease on to H-GAC and lower its prices by the amount of the decrease in Direct Cost. (Direct Cost means Contractor’s cost from the manufacturer of any item or if Contractor is the manufacturer, the cost of raw materials required to manufacture the item, plus costs of transportation from manufacturer to Contractor and Contractor to H-GAC. Contractor must notify H-GAC of price decreases in the same way as for price increases set out below. The price decrease shall become effective upon H-GAC’s receipt of Contractor’s notice. If Contractor routinely offers discounted contract pricing, H-GAC may request Contractor accept amended contract pricing equivalent to the routinely discounted pricing Price Increases Contractors may request a price increase after twelve (12) months from the bid opening date of the bid received by H-GAC. The amount of any increase will not exceed actual documented increase in Contractor’s Direct Cost and will not exceed 10% of the previous bid price. Considerations on the percentage limit will be given if the price increase is the result of increased tariff charges, or other economic factors. Price Changes Any permanent increase or decrease in offered pricing for a base contract item or published option is considered a price change. Temporary increases in pricing by whatever name (e.g. ‘surcharge’, ‘adjustment’, ‘equalization charge’, ‘compliance charge’, ‘recovery charge’, etc.), are also considered to be price changes. For published catalogs and price sheets as part of an H-GAC contract, requests to amend the contract to reflect any new published catalog or price sheet must be submitted whenever the manufacturer publishes a new document. The request must include the new catalog or price sheet. All Products shall, at time of sale, be equipped as required under any then current applicable local, state, and federal government requirements. If, during the course of any contract, changes are made to any government requirements which cause a manufacturer's costs of production to increase, Contractor may increase pricing to the extent of Contractor’s actual cost increase. The increase must be substantiated with support documentation acceptable to H-GAC prior to taking effect. Modifications to a Product required to comply with such requirements which become effective after the date of any sale are the responsibility of the Customer. Requesting Price Increase/Required Documentation Contractor must submit a written notification at least thirty (30) calendar days prior to the requested effective date of the change, setting the amount of the increase, along with an itemized list of any increased prices, showing the Contractor’s current price, revised price, the actual dollar difference and the percentage of the price increase by line item. Price change requests must include H-GAC Forms D Offered Item Pricing and E Options Pricing, or the documentation used to submit pricing in the original Response and be supported with substantive documentation (e.g. manufacturer's price increase notices, copies of invoices from suppliers, etc.) clearly showing that Contractor's actual costs have increased per the applicable line item bid. The Producer Price Index (PPI) may be used as partial justification, subject to approval by H-GAC, but no price increase based solely on an increase in the PPI will be allowed. This documentation should be submitted in Excel format to facilitate analysis and updating of the website. The letter and documentation must be sent to the Bids and Specifications manager, William Burton, at William.Burton@h-gac.com Review/Approval of Requests         68 Page 7 of 13 If H-GAC approves the price increase, Contractor will be notified in writing; no price increase will be effective until Contractor receives this notice. If H-GAC does not approve Contractor’s price increase, Contractor may terminate its performance upon sixty (60) days advance written notice to H-GAC, however Contractor must fulfill any outstanding Purchase Orders. Termination of performance is Contractor’s only remedy if H-GAC does not approve the price increase. H-GAC reserves the right to accept or reject any price change request. ARTICLE 24: DELIVERIES AND SHIPPING TERMS The Contractor agrees to make deliveries only upon receipt of authorized Customer Purchase Order acknowledged by H-GAC. Delivery made without such Purchase Order will be at Contractor’s risk and will leave H-GAC the option of canceling any contract awarded to the Contractor. The Contractor must secure and deliver any item within five (5) working days, or as agreed to on any corresponding customer Purchase Order. Shipping must be Freight On Board Destination to the delivery location designated on the Customer purchase order. The Contractor will retain title and control of all goods until delivery is completed and the Customer has accepted the delivery. All risk of transportation and all related charges are the responsibility of the Contractor. The Customer will notify the Contractor and H-GAC promptly of any damaged goods and will assist the Contractor in arranging for inspection. The Contractor must file all claims for visible or concealed damage. Unless otherwise stated in the Agreement, deliveries must consist only of new and unused merchandise. ARTICLE 25: RESTOCKING (EXCHANGES AND RETURNS) There will be no restocking charge to the Customer for return or exchange of any item purchased under the terms of any award. If the Customer wishes to return items purchased under an awarded contract, the Contractor agrees to exchange, these items for other items, with no additional charge incurred. Items must be returned to Contractor within thirty (30) days from date of delivery. If there is a difference in price in the items exchanged, the Contractor must notify H-GAC and invoice Customer for increase price or provide the Customer with a credit or refund for any decrease in price per Customer’s preference. On items returned, a credit or cash refund will be issued by the Contractor to Customer. This return and exchange option will extend for thirty (30) days following the expiration of the term of the Contract. All items returned by the Customer must be unused and in the same merchantable condition as when received. Items that are special ordered may be returned only upon approval of the Contractor. ARTICLE 26: MANUALS Each product delivered under contract to any Customer must be delivered with at least one (1) copy of a safety and operating manual and any other technical or maintenance manual. The cost of the manual(s) must be included in the price for the Product offered. ARTICLE 27: OUT OF STOCK, PRODUCT RECALLS, AND DISCONTINUED PRODUCTS H-GAC does NOT purchase the products sold pursuant to a Solicitation or Agreement. Contractor is responsible for ensuring that notices and mailings, such as Out of Stock or Discontinued Notices, Safety Alerts, Safety Recall Notices and customer surveys, are sent directly to the Customer with a copy sent to H-GAC. Customer will have the option of accepting any equivalent product or canceling the item from Customer’s Purchase Order. Contractor is not authorized to make substitutions without prior approval. ARTICLE 28: WARRANTIES, SALES, AND SERVICE Warranties must be the manufacturer's standard and inclusive of any other warranty requirements stated in the Agreement; any warranties offered by a dealer will be in addition to the manufacturer’s standard warranty and will not be a substitute for such. Pricing for any product must be inclusive of the standard warranty. Contractor is responsible for the execution and effectiveness of all product warranty requests and any claims, Contractor agrees to respond directly to correct warranty claims and to ensure reconciliation of warranty claims that have been assigned to a third party.         69 Page 8 of 13 ARTICLE 29: TERMINATION PROCEDURES The Contractor acknowledges that this Agreement may be terminated for Convenience or Default. H-GAC will not pay for any expenses incurred after the termination date of the contract. A. Convenience H-GAC may terminate this Agreement at any time, in whole or in part, with or without cause, whenever H-GAC determines that for any reason such termination is in the best interest of H-GAC, by providing written notice by certified mail to the Contractor. Upon receipt of notice of termination, all services hereunder of the Contractor and its employees and subcontractors shall cease to the extent specified in the notice of termination. The Contractor may cancel or terminate this Agreement upon submission of thirty (30) days written notice, presented to H-GAC via certified mail. The Contractor may not give notice of cancellation after it has received notice of default from H-GAC. B. Default H-GAC may, by written notice of default to the Contractor, terminate the whole or any part of the Agreement, in any one of the following circumstances: (1) If the Contractor fails to perform the services herein specified within the time specified herein or any extension thereof; or (2) If the Contractor fails to perform any of the other provisions of this Agreement for any reason whatsoever, or so fails to make progress or otherwise violates the Agreements that completion of services herein specified within the Agreement term is significantly endangered, and in either of these two instances does not cure such failure within a period often (10) days (or such longer period of time as may be authorized by H-GAC in writing) after receiving written notice by certified mail of default from H-GAC. (3) In the event of such termination, Contractor will notify H-GAC of any outstanding Purchase Orders and H-GAC will consult with the End User and notify the Contractor to what extent the End User wishes the Contractor to complete the Purchase Order. If Contractor is unable to do so, Contractor may be subject to a claim for damages from H-GAC and/or the End User. ARTICLE 30: SEVERABILITY H-GAC and Contractor agree that should any provision of this Agreement be determined to be invalid or unenforceable, such determination shall not affect any other term of this Agreement, which shall continue in full force and effect. ARTICLE 31: FORCE MAJEURE To the extent that either party to this Agreement shall be wholly or partially prevented from the performance of any obligation or duty placed on such party by reason of or through strikes, stoppage of labor, riot, fire, flood, acts of war, insurrection, accident, order of any court, act of God, or specific cause reasonably beyond the party's control and not attributable to its neglect or nonfeasance, in such event, the time for the performance of such obligation or duty shall be suspended until such disability to perform is removed. Determination of force majeure shall rest solely with H-GAC. ARTICLE 32: CONFLICT OF INTEREST No officer, member or employee of the Contractor or subcontractor, no member of the governing body of the Contractor, and no other public officials of the Contractor who exercise any functions or responsibilities in the review or Contractor approval of this Agreement, shall participate in any decision relating to this Agreement which affects his or her personal interest, or shall have any personal or pecuniary interest, direct or indirect, in this Agreement.         70 Page 9 of 13 A. Conflict of Interest Questionnaire: Chapter 176 of the Texas Local Government Code requires contractors contracting or seeking to contract with H-GAC to file a conflict of interest questionnaire (CIQ) if they have an employment or other business relationship with an H-GAC officer or an officer’s close family member. The required questionnaire and instructions are located on the H-GAC website or at the Texas Ethics Commission website https://www.ethics.state.tx.us/forms/CIQ.pdf. H-GAC officers include its Board of Directors and Executive Director, who are listed on this website. Respondent must complete and file a CIQ with the Texas Ethics Commission if an employment or business relationship with H-GAC office or an officer’s close family member as defined in the law exists. B. Certificate of Interested Parties Form – Form 1295: As required by Section 2252.908 of the Texas Government Code. H-GAC will not enter a Contract with Contractor unless (i) the Contractor submits a disclosure of interested parties form to H-GAC at the time the Contractor submits the contract H-GAC, or (ii) the Contractor is exempt from such requirement. The required form and instructions are located at the Texas Ethics Commission website https://www.ethics.state.tx.us/whatsnew/elf_info_form1295.htm. Respondents who are awarded a Contract must submit their Form 1295 with the signed Contract to H-GAC. ARTICLE 33: FEDERAL COMPLIANCE Contractor agrees to comply with all federal statutes relating to nondiscrimination, labor standards, and environmental compliance. With regards to “Rights to Inventions Made Under a Contract or Agreement,” If the Federal award meets the definition of “funding agreement” under 37 CFR § 401.2 (a) and the recipient or subrecipient wishes to enter into a contract with a small business firm or nonprofit organization regarding the substitution of parties, assignment or performance of experimental, developmental, or research work under that “funding agreement,” the recipient or subrecipient must comply with the requirements of 37 CFR Part 401, “Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements,” and any implementing regulations issued by the awarding agency. Contractor agrees to be wholly compliant with the provisions of 2 CFR 200, Appendix II. Additionally, for work to be performed under the Agreement or subcontract thereof, including procurement of materials or leases of equipment, Contractor shall notify each potential subcontractor or supplier of the Contractor's federal compliance obligations. These may include, but are not limited to: (a) Title VI of the Civil Rights Act of 1964 (P.L. 88-352) which prohibits discrimination on the basis of race, color or national origin; (b) Title IX of the Education Amendments of 1972, as amended (20 U.S.C. §§ 1681-1683, and 1685-1686), which prohibits discrimination on the basis of sex; (c) the Fair Labor Standards Act of 1938 (29 USC 676 et. seq.), (d) Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. § 794), which prohibits discrimination on the basis of handicaps and the Americans with Disabilities Act of 1990; (e) the Age Discrimination in Employment Act of 1967 (29 USC 621 et. seq.) and the Age Discrimination Act of 1974, as amended (42 U.S.C. §§ 6101-6107), which prohibits discrimination on the basis of age; (f) the Drug Abuse Office and Treatment Act of 1972 (P.L. 92- 255), as amended, relating to nondiscrimination on the basis of drug abuse; (g) the Comprehensive Alcohol Abuse and Alcoholism Prevention, Treatment and Rehabilitation Act of 1970 (P.L. 91-616), as amended, relating to the nondiscrimination on the basis of alcohol abuse or alcoholism; (h) §§ 523 and 527 of the Public Health Service Act of 1912 (42 U.S.C. 290 dd-3 and 290 ee-3), as amended, relating to confidentiality of alcohol and drug abuse patient records; (i) Title VIII of the Civil Rights Act of 1968 (42 U.S.C. § 3601 et seq.), as amended, relating to nondiscrimination in the sale, rental or financing of housing; (j) any other nondiscrimination provisions in any specific statute(s) applicable to any Federal funding for this Agreement; (k) the requirements of any other nondiscrimination statute(s) which may apply to this Agreement; (l) applicable provisions of the Clean Air Act (42 U.S.C. §7401 et seq.), the Federal Water Pollution Control Act, as amended (33 U.S.C. §1251 et seq.), Section 508 of the Clean Water Act (33 U.S.C. 1368), Executive Order 11738, and the Environmental Protection Agency regulations at 40 CPR Part 15; (m) applicable provisions of the Davis- Bacon Act (40 U.S.C. 276a - 276a-7), the Copeland Act (40 U.S.C. 276c), and the Contract Work Hours and Safety Standards Act (40 U.S.C. 327-332), as set forth in Department of Labor Regulations at 20 CPR 5.5a; (n) the mandatory standards and         71 Page 10 of 13 policies relating to energy efficiency which are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act (P.L. 94-163). ARTICLE 34: CRIMINAL PROVISIONS AND SANCTIONS The Contractor agrees to perform the Agreement in conformance with safeguards against fraud and abuse as set forth by the H-GAC, the State of Texas, and the acts and regulations of any related state or federal agency. The Contractor agrees to promptly notify H-GAC of any actual or suspected fraud, abuse, or other criminal activity through the filing of a written report within twenty-four (24) hours of knowledge thereof. Contractor shall notify H-GAC of any accident or incident requiring medical attention arising from its activities under this Agreement within twenty-four (24) hours of such occurrence. Theft or willful damage to property on loan to the Contractor from H-GAC, if any, shall be reported to local law enforcement agencies and H-GAC within two (2) hours of discovery of any such act. The Contractor further agrees to cooperate fully with H-GAC, local law enforcement agencies, the State of Texas, the Federal Bureau of Investigation and any other duly authorized investigative unit, in carrying out a full investigation of all such incidents. The Contractor shall notify H-GAC of the threat of lawsuit or of any actual suit filed against the Contractor pertaining to this Agreement or which would adversely affect the Contractor’s ability to perform services under this Agreement. ARTICLE 35: INDEMNIFICATION AND RECOVERY H-GAC’s liability under this Agreement, whether for breach of contract, warranty, negligence, strict liability, in tort or otherwise, is limited to its order processing charge. In no event will H-GAC be liable for any loss of use, loss of time, inconvenience, commercial loss, lost profits or savings or other incidental, special or consequential damages to the full extent such use may be disclaimed by law. Contractor agrees, to the extent permitted by law, to defend and hold harmless H-GAC, its board members, officers, agents, officials, employees and indemnities from any and all claims, costs, expenses (including reasonable attorney fees), actions, causes of action, judgements, and liens arising as a result of Contractor’s negligent act or omission under this Agreement. Contractor shall notify H-GAC of the threat of lawsuit or of any actual suit filed against Contractor relating to this Agreement. ARTICLE 36: LIMITATION OF CONTRACTOR’S LIABILITY Except as specified in any separate writing between the Contractor and an END USER, Contractor’s total liability under this Agreement, whether for breach of contract, warranty, negligence, strict liability, in tort or otherwise, but excluding its obligation to indemnify H-GAC, is limited to the price of the particular products/services sold hereunder, and Contractor agrees either to refund the purchase price or to repair or replace product(s) that are not as warranted. In no event will Contractor be liable for any loss of use, loss of time, inconvenience, commercial loss, loss of profits or savings or other incidental, special or consequential damages to the full extent such use may be disclaimed by law. Contractor understands and agrees that it shall be liable to repay and shall repay upon demand to END USER any amounts determined by H-GAC, its independent auditors, or any agency of State or Federal government to have been paid in violation of the terms of this Agreement. ARTICLE 37: TITLES NOT RESTRICTIVE The titles assigned to the various Articles of this Agreement are for convenience only. Titles shall not be considered restrictive of the subject matter of any Article, or part of this Agreement. ARTICLE 38: JOINT WORK PRODUCT This Agreement is the joint work product of H-GAC and the Contractor. This Agreement has been negotiated by H-GAC and the Contractor and their respective counsel and shall be fairly interpreted in accordance with its terms and, in the event of any ambiguities, no inferences shall be drawn against any party.         72 Page 11 of 13 ARTICLE 39: PROCUREMENT OF RECOVERED MATERIAL H-GAC and the Respondent must comply with section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act. The requirements of Section 6002 include: (1) procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 CFR part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; (2) procuring solid waste management services in a manner that maximizes energy and resource recovery; and (3) establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines. Pursuant to the Federal Rule above, as required by the Resource Conservation and Recovery Act of 1976 (42 U.S.C. § 6962(c)(3)(A)(i)), Respondent certifies that the percentage of recovered materials content for EPA-designated items to be delivered or used in the performance of the Contract will be at least the amount required by the applicable contract specifications or other contractual requirements. ARTICLE 40: COPELAND “ANTI-KICKBACK” ACT Contractor shall comply with 18 U.S.C. § 874, 40 U.S.C. § 3145, and the requirements of 29 C.F.R. pt. 3 as may be applicable, which are incorporated by reference into the contract. The contractor or subcontractor shall insert in any subcontracts the clause above and such other clauses as appropriate agency instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all of these contract clauses. A breach of the contract clauses above may be grounds for termination of the Contract, and for debarment as a contractor and subcontractor as provided in 29 C.F.R. § 5.12. ARTICLE 41: DISCRIMINATION Respondent and any potential subcontractors shall comply with all Federal statutes relating to nondiscrimination. These include, but are not limited to: a) Title VI of the Civil Rights Act of 1964 (P.L. 88-352), which prohibits discrimination on the basis of race, color, or national origin; b) Title IX of the Education Amendments of 1972, as amended (20 U.S.C. §§1681-1683, and 1685- 1686), which prohibits discrimination on the basis of sex; c) Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. §794), which prohibits discrimination on the basis of handicaps; d) The Age Discrimination Act of 1975, as amended (42 U.S.C. §§6101- 6107), which prohibits discrimination on the basis of age; e) The Drug Abuse Office and Treatment Act of 1972 (P.L. 92-255), as amended, relating to nondiscrimination on the basis of drug abuse; f) The Comprehensive Alcohol Abuse and Alcoholism Prevention, Treatment and Rehabilitation Act of 1970 (P.L. 91-616), as amended, relating to nondiscrimination on the basis of alcohol abuse or alcoholism; g) Sections 523 and 527 of the Public Health Service Act of 1912 (42 U.S.C. §§290 dd-3 and 290 ee-3), as amended, relating to confidentiality of alcohol and drug abuse patient records; h) Title VIII of the Civil Rights Act of 1968 (42 U.S.C. §§3601 et seq.), as amended, relating to nondiscrimination in the sale, rental, or financing of housing; i) Any other nondiscrimination provisions in the specific statute(s) under which application for Federal assistance is being made; and j) The requirements of any other nondiscrimination statute(s) that may apply to the application. ARTICLE 42: DRUG FREE WORKPLACE Contractor must provide a drug-free workplace in accordance with the Drug-Free Workplace Act, as applicable.         73 Page 12 of 13 For the purposes of this Section, “drug-free” means a worksite at which employees are prohibited from engaging in the unlawful manufacture, distribution, dispensation, possession, or use of a controlled substance. H-GAC may request a copy of this policy. ARTICLE 43: APPLICABILITY TO SUBCONTRACTORS Respondent agrees that all contracts it awards pursuant to the contract awarded as a result of this Agreement will be bound by the foregoing terms and conditions. ARTICLE 44: WARRANTY AND COPYRIGHT Submissions must include all warranty information, including items covered, items excluded, duration, and renewability. Submissions must include proof of licensing if using third party code for programming. ARTICLE 45: DATA HANDLING AND SECURITY It will always be the responsibility of the selected Contractor to manage data transfer and to secure all data appropriately during the project to prevent unauthorized access to all data, products, and deliverables. ARTICLE 46: DISPUTES All disputes concerning questions of fact or of law arising under this Agreement, which are not addressed within the Whole Agreement as defined pursuant to Article 4 hereof, shall be decided by the Executive Director of H- GAC or his designee, who shall reduce his decision to writing and provide notice thereof to the Contractor. The decision of the Executive Director or his designee shall be final and conclusive unless, within thirty (30) days from the date of receipt of such notice, the Contractor requests a rehearing from the Executive Director of H- GAC. In connection with any rehearing under this Article, the Contractor shall be afforded an opportunity to be heard and offer evidence in support of its position. The decision of the Executive Director after any such rehearing shall be final and conclusive. The Contractor may, if it elects to do so, appeal the final and conclusive decision of the Executive Director to a court of competent jurisdiction. Pending final decision of a dispute hereunder, the Contractor shall proceed diligently with the performance of the Agreement and in accordance with H- GAC's final decision. ARTICLE 47: CHOICE OF LAW: VENUE This Agreement shall be governed by the laws of the State of Texas. Venue and jurisdiction of any suit or cause of action arising under or in connection with the Agreement shall lie exclusively in Harris County, Texas. Disputes between END USER and Contractor are to be resolved in accordance with the law and venue rules of the state of purchase. Contractor shall immediately notify H-GAC of such disputes. ARTICLE 48: ORDER OF PRIORITY In the case of any conflict between or within this Agreement, the following order of priority shall be utilized: 1) General Provisions, 2) Special Provisions, 3) Scope of Work, and, 4) Other Attachments. ARTICLE 49: WHOLE AGREEMENT The General Provisions, Special Provisions, and Attachments, as provided herein, constitute the complete Agreement (“Agreement”) between the parties hereto, and supersede any and all oral and written agreements between the parties relating to matters herein. Except as otherwise provided herein, this Agreement cannot be modified without written consent of the parties. SIGNATURES: H-GAC and the Contractor have read, agreed, and executed the whole Agreement as of the date first written above, as accepted by:         74 H-GAC Houston-Galveston Area Council P.O. Box 22777 · 3555 Timmons · Houston, Texas 77227-2777 Cooperative Agreement - Routeware, Inc. - Public Services - ID: 6308 Page 13 of 13 Routeware, Inc. Signature $docusign:SignHere::Customer1 Name Tom Malone Title CEO Date $docusign:DateSigned::Customer1 H-GAC Signature $docusign:SignHere::InternalSigner Name Chuck Wemple Title Executive Director Date $docusign:DateSigned::InternalSi          75 H-GAC Houston-Galveston Area Council P.O. Box 22777 · 3555 Timmons · Houston, Texas 77227-2777 Cooperative Agreement - Routeware, Inc. - Public Services - 6308 Page 1 of 8 SPECIAL PROVISIONS Incorporated by attachment, as part of the whole agreement, H-GAC and the Contractor do, hereby agree to the Special Provisions as follows: ARTICLE 1: BIDS/PROPOSALS INCORPORATED In addition to the whole Agreement, the following documents listed in order of priority are incorporated into the Agreement by reference: Bid/Proposal Specifications and Contractor’s Response to the Bid/Proposal. ARTICLE 2: END USER AGREEMENTS (“EUA”) H-GAC acknowledges that the END USER may choose to enter into an End User Agreement (“EUA) with the Contractor through this Agreement, and that the term of the EUA may exceed the term of the current H-GAC Agreement. H-GAC’s acknowledgement is not an endorsement or approval of the End User Agreement’s terms and conditions. Contractor agrees not to offer, agree to or accept from the END USER, any terms or conditions that conflict with those in Contractor’s Agreement with H-GAC. Contractor affirms that termination of its Agreement with H-GAC for any reason shall not result in the termination of any underlying EUA, which shall in each instance, continue pursuant to the EUA’s stated terms and duration. Pursuant to the terms of this Agreement, termination of this Agreement will disallow the Contractor from entering into any new EUA with END USERS. Applicable H-GAC order processing charges will be due and payable to H-GAC on any EUAs, surviving termination of this Agreement between H-GAC and Contractor. ARTICLE 3: MOST FAVORED CUSTOMER CLAUSE Contractor shall provide its most favorable pricing and terms to H-GAC. If at any time during this Agreement, Contractor develops a regularly followed standard procedure of entering into agreements with other governmental customers within the State of Texas, and offers the same or substantially the same products/services offered to H-GAC on a basis that provides prices, warranties, benefits, and or terms more favorable than those provided to H-GAC, Contractor shall notify H-GAC within ten (10) business days thereafter, and this Agreement shall be deemed to be automatically retroactively amended, to the effective date of Contractor’s most favorable past agreement with another entity. Contractor shall provide the same prices, warranties, benefits, or terms to H-GAC and its END USER as provided in its most favorable past agreement. H-GAC shall have the right and option at any time to decline to accept any such change, in which case the amendment shall be deemed null and void. If Contractor claims that a more favorable price, warranty, benefit, or term that was charged or offered to another entity during the term of this Agreement, does not constitute more favorable treatment, than Contractor shall, within ten (10) business days, notify H-GAC in writing, setting forth the detailed reasons Contractor believes the aforesaid offer is not in fact most favored treatment. H-GAC, after due consideration of Contractor’s written explanation, may decline to accept such ex planation and thereupon this Agreement between H-GAC and Contractor shall be automatically amended, effective retroactively, to the effective date of the most favored agreement, to provide the same prices, warranties, benefits, or terms to H-GAC and the END USER. EXCEPTION: This clause shall not be applicable to prices and price adjustments offered by a bidder, proposer or contractor, which are not within bidder's/proposer’s control [example; a manufacturer's bid concession], or to any prices offered to the Federal Government and its agencies.         76 Page 2 of 8 ARTICLE 4: PARTY LIABILITY Contractor’s total liability under this Agreement, whether for breach of contract, warranty, negligence, strict liability, in tort or otherwise, is limited to the price of the particular products/services sold hereunder. Contractor agrees either to refund the purchase price or to repair or replace product(s) that are not as warranted. Contractor accepts liability to repay, and shall repay upon demand to END USER, any amounts determined by H-GAC, its independent auditors, or any state or federal agency, to have been paid in violation of the terms of this Agreement. ARTICLE 5: GOVERNING LAW & VENUE Contractor and H-GAC agree that Contractor will make every reasonable effort to resolve disputes with the END USER in accord with the law and venue rules of the state of purchase. Contractor shall immediately notify H- GAC of such disputes. ARTICLE 6: SALES AND ORDER PROCESSING CHARGE Contractor shall sell its products to END USERS based on the pricing and terms of this Agreement. H-GAC will invoice Contractor for the applicable order processing charge when H-GAC receives notification of an END USER order. Contractor shall remit to H-GAC the full amount of the applicable order processing charge, after delivery of any product or service and subsequent END USER acceptance. Payment of the Order Processing Charge shall be remitted from Contractor to H-GAC, within thirty (30) calendar days or ten (10) business days after receipt of an END USER’s payment, whichever comes first, notwithstanding Contractor’s receipt of invoice. For sales made by Contractor based on this Agreement, including sales to entities without Interlocal Agreements, Contractor shall pay the applicable order processing charges to H-GAC. Further, Contractor agrees to encourage entities who are not members of H-GAC’s Cooperative Purchasing Program to execute an H-GAC Interlocal Agreement. H-GAC reserves the right to take appropriate actions including, but not limited to, Agreement termination if Contractor fails to promptly remit the appropriate order processing charge to H-GAC. In no event shall H-GAC have any liability to Contractor for any goods or services an END USER procures from Contractor. At all times, Contractor shall remain liable to pay to H-GAC any order processing charges on any portion of the Agreement actually performed, and for which compensation was received by Contractor. ARTICLE 7: LIQUIDATED DAMAGES Contractor and H-GAC agree that Contractor shall cooperate with the END USER at the time an END USER purchase order is placed, to determine terms for any liquidated damages. ARTICLE 8: INSURANCE Unless otherwise stipulated in Section B of the Bid/Proposal Specifications, Contractor must have the following insurance and coverage minimums: a. General liability insurance with a Single Occurrence limit of at least $1,000,000.00, and a General Aggregate limit of at least two times the Single Occurrence limit. b. Product liability insurance with a Single Occurrence limit of at least $1,000,000.00, and a General Aggregate limit of at least two times the Single Occurrence limit for all Products except Automotive Fire Apparatus. For Automotive Fire Apparatus, see Section B of the Bid/Proposal Specifications. c. Property Damage or Destruction insurance is required for coverage of End User owned equipment while in Contractor's possession, custody or control. The minimum Single Occurrence limit is $500,000.00 and the General Aggregate limit must be at least two times the Single Occurrence limit. This insurance may be carried in several ways, e.g. under an Inland Marine policy, as art of Automobile coverage, or under a Garage Keepers policy. In any event, this coverage must be specifically and clearly listed on insurance certificate(s) submitted to H-GAC.         77 Page 3 of 8 d. Insurance coverage shall be in effect for the length of any contract made pursuant to the Bid/Proposal, and for any extensions thereof, plus the number of days/months required to deliver any outstanding order after the close of the contract period. e. Original Insurance Certificates must be furnished to H-GAC on request, showing Contractor as the insured and showing coverage and limits for the insurances listed above. f. If any Product(s) or Service(s) will be provided by parties other than Contractor, all such parties are required to carry the minimum insurance coverages specified herein, and if requested by H-GAC, a separate insurance certificate must be submitted for each such party. g. H-GAC reserves the right to contact insurance underwriters to confirm policy and certificate issuance and document accuracy. ARTICLE 9: PERFORMANCE AND PAYMENT BONDS FOR INDIVIDUAL ORDERS H-GAC’s contractual requirements DO NOT include a Performance & Payment Bond (PPB); therefore, Contractor shall offer pricing that reflects this cost savings. Contractor shall remain prepared to offer a PPB to cover any order if so requested by the END USER. Contractor shall quote a price to END USER for provision of any requested PPB, and agrees to furnish the PPB within ten business (10) days of receipt of END USER's purchase order. ARTICLE 10: ORDER PROCESSING CHARGE H-GAC will apply an Order Processing Charge for each sale done through the H-GAC contract, with the exception of orders for motor vehicles. Any pricing submitted must include this charge amount per the most current H-GAC schedule. For motor vehicle orders, the Processing Charge is paid by the Customer. ARTICLE 11: CHANGE OF STATUS Contractor shall immediately notify H-GAC, in writing, of ANY change in ownership, control, dealership/franchisee status, Motor Vehicle license status, or name. Contractor shall offer written guidance to advise H-GAC if this Agreement shall be affected in any way by such change. H-GAC shall have the right to determine whether or not such change is acceptable, and to determine what action shall be warranted, up to and including cancellation of Agreement. ARTICLE 11: REQUIREMENTS TO APPLICABLE PHYSICAL GOODS In the case of physical goods (e.g. equipment, material, supplies, as opposed to services), all Products offered must comply with any applicable provisions of the Texas Business and Commerce Code, Title 1, Chapter 2 and with at least the following: a. Be new, unused, and not refurbished. b. Not be a prototype as the general design, operation and performance. This requirement is NOT meant to preclude the Contractor from offering new models or configurations which incorporate improvements in a current design or add functionality, but in which new model or configuration may be new to the marketplace. c. Include all accessories which may or may not be specifically mentioned in the Agreement, but which are normally furnished or necessary to make the Product ready for its intended use upon delivery. Such accessories shall be assembled, installed and adjusted to allow continuous operation of Product at time of delivery. d. Have assemblies, sub-assemblies and component parts that are standard and interchangeable throughout the entire quantity of a Product as may be purchased simultaneously by any Customer. e. Be designed and constructed using current industry accepted engineering and safety practices, and materials. f. Be available for inspection at any time prior to or after procurement.         78 Page 4 of 8 ARTICLE 12: TEXAS MOTOR VEHICLE BOARD LICENSING All that deal in motor vehicles shall maintain current licenses that are required by the Texas Motor Vehicle Commission Code. If at any time during this Agreement term, any required Contractor license is denied, revoked, or not renewed, Contractor shall be in default of this Agreement, unless the Texas Motor Vehicle Board issues a stay or waiver. Contractor shall promptly provide copies of all current applicable Texas Motor Vehicle Board documentation to H-GAC upon request. ARTICLE 13: INSPECTION/TESTING All Products sold pursuant to this Agreement will be subject to inspection/testing by or at the direction of H- GAC and/or the ordering Customer, either at the delivery destination or the place of manufacture. In the event a Product fails to meet or exceed all requirements of this Agreement, and unless otherwise agreed in advance, the cost of any inspection and/or testing, will be the responsibility of the Contractor. ARTICLE 14: ADDITIONAL REPORTING REQUIREMENTS Contractor agrees to submit written quarterly reports to H-GAC detailing all transactions during the previous three (3) month period. Reports must include, but are not limited, to the following information: a. Customer Name b. Product/Service purchased, including Product Code if applicable c. Customer Purchase Order Number d. Purchase Order Date e. Product/Service dollar amount f. HGACBuy Order Processing Charge amount ARTICLE 15: BACKGROUND CHECKS Cooperative customers may request background checks on any awarded contractor’s employees who will have direct contact with students, or for any other reason they so choose, any may require contractor to pay the cost of obtaining any background information requested by the Customer. ARTICLE 16: PROHIBITION ON CONTRACTS WITH COMPANIES BOYCOTTING ISRAEL CERTIFICATION As required by Chapter 2271 of the Texas Local Government Code the Contractor must verify that it 1) does not boycott Israel; and 2) will not boycott Israel during the term of the Contract. Pursuant to Section 2271.001, Texas Government Code: 1. “Boycott Israel” means refusing to deal with, terminating business activities with, or otherwise taking any action that is intended to penalize, inflict economic harm on, or limit commercial relations specifically with Israel, or with a person or entity doing business in Israel or in an Israeli-controlled territory, but does not include an action made for ordinary business purposes; and 2. “Company” means a for-profit sole proprietorship, organization, association, corporation, partnership, joint venture, limited partnership, limited liability partnership, or any limited liability company, including a wholly owned subsidiary, majority-owned subsidiary, parent company or affiliate of those entities or business associations that exist to make a profit. ARTICLE 17: NO EXCLUDED NATION OR TERRORIST ORGANIZATION CERTIFICATION As required by Chapter 2252 of the Texas Government Code the Contractor must certify that it is not a company engaged in active business operations with Sudan, Iran, or a foreign terrorist organization – specifically, any company identified on a list prepared and maintained by the Texas Comptroller under Texas Government Code §§806.051, 807.051, or 2252.153. (A company that the U.S. Government affirmatively declares to be excluded from its federal sanctions regime relating to Sudan, Iran, or any federal sanctions regime relating to a foreign terrorist organization is not subject to the contract prohibition.)         79 Page 5 of 8 ARTICLE 18: PROHIBITION ON CONTRACTING WITH ENTITIES USING CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE EQUIPMENT (Effective Aug. 13, 2020 and as amended October 26, 2020) Pursuant to 2 CFR 200.216, Contractor shall not offer equipment, services, or system that use covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. ‘‘Covered telecommunications equipment or services means 1) telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities); 2) for the purpose of public safety, security of government facilities, physical security surveillance of critical infrastructure, and other national security purposes, video surveillance and telecommunications equipment produced by Hytera Communications Corporation, Hangzhou Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or affiliate of such entities); 3) telecommunications or video surveillance services provided by such entities or using such equipment; or 4) telecommunications or video surveillance equipment or services produced or provided by an entity that the Secretary of Defense, in consultation with the Director of National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes to be an entity owned or controlled by, or otherwise connected to, the government of a covered foreign country. Contractor must comply with requirements for certifications. The provision at 48 C.F.R Section 52.204-26 requires that Contractors review SAM prior to completing their required representations. This rule applies to all acquisitions, including acquisitions at or below the simplified acquisition threshold and to acquisitions of commercial items, including commercially available off the-shelf items. ARTICLE 19: BUY AMERICA ACT (National School Lunch Program and Breakfast Program) With respect to products purchased b y Customers for use in the National School Lunch Program and/or National School Breakfast Program, Contractor shall comply with all federal procurement laws and regulations with respect to such programs, including the Buy American provisions set forth in 7 C.F.R. Part 210.21(d), to the extent applicable. Contractor agrees to provide all certifications required by Customer regarding such programs. In the event Contractor or Contractor’s supplier(s) are unable or unwilling to certify compliance with the Buy American Provision, or the applicability of an exception to the Buy American provision, H-GAC Customers may decide not to purchase from Contractor. Additionally, H-GAC Customers may require country of origin on all products and invoices submitted for payment by Contractor, and Contractor agrees to comply with any such requirement. ARTICLE 20: BUY AMERICA REQUIREMENT (Applies only to Federally Funded Highway and Transit Projects) With respect to products purchased by Customer for use in federally funded highway projects, Contractor shall comply with all federal procurement laws and regulations with respect to such projects, including the Buy American provisions set forth in 23 U.S.C. Section 313, 23 C.F.R. Section 635.410, as amended, and the Steel and Iron Preference provisions of Texas Transportation Code Section 223.045, to the extent applicable. Contractor agrees to provide all certifications required by Customer regarding such programs. With respect to products purchased by Customer for use in federally funded transit projects, Contractor shall comply with all federal procurement laws and regulations with respect to such projects, including the Buy American provisions set forth in 49 U.S.C. Section 5323(j)(1), 49 C.F.R. Sections 661.6 or 661.12, to the extent applicable. Contractor agrees to provide all certifications required by Customer regarding such programs. ARTICLE 21: DOMESTIC PREFERENCE         80 Page 6 of 8 In accordance with 2 CFR 200.322, as appropriate and to the extent consistent with law, a Customer using federal grant award funds should, to the greatest extent practicable, provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States (including but not limited to iron, aluminum, steel, cement, and other manufactured products). The Customer must include this requirement in all subawards including all contracts and purchase orders for work or products under the federal grant award. If Contractor intends to qualify for Purchase Orders using federal grant money, the it shall work with the Customer to provide all required certifications and other documentation needed to show compliance. ARTICLE 22: TITLE VI REQUIREMENTS H-GAC in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C. §§ 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that any disadvantaged business enterprises will be afforded full and fair opportunity to submit in response to this Agreement and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. ARTICLE 23: EQUAL EMPLOYMENT OPPORTUNITY Except as otherwise provided under 41 CFR Part 60, all Contracts and Customer Purchase Orders that meet the definition of “federally assisted construction contract” in 41 CFR Part 60-1.3 shall be deemed to include the equal opportunity clause provided under 41 CFR 60-1.4(b), in accordance with Executive Order 11246, “Equal Employment Opportunity” (30 FR 12319, 12935, 3 CFR Part, 1964-1965 Comp., pg.339), as amended by Executive Order 11375, “Amending Executive Order 11246 Relating to Equal Employment Opportunity,” and implementing regulations at 41CFR Part 60, “Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor.” The equal opportunity clause provided under 41 CFR 60-1.4(b) is hereby incorporated by reference. Contractor agrees that such provision applies to any contract that meets the definition of “federally assisted construction contract” in 41 CFR Part 60-1.3 and agrees that it will comply with such provision. ARTICLE 24: CLEAN AIR AND WATER POLLUTION CONTROL ACT Customer Purchase Orders using federal funds must contain a provision that requires the Contractor to agree to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401-7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. 1251-1387). Violations must be reported to the Federal awarding agency and the Regional Office of the Environmental Protection Agency (EPA). Pursuant to the Federal Rule above, Contractor certifies that it is in compliance with all applicable provisions of the Clean Air Act (42 U.S.C. 7401-7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. 1251-1387) and will remain in compliance during the term of the Contract. ARTICLE 25: PREVAILING WAGE Contractor and any potential subcontractors have a duty to and shall pay the prevailing wage rate under the Davis-Bacon Act, 40 U.S.C. 276a – 276a-5, as amended, and the regulations adopted thereunder contained in 29 C.F.R. pt. 1 and 5. ARTICLE 26: CONTRACT WORK HOURS AND SAFETY STANDARDS As per the Contract Work Hours and Safety Standards Act (40 U.S.C. 3701-3708), where applicable, all Customer Purchase Orders in excess of ,000 that involve the employment of mechanics or laborers must include a provision for compliance with 40 U.S.C. 3702 and 3704, as supplemented by Department of Labor regulations (29 CFR Part 5). Under 40 U.S.C. 3702 of the Act, each contractor must be required to compute the wages of         81 Page 7 of 8 every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. 3704 are applicable to construction work and provide that no laborer or mechanic must be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. ARTICLE 27: PROFIT AS A SEPARATE ELEMENT OF PRICE For purchases using federal funds in excess of ,000, a Customer may be required to negotiate profit as a separate element of the price. See, 2 CFR 200.323(b). Contractor agrees to provide information and negotiate with the Customer regarding profit as a separate element of the price for the purchase. Contractor also agrees that the total price, including profit, charged by Contractor to Customer will not exceed the awarded pricing, including any applicable discount, under any awarded contract. ARTICLE 28: BYRD ANTI-LOBBYING AMENDMENT Byrd Anti-Lobbying Amendment (31U.S.C. 1352) – Contractors that apply or bid for an award exceeding ,000 must file the required anti-lobbying certification. Each tier must certify to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier must also disclose any lobbying with non-Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the Customer. As applicable, Contractor agrees to file all certifications and disclosures required by, and otherwise comply with, the Byrd Anti-Lobbying Amendment (31 USC 1352).Contractor certifies that it is currently in compliance with all applicable provisions of the Byrd Anti-Lobbying Amendment (31 U.S.C. 1352) and will continue to be in compliance throughout the term of the Contract and further certifies that: 1. No Federal appropriated funds have been paid or will be paid by or on behalf of the Contractor, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of a Federal contract, the making of a Federal Grant, the making of a Federal Loan, the entering into a cooperative agreement, and the extension, continuation, renewal, amendment, or modification of a Federal contract, grant, loan, or cooperative agreement. 2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing, or attempting to influence, an officer or employee of a Member of Congress in connection with a Federal contract, grant, loan, or cooperative agreement, Contractor shall complete and submit Standard Form – LLL, “Disclosure Form to Report Lobbying”, in accordance with its instructions. 3. Contractor shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subcontractors shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certificate is a prerequisite for making or entering into this transaction imposed by Section 1352, title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than ,000 and not more than ,000 for each such failure.         82 Page 8 of 8 ARTICLE 29: COMPLIANCE WITH EPA REGULATIONS APPLICABLE TO GRANTS, SUBGRANTS, COOPERATIVE AGREEMENTS, AND CONTRACTS Contractor certifies compliance with all applicable standards, orders, regulations, and/or requirements issued pursuant to the Clean Air Act of 1970, as amended (42 U.S.C. 1857(h)), Section 508 of the Clean Water Act, as amended (13 U.S.C. 1368), Executive Order 117389 and Environmental Protection Agency Regulation, 40 CFR Part 15. ARTICLE 30: COMPLIANCE WITH ENERGY POLICY AND CONSERVATION ACT Contractor certifies that Contractor will be in compliance with mandatory standards and policies relating to energy efficiency which are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act (Pub. L. 94-163, 89 Stat. 871).         83 Page 1 of 1 Attachment A Routeware, Inc. Fleet Services Equipment Contract No. FL03-21 Applicable items are the catalogs listed in the table below, as well as any pricing documents included in the awardee’s bid response. Product Code Manufacturer Description Specific System / Solution Price FL21G04 Routeware "Basic" solution (route management solution for solid waste programs): per vehicle license, priced as a single vehicle; home office license; web based fleet management; cloud hosted; GPS; real-time; cellular (CDMA & GSM/GPRS); light duty vehicle applications; Xirgo XT-2050C GPS transponder- cellular modem (OBDII interface); home office software includes dashboards, reports, mapping, route playback, geofencing, breadcrumb trails; vehicle proximity to landmarks and addresses; Alerts & notifications include speeding, idling, engine on/off, mileage, time Standard “Basic” solution: $338 (inclusive of GPS unit with associated standard wiring, cabling, etc., applicable base software, as well as 12 months of support) FL21G05 Routeware "Premium" solution (route management solution for solid waste programs): per vehicle license, priced as a single vehicle; home office license; web based fleet management; operations efficiency; cloud hosted and onsite server options; inclusive of Basic solution features; GPS; real-time; cellular (CDMA & GSM/GPRS); light duty vehicle applications; Sierra Wireless GX400 GPS transponder-cellular modem (OBDIII interface); touch screen computer options; driver records pickups, skips, extras, timers, comments; turn-by-turn directions; route based or work order based; home office software includes: dashboards, route management, work order management, alerts, driver messaging interface, route details, customer service, mapping, reporting; mapping functionality includes: bread crumb trails, route playback, geofencing, proximity to landmarks and addresses; alerts and notifications include speeding, idling, engine on/off, mileage, time, behind schedule, off route, timers Standard “Premium” solution: $3,116 (inclusive of GPS/onboard computer unit with full install kit (standard cabling, wiring, etc.) as well as the base perpetual software license; requires Routeware Control Center licensing ($15k…$188/vehi cle after first 15)         84 Revised 6.1.18 AMENDMENT No. 1 to CONTRACT No. FL03-21 For Fleet Services Equipment Between HOUSTON-GALVESTON AREA COUNCIL And Routeware, Inc. THIS AMENDMENT modifies the above referenced Contract as follows: Clarifies Articles 26, 27, and 28 in Special Provisions of the above referenced Agreement (# 6308) should read as follows: ARTICLE 26: CONTRACT WORK HOURS AND SAFETY STANDARDS As per the Contract Work Hours and Safety Standards Act (40 U.S.C. 3701-3708), where applicable, all Customer Purchase Orders in excess of $100,000 that involve the employment of mechanics or laborers must include a provision for compliance with 40 U.S.C. 3702 and 3704, as supplemented by Department of Labor regulations (29 CFR Part 5). Under 40 U.S.C. 3702 of the Act, each contractor must be required to compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. 3704 are applicable to construction work and provide that no laborer or mechanic must be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. ARTICLE 27: PROFIT AS A SEPARATE ELEMENT OF PRICE For purchases using federal funds in excess of $150,000, a Customer may be required to negotiate profit as a separate element of the price. See, 2 CFR 200.323(b). Contractor agrees to provide information and negotiate with the Customer regarding profit as a separate element of the price for the purchase. Contractor also agrees that the total price, including profit, charged by Contractor to Customer will not exceed the awarded pricing, including any applicable discount, under any awarded contract. ARTICLE 28: BYRD ANTI-LOBBYING AMENDMENT Byrd Anti-Lobbying Amendment (31U.S.C. 1352) – Contractors that apply or bid for an award exceeding $100,000 must file the required anti-lobbying certification. Each tier must certify to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier must also disclose any lobbying with non- Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the Customer. As applicable, Contractor agrees to file all certifications and disclosures required by, and otherwise comply with, the Byrd Anti-Lobbying Amendment (31 USC 1352).Contractor certifies that it is currently in compliance with all applicable provisions of the Byrd Anti- Lobbying Amendment (31 U.S.C. 1352) and will continue to be in compliance throughout the term of the Contract and further certifies that: 1. No Federal appropriated funds have been paid or will be paid by or on behalf of the Contractor, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of a Federal contract, the making of a Federal Grant, the making of a Federal Loan, the entering into a cooperative Master Agreement, and the extension, continuation, renewal, amendment, or modification of a Federal contract, grant, loan, or cooperative DocuSign Envelope ID: C81E7CA4-C73C-415E-AAE1-357C05C6FD16 85 Revised 6.1.18 Master Agreement. 2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing, or attempting to influence, an officer or employee of a Member of Congress in connection with a Federal contract, grant, loan, or cooperative Master Agreement, Contractor shall complete and submit Standard Form – LLL, “Disclosure Form to Report Lobbying”, in accordance with its instructions. 3. Contractor shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative Master Agreements) and that all subcontractors shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certificate is a prerequisite for making or entering into this transaction imposed by Section 1352, title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. Unless otherwise noted, this amendment goes into effect on the date signed by H-GAC. All other terms and conditions of this Contract shall remain unchanged and in full force and effect. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their respective duly authorized representatives. Signed for Houston-Galveston Area Council, ____________________________________ Houston, Texas Chuck Wemple, Executive Director Date: _______________________________ Signed for: Routeware, Inc. ___________________________________ Printed Name & Title: ____________________________________ Date: _______________________________ DocuSign Envelope ID: C81E7CA4-C73C-415E-AAE1-357C05C6FD16 CEO 12/20/2021 Tom Malone 12/20/2021 86 Revised 6.1.18 AMENDMENT No. 2 to CONTRACT No. FL03-21 For Fleet Services Equipment Between HOUSTON-GALVESTON AREA COUNCIL And Routeware, Inc. THIS AMENDMENT modifies the above referenced Contract as follows: This contract is extended through February 28, 2024 Midnight CT. Unless otherwise noted, this amendment goes into effect on the date signed by H-GAC. All other terms and conditions of this Contract shall remain unchanged and in full force and effect. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their respective duly authorized representatives. Signed for Houston-Galveston Area Council, ____________________________________ Houston, Texas Chuck Wemple, Executive Director Date: _______________________________ Signed for: Routeware, Inc. ____________________________________ Printed Name & Title: ____________________________________ Date: _______________________________ DocuSign Envelope ID: 0917EFF1-B571-4CE9-9E08-CA2529BAECC7 ControllerLanae Bulkley 2/22/2023 2/22/2023 87 City of Boynton Beach Agenda Item Request Form 6.C Consent Agenda 12/19/2023 Meeting Date: 12/19/2023 Proposed Resolution No. R23-184- A Resolution of the City of Boynton Beach, Florida, approving and authorizing the City Manager to sign a developer's agreement with Isram Riverwalk, LLC for shared costs for the construction of force main improvements for Riverwalk Plaza located at 630 East Woolbright Road; and providing an effective date. Requested Action: Approve Proposed Resolution No. R23-184. Explanation of Request: Construction has been completed for the mixed-use development known as Riverwalk Plaza on approximately 10.02 acres at 630 East Woolbright Road. The project redeveloped an existing retail shopping center to include a new multi-family residential building and commercial space. Existing adjacent commercial buildings remained as part of the site and were not included in the scope of the project. In order for the City of Boynton Beach to provide adequate wastewater service to Riverwalk Plaza, Utilities constructed a new wastewater force main from the plaza west to SW 3rd Street as part of the Central Seacrest Corridor - Phase 2 project. The construction cost for the new force main was $929,697.56. Based on wastewater flow calculations agreed upon by the City and the Developer's engineer, twenty-five (25) percent of the force main capacity is utilized by the Riverwalk Plaza development, and Isram Riverwalk, LLC is responsible for reimbursing the City for their share of the construction costs. As part of the Developer's Agreement, Isram Riverwalk, LLC will reimburse the City in the amount of $232,424.39, which is twenty-five (25) percent of the total construction cost. How will this affect city programs or services? Construction of the wastewater force main was necessary for the City to provide wastewater service to Riverwalk Plaza. The new force main will provide a high level of wastewater service to Riverwalk Plaza and other residents and businesses in the Woolbright Road corridor. Fiscal Impact: There is no fiscal impact to the City for the execution of the Developer's Agreement. Isram Riverwalk, LLC will reimburse the City in the amount of $232,424.39 within sixty (60) days after the execution of the Developer's Agreement. Attachments: R23-184 Developers_Agreement_with_Riverwalk__Force_Main_Improvements__-_Reso__1_ 88 (1).pdf Riverwalk_Plaza_Developers_Agreement (SRW 12.7.23).docx Riverwalk Plaza Developers Agreement Exhibit A - Subject Property Site Aerial Plan.pdf Riverwalk Plaza Developers Agreement Exhibit B - Master Site Plan.pdf Riverwalk Plaza Developers Agreement Exhibit C - Final Construction Cost.pdf Riverwalk Plaza Developers Agreement Exhibit D - Final Application for Payment to Ric-Man International.pdf 89 C:\Users\StanzioneT\Downloads\Developers_Agreement_with_Riverwalk__Force_Main_Improvements__-_Reso__1_ (1).docx RESOLUTION NO. R23-183 1 2 A RESOLUTION OF THE CITY OF BOYNTON BEACH, FLORIDA, 3 APPROVING AND AUTHORIZING THE CITY MANAGER TO SIGN A 4 DEVELOPER'S AGREEMENT WITH ISRAM RIVERWALK, LLC FOR 5 SHARED COSTS FOR THE CONSTRUCTION OF FORCE MAIN 6 IMPROVEMENTS FOR RIVERWALK PLAZA LOCATED AT 630 EAST 7 WOOLBRIGHT ROAD; AND PROVIDING AN EFFECTIVE DATE. 8 9 WHEREAS, construction has been completed for the mixed-use development known 10 as Riverwalk Plaza on approximately 10.02 acres at 630 East Woolbright Road which 11 redeveloped an existing retail shopping center to include a new multi-family residential 12 building and commercial space; and 13 WHEREAS, in order for the City of Boynton Beach to provide adequate wastewater 14 service to Riverwalk Plaza, Utilities constructed a new wastewater force main from the plaza 15 west to SW 3rd Street as part of the Central Seacrest Corridor - Phase 2 project; and 16 WHEREAS, as part of the Developer's Agreement, Isram Riverwalk, LLC will reimburse 17 the City in the amount of $232,424.39, which is twenty-five (25) percent of the total 18 construction cost; and 19 WHEREAS, the City Commission has determined that it is in the best interests of the 20 residents of the City to approve and authorize the City Manager to sign a Developer's 21 Agreement with Isram Riverwalk, LLC for shared costs for the construction of force main 22 improvements for Riverwalk Plaza located at 630 East Woolbright Road. 23 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF 24 BOYNTON BEACH, FLORIDA, THAT: 25 Section 1. The foregoing "Whereas" clauses are hereby ratified and confirmed as 26 being true and correct and are hereby made a specific part of this Resolution upon adoption 27 hereof. 28 Section 2. The City Commission does hereby approve and authorize the City 29 Manager to sign a Developer's Agreement with Isram Riverwalk, LLC for shared costs for the 30 construction of force main improvements for Riverwalk Plaza located at 630 East Woolbright 31 Road, a copy of the Developer’s Agreement is attached hereto and incorporated herein by 32 90 C:\Users\StanzioneT\Downloads\Developers_Agreement_with_Riverwalk__Force_Main_Improvements__-_Reso__1_ (1).docx reference as Exhibit “A.” 33 Section 3. This Resolution shall become effective immediately upon passage. 34 PASSED AND ADOPTED this 19th day of December, 2023. 35 36 CITY OF BOYNTON BEACH, FLORIDA 37 YES NO 38 39 Mayor – Ty Penserga _____ _____ 40 41 Vice Mayor – Thomas Turkin _____ _____ 42 43 Commissioner – Angela Cruz _____ _____ 44 45 Commissioner – Woodrow L. Hay _____ _____ 46 47 Commissioner – Aimee Kelley _____ _____ 48 49 VOTE ______ 50 ATTEST: 51 52 53 _____________________________ ______________________________ 54 Maylee De Jesús, MPA, MMC Ty Penserga 55 City Clerk Mayor 56 57 APPROVED AS TO FORM: 58 (Corporate Seal) 59 60 _______________________________ 61 Shawna G. Lamb 62 City Attorney 63 64 91 1 Return to and prepared by: City of Boynton Beach 100 E. Ocean Avenue Boynton Beach, FL 33435 DEVELOPER'S AGREEMENT Riverwalk Plaza 630 E. Woolbright Road Boynton Beach, FL 33435 PCN: 08-43-45-33-63-001-0020 THIS DEVELOPER'S AGREEMENT (the "Agreement") is made as of December __, 2023, by and between the CITY OF BOYNTON BEACH, a Florida municipal corporation (the "City") whose address is 100 E. Ocean Avenue, Boynton Beach, Florida 33435 and ISRAM RIVERWALK, LLC, a Florida limited liability company ("Developer") whose address is 506 S. Dixie Highway, Hallandale, FL 33009. RECITALS: A.Developer is the owner of that certain real property containing +/- 10.02 acres in Boynton Beach, Florida, more particularly shown on Exhibit A (the "Subject Property"). B.Developer has redeveloped the Subject Property as a mixed-use development known as Riverwalk Plaza (the "Project") as depicted on that certain site plan prepared by Cube 3, LLC, and shown on Exhibit B. The Project redeveloped an existing retail shopping center to include a multi-family residential building, an existing Walgreens store, Wendy’s restaurant, and adjacent commercial buildings remained as part of the site. C.The City and Developer desire to set forth the following special terms and conditions with respect to the development of the Project and reimbursement for certain improvements as provided for herein. NOW, THEREFORE, for and in consideration of the above premises, the promises and provisions contained herein, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Developer and the City agree as follows: 1.Recitals. The above Recitals are true and correct and are incorporated herein as material provisions of this Agreement. 92 2 2.Authority. This Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act. 3.Obligations and Commitments. (a)Construction of Force Main Improvements. The City was responsible for the design, permitting and construction of the force main improvements for the Project, including, but not limited to, the ten (10) inch and twelve (12) inch force main piping installed on SW 13th Avenue, SE 1st Street, 124 E. Woolbright Rd., and SE 18th Avenue, as identified on the final as- built drawings (the “Force Main Improvements”). The City’s construction project is known as the Central Seacrest Corridor - Phase 2 Force Main. The Developer shall reimburse the City for a portion of the Force Main Improvements construction costs incurred by the City based on the percentage of the capacity utilized by the Project in the City’s wastewater force main system as set forth on Exhibit C. The total construction cost of the Force Main Improvements was $929,697.56 as shown in further detail on Exhibit C. Based on wastewater flow calculations agreed upon by the City and the Developer’s engineer, twenty-five (25) percent of the force main capacity will be utilized by the Project. Therefore, the cost share for the Developer is $232,424.39. (b)Reimbursement. On or before sixty (60) days after the Effective Date of this Agreement, the Developer shall make payment to the City in the amount of $232,424.39 for the construction of the Force Main Improvements. If payment is not timely made, Developer shall pay interest at the rate established pursuant to section 55.03, Florida Statutes, from the payment due date through the date of actual payment by Developer. 4.Time Period. This Agreement shall terminate on the date on which full reimbursement payment has been indefeasibly paid in full by Developer. Any provision of this Agreement that imposes a maintenance obligation for Developer and its successors after expiration of this Agreement shall survive the expiration of this Agreement. 5.Binding Effect and Successors. This Agreement shall run with the Subject Property and the rights and the obligations under this Agreement shall benefit, burden, and bind the successors, heirs and assigns of all parties to this Agreement. In the event of the assignment of this Agreement, or the conveyance or transfer of the Subject Property, or any part thereof, the Developer shall be and remain liable for performance of the obligations under this Agreement until such time as a written release is obtained from the City, in the City's sole discretion; provided, however, in the event all obligations under this Agreement have been completed, no such release shall be required. Excluding the City and any homeowner who is conveyed a lot within the Project after a certificate of occupancy is issued for a dwelling unit on such lot, Developer and all transferees, transferor, grantees, grantors, assignees and assignors relating to the Subject Property are jointly and severally liable for the Developer's obligations under this Agreement. The rights granted to Developer under this Agreement relate specifically to the Subject Property and are not permitted to be transferred to any other property. 93 3 6.Validity. If any portion of this Agreement is finally determined by a court of competent jurisdiction to be invalid, unconstitutional, unenforceable or void, the balance of the Agreement shall continue in full force and effect. 7.Notices. Any notices required or permitted under this Agreement, and copies thereof, shall be addressed to the City and the Developer at the addresses first appearing above, or at such other addresses designated in writing by the party to receive notice. Notices shall be either: (i) personally delivered (including delivery by Federal Express or other overnight courier service) to the addresses set forth above, in which case they shall be deemed delivered on the date of delivery; or (ii) sent by certified mail, return receipt requested, in which case they shall be deemed delivered on the date shown on the receipt unless delivery is refused or intentionally delayed by the addressee, in which event they shall be deemed delivered on the date of deposit in the U.S. Mail. 8.Attorney's Fees. In any lawsuit between the parties to this Agreement arising from this Agreement, each party shall bear their own respective attorneys' fees and costs. 9.Entire Agreement. This Agreement embodies the entire understanding of the parties with respect to the matters specifically enumerated herein, and all negotiations, representations, warranties and agreements made between the parties are merged herein. The making, execution and delivery of this Agreement by all parties have been induced by no representations, statements, warranties or agreements that are not expressed herein. There are no further or other agreements or understandings, written or oral, in effect between or among the parties related to the subject matter hereof. 10.Interpretation. None of the parties shall be considered the drafter of all or any portion of this Agreement for the purposes of interpreting all or any portion of this Agreement, it being recognized that all parties have contributed substantially and materially to the preparation of this Agreement. 11.Local Development Approvals and Permits. Notwithstanding anything herein to the contrary, all development of the Project shall be in compliance with all applicable federal, state, county and municipal laws and ordinances, rules and regulations (including, but not limited to, the City's land development regulations, zoning requirements and comprehensive plan). Unless expressly authorized or granted herein, nothing in this Agreement shall constitute or be deemed to constitute or require the City to issue any approval by the City of any rezoning, Comprehensive Plan amendment, variance, special exception, final site plan, preliminary subdivision plan, final subdivision plan, building permit, grading, stormwater drainage, engineering, or any other land use or development approval. Nor shall this Agreement be deemed to reduce, eliminate, derogate from or otherwise adversely affect any such approvals, permissions or rights. These and any other required City development approvals and permits shall be processed and issued by the City in accordance with procedures with respect to same as otherwise set forth in the City's Code of Ordinances and subject to any conditions of approval thereof. Nothing in this Agreement shall constitute or be deemed to constitute a limitation, restriction or any other type of waiver of Developer's right or ability to seek a rezoning, comprehensive plan amendment, variance, special 94 4 exception, site plan, preliminary subdivision plan, final subdivision plan, or any other land use or development approval. 12.Authority. Each party represents and warrants to the other parties that it has all necessary power and authority to enter into and consummate the terms and conditions of this Agreement, that all acts, approvals, procedures, and similar matters required in order to authorize this Agreement have been taken, obtained, or followed, as the case may be, and that, upon the execution of this Agreement by all parties, this Agreement shall be valid and binding upon the parties hereto and their successors in interest and assigns. 13.Effective Date. This Agreement shall become effective upon execution by all parties (the "Effective Date"). 14.Amendment. This Agreement may be amended, modified or cancelled by mutual consent of the parties hereto as represented by a written document executed by the City and the Developer. 15.Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. Exclusive venue in any action to construe or enforce the provisions of this Agreement shall be in the circuit court of and for Palm BeachCounty, Florida. 16.Recording. Within fourteen (14) days after the execution of this Agreement by the parties, the City shall record this Agreement with the cost thereof to be borne by the Developer. Upon payment in full in accordance with Section 3(b) above, the City shall cause a release or satisfaction of the monetary obligation to be recorded. 17.Non-Waiver of Sovereign Immunity. Nothing contained in this Agreement nor in any instruments executed pursuant to the terms of this Agreement shall be construed as a waiver or attempted waiver by the City of its sovereign immunity under the Constitution and laws of the State of Florida. 18.Informed Execution. This Agreement is entered into voluntarily by the Developer without duress and after full review, evaluation and consideration by the Developer. Developer is represented by counsel, or alternatively, has been afforded an opportunity to retain counsel for review of this Agreement. 19.Time is of the Essence. Time is hereby declared to be of the essence in the performance of the duties and obligations of the respective parties to this Agreement. 20.Captions. The captions or paragraph headings of this Agreement are provided for convenience only and shall not be deemed to explain, modify, amplify or aid in the interpretation, or meaning of this Agreement. 21.Independent Parties. City and Developer are not partners and this Agreement is not a joint venture and nothing in this Agreement shall be construed to authorize the Developer to represent or bind the City to matters not expressly authorized or provided in this Agreement. 95 5 [SIGNATURE PAGES FOLLOW] ATTEST: By: Name: Title: CITY: CITY OF BOYNTON BEACH By: Name: Title: APPROVED AS TO FORM AND LEGALITY For the uses and reliance of the City of Boynton Beach, Florida only By: Name: Title: Dated: 96 6 Print Name: Witness Print Name: Witness DEVELOPER: ISRAM RIVERWALK, LLC, a Florida limited liability company By: Its: STATE OF FLORIDA COUNTY OF ____________ The foregoing instrument was executed, sworn to and acknowledged before me by means of ☐physical presence or ☐online notarization, this ____________ ___, 2023, by ________________________ as _________________ of ISRAM RIVERWALK, LLC, a Florida limited liability company. She/he (check one) is personally known to me, or has produced a valid driver's license as identification. Notary Public, State and County Aforesaid Name: My Commission Expires: My Commission Number is: 97 7 EXHIBIT A Subject Property – Site Aerial Plan 98 8 EXHIBIT B Master Site Plan 99 9 EXHIBIT C Final Construction Cost of Force Main Improvements 100 10 EXHIBIT D Final Application for Payment to Ric-Man International Central Seacrest Corridor – Phase 2 Project 101 PROJECT NO. 19028_50 CUBE 3, LLC 111 SW 3rd Street, Fourth Floor Miami, Florida 33133 License No. L18000278579 Jonathan W. Cardello, AIA, NCARB FL. License No. AR93991 630 East Woolbright RoadBoynton Beach, FloridaZONING SUBMITTAL 10 MAY 2022 COPYRIGHT (C) 2022 CUBE 3, LLC, ALL RIGHTS RESERVED G-003INTRACOASTAL WATERWAYWOOLBRIGHT ROAD SITE FEDERAL HIGHWAYSite Aerial102 PROJECT NO. 19028_50 CUBE 3, LLC 111 SW 3rd Street, Fourth Floor Miami, Florida 33133 License No. L18000278579 Jonathan W. Cardello, AIA, NCARB FL. License No. AR93991 630 East Woolbright RoadBoynton Beach, FloridaZONING SUBMITTAL 10 MAY 2022 COPYRIGHT (C) 2022 CUBE 3, LLC, ALL RIGHTS RESERVED AS-101Master Plan Scale: 1” = 40’-0”DOCK SEPERATE PERMITFOR BOARDWALKEXTENTION SEPERATE PERMITFOR BOARDWALK EXTENTIONUP LIMITATION OF SCOPE RETAIL TENANT RETAIL TENANT RETAIL TENANT RETAIL TENANT RETAIL TENANT RETAIL TENANT LOADING DOCK GENERATOR MAINTENANCEPOOLEQUIPMENTTRASH A TRASHB RESIDENTIAL STORAGE T/D FP.SERVICE CORRIDORSERVICE CORRIDORPACKAGE LOBBY / AMENITIES LEASING CENTER DROP-OFF PEDESTRAIN PLAZA CORRIDORUNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNITUNITUNITUNITUNITUNITUNITUNIT TRASH PUMP ROOM MAIN ELEC. FITNESS PARKING ENTRY FOUNTAIN LOADING B.O.H. ENTRY POOL DECK ENTRY FIRE PUMP ROOM MAIN TEL/TV DOMESTIC WATERVALET FIRECOMMANDSTORAGE1 2 ' - 0 " S E T B A C K (APPROVED)I N T R A C O A S T A L W A T E R W A Y(A.K.A. "FLORIDA EAST COAST CANAL)PROPERTY BOUNDARYU. S. H I G H W A Y N O. 1 (S T A T E R O A D N O. 5)100'-0" R.O.W.W O O L B R I G H T ROAD 100'-0" R.O.W. NOTE: SEE SHEET AS101B FOR ZONING CHART CHARGING STATIONCHARGING STATION DUMPSTERS DUMPSTERS DUMPSTERS YELLOW HATCH AREA DENOTES PRIME CATCH ASSIGNED PARKING DUMPSTERSMOTORCYCLEMOTORCYCLEMOTORCYCLEMOTORCYCLEMOTORCYCLEMOTORCYCLEMOTORCYCLEMOTORCYCLE DUMPSTERS LIFT STATION GENERAL NOTES: ·· · · · CHARGE STATIONS BULK TRASH STAGING AREA JOSIE'S RISTORANTE PRIME CATCH (NOT IN SCOPE) EXISTING 1 STORY WENDY'S(NOT IN SCOPE) FLOOR EL = 6.42 1 STORY EXISTING BUILDING 1ST FEDERAL SAVINGS & LOAN BANK(NOT IN SCOPE) 1 STORY RETAIL (NOT IN SCOPE) 1 STORY COMMERCIAL BUILDING EXIST FLOOR=6.40 (NOT IN SCOPE)C O V E R E D D R I V E T H R UWALGREENS JOANN'S FABRICS PRIME CATCH PARKING (79 PARKING SPACES) BICYCLE RACKS UNDER COVER OF BUILDING LINE OF BUILDING ABOVE 103 ITEM NO.DESCRIPTION OF WORK QTY UNITS PRICE TOTAL VALUE 10- Force Main West Side - (Inside Seacrest Neighborhood) 10.01 FM MOBILIZATION (2)1 LS $20,000.00 $20,000.00 10.02 FM MOT (2)1 LS $28,000.00 $28,000.00 10.03 10" C-900 FM 2255 LF $52.00 $117,260.00 10.03.a 10" PVC Open Cut Restrained Joint 40 EA $110.00 $4,400.00 10.04 10" DIP FM 180 LF $84.00 $15,120.00 10.06 24" x 10" SS TS&V 1 EA $18,000.00 $18,000.00 10.07.a 10" GV 3 EA $2,300.00 $6,900.00 10.10.a ARV w/ MH 4 EA $9,800.00 $39,200.00 10.14 Limerock & Prime Restoration for FM (7 ft wide)1460 SY $24.00 $35,040.00 10.15 Pavement Restoration 1"1950 SY $8.30 $16,185.00 10.16 HDD Seacrest Blvd (12" HDPE)450 LF $140.00 $63,000.00 10.17 10" 45 deg elbow 7 EA $810.00 $5,670.00 10.18 12"x10" Reducer 2 EA $1,000.00 $2,000.00 10.20 10" 11.25 deg elbow 3 EA $650.00 $1,950.00 Subtotal Force Main Items - (Inside Seacrest Neighborhood)$372,725.00 14 - Forcemain East Side 14.02 FM East MOT (3)1 LS $23,000.00 $23,000.00 14.03a HDD Woolbright (12" HDPE)570 FT $130.00 $74,100.00 14.04a HDD FEC R/R (16" HDPE Casing and 12" HDPE)454 FT $320.00 $145,280.00 14.05a HDD US 1 (12" HDPE)258 FT $150.00 $38,700.00 14.08 Inspector (Rail Road)5.85 DAY $1,000.00 $5,850.00 14.11 Asphalt Removal 1136.67 SY $5.30 $6,024.35 14.17 Utility Crossings 1 EA $3,600.00 $3,600.00 14.19a Air Release Valves 5 EA $9,800.00 $49,000.00 14.20 Trench Limerock/ Asph Patch (8"+1")1700 SY $16.00 $27,200.00 MISC 14.25 Density testing 120 EA $25.00 $3,000.00 14.32 12"x10" Reducer 6 EA $1,000.00 $6,000.00 14.34 10" PVC Open Cut 1434 FT $52.00 $74,568.00 14.35 10" PVC Open Cut Restrained Joint 20 EA $110.00 $2,200.00 14.36 10" GV 6 EA $2,300.00 $13,800.00 14.37 10" 45 deg elbow 8 EA $810.00 $6,480.00 Subtotal Force Main East Side $478,802.35 $851,527.35 Subtotal Before 3% Overhead and 6% Fee $851,527.35 16.01 3% for Operating Cost, General Conditions and Overhead 1 LS $25,545.82 $25,545.82 16.02 6% Fee 1 LS $52,624.39 $52,624.39 TOTAL FORCE MAIN $929,697.56 City of Boynton Beach Share: 75%$697,273.17 Isram Riverwalk LLC Share: 25%$232,424.39 Subtotal Construction Costs (Phase 2) FM COMPLETED EXHIBIT C FINAL CONSTRUCTION COST OF FORCE MAIN BASED ON FINAL APPLICATION FOR PAYMENT TO RIC-MAN INTERNATIONAL FOR CENTRAL SEACREST CORRIDOR - PHASE 2 PROJECT 104 105 106 107 108 109 110 111 112 113 City of Boynton Beach Agenda Item Request Form 6.D Consent Agenda 12/19/2023 Meeting Date: 12/19/2023 Proposed Resolution No. R23-185- A Resolution of the City of Boynton Beach, Florida, approving and authorizing the Mayor to sign a Florida Department of Environmental Protection Drinking Water State Revolving Fund (DWSRF) Loan Agreement application (with 100% principal forgiveness) to develop the water treatment plant(s) planning and design project(s) intended to address drinking water compliance with proposed regulations related to emerging contaminants, in the amount of $5,167,179, execute all documents associated with the loan, accept the loan, and execute the loan agreement subject to approval by the City Attorney; providing for conflicts, severability, and providing an effective date. Requested Action: Approve Proposed Resolution No. R23-185. Explanation of Request: The City owns and operates two water treatment facilities. The East Water Treatment Plant is a 24 million gallon per day (mgd) conventional treatment plant that utilizes lime softening, multi-media gravity filtration, and Magnetic Ion Exchange (Miex®) processes for treating raw water from the surficial Biscayne Aquifer. The City’s water sampling program has identified the presence of emerging contaminants (such as PFAS (Perfluorinated alkylated substances) that are currently not regulated but are listed on the United States Environmental Protection Agency’s Fifth Unregulated Contaminant Monitoring Rule (USEPA’s UCMR5), in the raw water that supplies the water treatment plant. There are Federal grant funds available for projects that will provide compliance with the new regulations (“Emerging Contaminants” funding under the Bipartisan Infrastructure Law (BIL)). This program is administered by the Florida Department of Environmental Protection Drinking Water State Revolving Fund (FDEP DWSRF). They refer to the funds as “loans” because that is how their administrative system is set up, but all of the emerging contaminant BIL funds are 100% principal forgiveness, so they are effectively grants. The City has submitted an initial application (a “Request for Inclusion,” or RFI) to the FDEP DWSRF for funding for the planning and design of the project for $5,400,000. On November 8, 2023, the City’s project was priority listed at the quarterly DWSRF meeting for a loan (with 100% principal forgiveness) for $5,167,179. The balance of the requested amount, $232,821, was waitlisted. The waitlisted funds will likely be priority-listed at the next quarterly DWSRF meeting in August 2024. The City may also elect to request additional design funds at the 114 August 2024 meeting if needed. The next step in this funding process is to prepare and submit a completed loan agreement application with supporting documentation, including an approved “authorizing resolution” from the City Commission. This resolution authorizes the City’s designated representative to enter into the loan agreement on the City’s behalf. After the completed application package is submitted, the City will negotiate the agreement. It should then have approval for the first component of funding for the project's design phase, which is the Planning Document ($400,000). Once the Planning Document is finished, submitted to the FDEP DWSRF, and approved, the City will be eligible to receive the remaining currently approved funds for the project's final design ($4,767,179). How will this affect city programs or services? This will help the City address the emerging contaminants legislation, comply with the United States Environmental Protection Agency’s Fifth Unregulated Contaminant Monitoring Rule (USEPA’s UCMR5), and maintain a high level of service to our residents and businesses. The funding for a planning and design loan is intended to address the public health and welfare of the City’s drinking water customers by providing compliance with the proposed regulations related to emerging contaminants (such as PFAS (Perfluorinated alkylated substances)) for the long-term, in the most cost-effective manner possible to evaluate emerging contaminants. Fiscal Impact: Utilities Revenue Account for grants and loans 401-0000-381-01.05 The City will receive the eligible approved funds prior to beginning of each of the project phases. Attachments: R23-185 Resolution_approving_State_Revolving_Fund_for_DW_Treatment_Facilities.pdf COBB_DWSRF_Program_Loan_Application_12 8 23.pdf DEP-55-230-federal-funding-accountability-and-transparency-act-form_12 8 23.pdf R23-185 Resolution_approving_State_Revolving_Fund_for_DW_Treatment_Facilities.pdf 115 1 S:\CA\RESO\Resolution Approving State Revolving Fund For DW Treatment Facilities.Docx RESOLUTION NO. R23-185 1 2 A RESOLUTION OF THE CITY OF BOYNTON BEACH, FLORIDA, 3 APPROVING AND AUTHORIZING THE MAYOR TO SIGN A FLORIDA 4 DEPARTMENT OF ENVIRONMENTAL PROTECTION DRINKING WATER 5 STATE REVOLVING FUND (DWSRF) LOAN AGREEMENT APPLICATION 6 (WITH 100% PRINCIPAL FORGIVENESS) TO DEVELOP THE WATER 7 TREATMENT PLANT(S) PLANNING AND DESIGN PROJECT(S) 8 INTENDED TO ADDRESS DRINKING WATER COMPLIANCE WITH 9 PROPOSED REGULATIONS RELATED TO EMERGING CONTAMINANTS, 10 IN THE AMOUNT OF $5,167,179, EXECUTE ALL DOCUMENTS 11 ASSOCIATED WITH THE LOAN, ACCEPT THE LOAN, AND EXECUTE THE 12 LOAN AGREEMENT SUBJECT TO APPROVAL BY THE CITY ATTORNEY; 13 PROVIDING FOR CONFLICTS, SEVERABILITY, AND PROVIDING AN 14 EFFECTIVE DATE. 15 16 WHEREAS, Florida Statutes provide for loans to local government agencies to finance 17 the planning, design, and construction of drinking water treatment facilities; and 18 WHEREAS, Florida Administrative Code rules require authorization to apply for loans, 19 to establish pledged revenues, to designate an authorized representative; to provide 20 assurances of compliance with loan program requirements; and to enter into a loan agreement; 21 and 22 WHEREAS, the State Revolving Fund loan priority list designates Project No. DW05130 23 as eligible for available funding; and 24 WHEREAS, the City Commission of the City of Boynton Beach Florida deems it to be in 25 the best interest of the citizens and residents of the City to approve entering into a loan 26 agreement with the Department of Environmental Protection under the State Revolving Fund 27 for project financing. 28 NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF 29 BOYNTON BEACH, FLORIDA, THAT: 30 116 2 S:\CA\RESO\Resolution Approving State Revolving Fund For DW Treatment Facilities.Docx Section 1. The foregoing “Whereas” clauses are hereby ratified and confirmed as 31 being true and correct and are hereby made a specific part of this Resolution upon adoption. 32 Section 2. The City of Boynton Beach, Florida, is authorized to apply for a loan to 33 finance the Project. 34 Section 3. The Utilities Director is hereby designated as the authorized 35 representative to provide the assurances and commitments required by the loan application. 36 Section 4. The Mayor is hereby designated as the authorized representative to 37 execute the loan agreement, a copy of which is attached hereto and incorporated herein by 38 reference as Exhibit “A,” which will become a binding obligation in accordance with its terms 39 when signed by both parties. The Mayor is authorized to represent the City in carrying out the 40 City’s responsibilities under the loan agreement. The Mayor is authorized to delegate 41 responsibility to appropriate City staff to carry out technical, financial, and administrative 42 activities associated with the loan agreement. 43 Section 5. The legal authority for borrowing moneys to construct this Project is 44 Section 166.111, Florida Statutes. 45 Section 6. All resolutions or part of Resolutions in conflict with any of the provisions 46 of this Resolution are hereby repealed. 47 Section 7. If any section or portion of a section of this Resolution proves to be invalid, 48 unlawful, or unconstitutional, it shall not be held to invalidate or impair the validity, force, or 49 effect of any other section or part of this Resolution. 50 Section 8. That this Resolution shall become effective immediately. 51 52 117 3 S:\CA\RESO\Resolution Approving State Revolving Fund For DW Treatment Facilities.Docx PASSED AND ADOPTED this 19th day of December, 2023. 53 CITY OF BOYNTON BEACH, FLORIDA 54 55 YES NO 56 57 Mayor – Ty Penserga _____ _____ 58 59 Vice Mayor – Thomas Turkin _____ _____ 60 61 Commissioner – Angela Cruz _____ _____ 62 63 Commissioner – Woodrow L. Hay _____ _____ 64 65 Commissioner – Aimee Kelley _____ _____ 66 67 VOTE ______ 68 69 70 71 ATTEST: 72 73 _____________________________ ______________________________ 74 Maylee De Jesús, MPA, MMC Ty Penserga 75 City Clerk Mayor 76 77 APPROVED AS TO FORM: 78 (Corporate Seal) 79 _______________________________ 80 Shawna G. Lamb 81 City Attorney 82 118 Form Application DW-1 Incorporated in 62-552.430(1)(a), F.A.C. Effective Date March 9, 2022 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION STATE REVOLVING LOAN PROGRAM FOR DRINKING WATER FACILITIES LOAN APPLICATION Florida Department of Environmental Protection State Revolving Fund Program Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard Tallahassee, FL 32399-3000 119 Form Application DW-1 Incorporated in 62-552.430(1)(a), F.A.C. Effective Date March 9, 2022 TABLE OF CONTENTS Page Number LOAN APPLICATION (1)SUBMITTAL.......................................................................................................................................... 1 (2)COMPLETING THE APPLICATION ................................................................................................... 1 (3)ASSISTANCE ........................................................................................................................................ 1 PART I - ADMINISTRATIVE INFORMATION (1)PROJECT SPONSOR ............................................................................................................................. 1 (2)AUTHORIZED REPRESENTATIVE.................................................................................................... 1 (3)PRIMARY CONTACT .......................................................................................................................... 1 (4)ADDITIONAL CONTACTS .................................................................................................................. 1 (5)PROJECT NUMBER.............................................................................................................................. 1 (6)INTERIM FINANCING ......................................................................................................................... 1 PART II - PROJECT INFORMATION A. PRECONSTRUCTION PROJECT (1)ACTIVITIES .......................................................................................................................................... 2 (2)SCHEDULE............................................................................................................................................ 2 (3)COST ...................................................................................................................................................... 2 B. CONSTRUCTION PROJECT (1)ACTIVITIES .......................................................................................................................................... 2 (2)SCHEDULE............................................................................................................................................ 3 (3)COST ...................................................................................................................................................... 3 PART III - FINANCIAL INFORMATION (1)PRINCIPAL ........................................................................................................................................... 3 (2)TERMS AND REPAYMENT ................................................................................................................ 3 (3)ANNUAL FUNDING LIMIT ................................................................................................................. 3 (4)INFORMATION ON LIENS ................................................................................................................. 3 (5)ACTUAL AND PROJECTED REVENUES .......................................................................................... 4 (6)AVAILABILITY OF PLEDGED REVENUES ..................................................................................... 4 (7)LOAN SERVICE FEE ............................................................................................................................ 4 PART IV - AUTHORIZATION AND ASSURANCES (1)AUTHORIZATION ................................................................................................................................ 4 (2)ASSURANCES ...................................................................................................................................... 4 PART V - SUPPLEMENTARY INFORMATION SCHEDULE OF PRIOR AND PARITY LIENS ............................................................................................ 7 SCHEDULE OF ACTUAL REVENUES AND DEBT COVERAGE ............................................................ 8 SCHEDULE OF PROJECTED REVENUES AND DEBT COVERAGE ...................................................... 9 LIST OF ATTACHMENTS ............................................................................................................................ 10 120 Form Application DW-1 Incorporated in 62-552.430(1)(a), F.A.C. Page 1 of 9 Effective Date March 9, 2022 LOAN APPLICATION (1)SUBMITTAL. Submit the application and attachments to the Department of Environmental Protection, MS 3505, State Revolving Fund Program, Marjorie Stoneman Douglas Building, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000. The application (and supporting documentation) may be submitted electronically to the Department’s Project Manager. (2)COMPLETING THE APPLICATION. (a)This application consists of five parts: (I) ADMINISTRATIVE INFORMATION; (II) PROJECT INFORMATION; (III) FINANCIAL INFORMATION; (IV) AUTHORIZATION AND ASSURANCES; and (V) SUPPLEMENTARY INFORMATION. (b)All information provided on this application must be printed. Monetary amounts may be rounded. (c)Forms and attachments to be submitted are denoted with italic print. (3)ASSISTANCE. Completing this application may require information that can be obtained from the Drinking Water State Revolving Fund Program staff. Please email SRF_Reporting@dep.state.fl.us for assistance in completing this application. PART I - ADMINISTRATIVE INFORMATION (1)PROJECT SPONSOR Federal Employer Identification Number DUNS Number (2)AUTHORIZED REPRESENTATIVE (person authorized to sign or attest loan documents). Name Title Telephone Email Mailing Address (3)PRIMARY CONTACT (person to answer questions regarding this application). Name Title Telephone Email Employer Mailing Address (4)ADDITIONAL CONTACTS. If more than one additional person is to receive copies of Department correspondence, attach the information (Attachment # ). Name Title Telephone Email Employer Mailing Address (5)PROJECT NUMBER (listed on the Department's priority list). (6)INTERIM FINANCING. A local government project sponsor that has interim financing may be subject to certain conditions regarding such financing. Is the project currently being funded with interim financing? Yes No 121 Form Application DW-1 Incorporated in 62-552.430(1)(a), F.A.C. Page 2 of 9 Effective Date March 9, 2022 PART II – PROJECT INFORMATION If you are applying for a planning or design loan for a project that will involve construction, complete only Subpart A below. If you are applying for a loan to construct a project that is already planned and designed, complete only Subpart B below. A. PLANNING OR DESIGN PROJECT Information should be provided for each separate facility to be planned and designed as appropriate. For design/build projects (not eligible for design loans) or those where multiple facilities, segments, or phases are involved, please attach information for activities, schedule, and cost for each. (Attachment # ) (1)ACTIVITIES. Attach a brief description of the scope of planning and design activities to be financed by this loan. Include a list of any engineering services to be performed. (Attachment # ) Are these activities the same as those scheduled on the Request for Inclusion Form? Yes No. If “No”, please explain. (Attachment # ) (2)SCHEDULE. (a)Provide proposed completion dates for the items. (Please call Department staff to discuss time frames needed to complete required tasks.) Planning documentation Engineering design Certification of site availability Permitting (b)Do you anticipate that an interlocal agreement with another party will be necessary to implement the project? If “Yes”, please explain. (Attachment # ) Yes No (c)Is this a design/build project?Yes No (3)COST. Is the cost information submitted for the planning or design loan priority list current? If “No”, please explain and submit revised cost information using the appropriate page of the Request for Inclusion Form. (Attachment # ) Note that the disbursable amount will be limited to the priority list amount. Yes No PLANNING OR DESIGN APPLICANTS PROCEED TO PART III. B.CONSTRUCTION PROJECT (1)ACTIVITIES. (a)Attach a brief description of construction activities to be financed by this loan. Include a list of the contracts (by title) corresponding to the plans and specifications accepted by the Department (Attachment # ). Are these contracts the same as those scheduled on the Request for Inclusion Form? Yes No If “No”, please explain. (Attachment # ) (b)Have any of the contracts been bid?Yes No If “Yes”, indicate which contracts have been bid. (Attachment #) (c)Was planning or design for this project financed in another SRF loan?Yes No If “Yes”, give the SRF loan number. (d)Does this project involve an interlocal agreement with other local governments or other entities?Yes No If “Yes”, attach a copy of the interlocal agreement. (Attachment # ) Is the interlocal agreement fully executed and enforceable?Yes No X 06/30/2024 12/30/25 122 Form Application DW-1 Incorporated in 62-552.430(1)(a), F.A.C. Page 3 of 9 Effective Date March 9, 2022 If “No”, please explain (Attachment # ). (2)SCHEDULE.(month and year) (a)Anticipated notice to proceed for first construction contract. (b)Anticipated completion of all construction contracts. (3)COST. Is the cost information submitted for the priority list current? Yes No If “No”, please explain and submit revised cost information using the appropriate page of the Request for Inclusion Form. (Attachment # ) Note that the disbursable amount will be limited to the priority list amount. PART III - FINANCIAL INFORMATION Estimates of the capitalized interest, interest rate, pledged revenue coverage, limitations on annual loan amounts for large projects, applicability and amount of repayment reserves, amount of the loan service fee and any other information may be obtained by contacting staff in the State Revolving Fund Management Section. (1)PRINCIPAL. The requested amount of the loan which does not include capitalized interest is $ Note that the disbursable amount will be limited to the priority list amount and must be consistent with the project information provided under PART II of this application. Also note that the capitalized interest is an inexact estimate, and it is subject to adjustment by the Department to reflect actual disbursement timing. The principal amount of the loan does not include the loan service fee. (2)TERMS AND REPAYMENT. NA - 100% Principal Forgiveness (PF) (a)Loans for planning and design shall be amortized over 10 years. Construction loans to local government project sponsors are amortized over the lesser of useful life of the project or 20 years unless the project is to serve a small community qualifying as financially disadvantaged. Construction loans to financially disadvantaged small communities may be amortized over the lesser of useful life of the project or 30 years. Construction loans to non- governmental project sponsors are amortized over the lesser of the useful life of the project or 20 years. Interest charges and principal are paid semiannually. What is the useful life of the project? (years) Over how many years would you like to amortize the loan? (years) (b)List all revenues that are to be pledged for repayment of this loan. ______________________________________ (c)Pledged revenue receipts or collections by the project sponsor must exceed the amount of the repayments due to the Department unless there are other collateral provisions. The excess revenue, or coverage, generally is 15% of each repayment. What coverage is proposed for the loan? % (coverage percentage) (d)Is any other financial assistance being applied to this project?Yes No If “Yes”, please list. (Attachment # ) (3)ANNUAL FUNDING LIMIT. Large project funding (generally, loans in excess of $10 million) may be provided in increments pursuant to the initial loan agreement and subsequent amendments. NA - 100% Principal Forgiveness (PF) (4)INFORMATION ON LIENS. NA - 100% Principal Forgiveness (PF) (a)Describe, if applicable, all debt obligations having a prior or parity lien on the revenues pledged to repay this loan. (Attachment # ) For example: City Name, Florida, Water and Sewer System Revenue Bonds, Series 1996, issued in the amount of $10,000,000, pursuant to Ordinance No. 93-104, as amended and supplemented by Ordinance No. 96- 156. (b)Using the Part V, Schedule of Prior and Parity Liens, provide debt service information, if applicable, on each prior and parity obligation. 123 Form Application DW-1 Incorporated in 62-552.430(1)(a), F.A.C. Page 4 of 9 Effective Date March 9, 2022 (c)For the listed obligations, provide a copy of the ordinance(s), resolution(s), official statement(s), or pages thereof, setting forth the definitions, use of proceeds, debt service schedule, pledged revenues, rate covenants, provisions for issuing additional debt, provisions for bond insurance, and debt rating. (Attachment # ). (d)Describe any other notes and loans payable from the revenues pledged to repay this loan. (Attachment #). (5)ACTUAL AND PROJECTED REVENUES. (a)Complete the Part V, Schedule of Actual Revenues and Debt Coverage for the past two fiscal years. (b)Complete the Part V, Schedule of Projected Revenues and Debt Coverage, demonstrating the availability of pledged revenues for loan repayment. (6)AVAILABILITY OF PLEDGED REVENUES. All sources must be supported by a written legal opinion. (Attachment # ) The opinion must address the following: (a)Availability of the revenues to repay the loan. (b)Right to increase rates at which revenues shall be collected to repay the loan. (c)Subordination of the pledge if pledged revenues are subject to a prior or parity lien. (7)LOAN SERVICE FEE. A loan service fee is assessed on each loan. The fee is not part of the loan. The fee along with interest thereon will be deducted from the first available repayments after the final amendment to the loan agreement. PART IV – AUTHORIZATION AND ASSURANCES (1)AUTHORIZATION. Provide an authorizing resolution of the Applicant's governing body or other evidence of authorization (Attachment # ) for the following: (a)Pledging revenues to repay the loan. (b)Designation of the Authorized Representative(s) to file this application, provide assurances, execute the loan agreement, and represent the Applicant in carrying out responsibilities (including that of requesting loan disbursements) under the loan agreement. (2)ASSURANCES. The Applicant agrees to comply with the laws, rules, regulations, policies and conditions relating to the loan for this project. Applicants should seek further information from the Drinking Water State Revolving Fund Program staff as to the applicability of the requirements if the necessity for the assurances is of concern. Specifically, the Applicant certifies that it has complied, as appropriate, and will comply with the following requirements, as appropriate, in undertaking the Project: (a)Assurances for capitalization grant projects. 1.Complete all facilities for which funding has been provided. 2.The Applicant is advised, pursuant to 40 CFR 35 Section 35.3575, that a number of Federal law, executive orders, and government-wide policies can apply to your project or activity that is receiving Federal financial assistance. The Applicant agrees to read those provisions regarding the application of Federal cross-cutting authorities (cross-cutters) to determine their applicability to your specific project or activity. (b)Assurances for other projects. Please note that Florida Statutes are available at http://www.leg.state.fl.us. They are also available at the following physical address: Florida Department of State Division of Library and Information Services R.A. Gray Building 500 South Bronough Street Tallahassee, Florida 32399-0250. 1.Chapter 161, Part I, F.S., "Beach and Shore Preservation Act" and Part III, “Coastal Zone Protection Act of 1985” which regulate coastal zone construction and all activities likely to affect the condition of the beaches or shore. 2.Chapter 163, Part II, F.S., the “Local Government Comprehensive Planning and Land Development Regulation Act” which requires units of local government to establish and implement comprehensive planning programs to control future development. 3.Chapter 186, F.S., State and Regional Planning, which requires conformance of projects with Regional Plans and the State Comprehensive Plan. 4.Chapter 253, F.S., "Emergency Archaeological Property Acquisition Act of 1988" which requires protection of archaeological properties of major statewide significance discovered during construction activities. NA- Loan has 100% PF NA- Loan has 100% PF 124 Form Application DW-1 Incorporated in 62-552.430(1)(a), F.A.C. Page 5 of 9 Effective Date March 9, 2022 5.Chapter 258, Part III, F.S., which requires protection of components or potential components of the national wild and scenic rivers system. 6.Chapter 267, F.S., the “Florida Historical Resources Act” which requires identification, protection, and preservation of historic properties, archaeological and anthropological sites. 7.Chapter 287, Part I, F.S., which prohibits parties convicted of public entity crimes or discrimination from participating in State-assisted projects and which requires consideration of the utilization of Minority Business Enterprises in State- assisted projects. 8.Chapter 372, F.S., the Florida Endangered and Threatened Species Act which prohibits the killing or wounding of an endangered, threatened, or special concern species or intentionally destroying their eggs or nest. 9.Chapter 373, Part IV, F.S., Florida Water Resources Act of 1972, which requires that activities on surface waters or wetlands avoid adversely affecting: public health, safety, welfare, or property; conservation of fish and wildlife, including endangered or threatened species or their habitats; navigation or the flow of water; the fishing or recreational values or marine productivity; and significant historical and archaeological resources. 10.Chapter 380, Part I, F.S., Florida Environmental Land and Water Management Act of 1972 as it pertains to regulation of developments and implementation of land and water management policies. 11.Chapter 381, F.S., Public Health, as it pertains to regulation of onsite wastewater systems. 12.Chapter 403, Part I, F.S., Florida Air and Water Pollution Control which requires protection of all waters of the state. 13.Chapter 582, F.S., Soil and Water Conservation Act which requires conformance with Water Management District’s regulations governing the use of land and water resources. 14.Governor’s Executive Order 95-359, which requires State Clearinghouse review of project planning documentation and intergovernmental coordination. (c)Assurances for all projects. The loan recipient certifies that it is not listed on the governmentwide exclusions in the System for Award Management (SAM), in accordance with the OMB guidelines at 2 CFR 180 that implement Executive Orders 12549 (3 CFR part 1986 Comp., p. 189) and 12689 (3 CFR part 1989 Comp., p. 235), “Debarment and Suspension.” I, the undersigned Authorized Representative of the Applicant, hereby certify that all information contained herein and in the attached is true, correct, and complete to the best of my knowledge and belief. I further certify that I have been duly authorized to file the application and to provide these assurances. Signed this Day of , 20 Authorized Representative (signature) (name typed or printed) Attachments 125 Form Application DW-1 Incorporated in 62-552.430(1)(a), F.A.C. Page 6 of 9 Effective Date March 9, 2022 PART V – SUPPLEMENTARY INFORMATION SCHEDULE OF PRIOR AND PARITY LIENS (EXCLUDING SRF LOANS) List annual debt service beginning two years before the anticipated loan agreement date and continue at least three additional fiscal years. Use additional pages as necessary. #1 #2 #3 Identify Each Obligation Coverage % % % Insured? Yes No Yes No Yes No Total Debt Fiscal Annual Debt Service (Principal Plus Interest) Total Service Incl. Year #1 #2 #3 Debt Service Coverage 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ 20 $ $ $ $ $ (NOT APPLICABLE) 126 Form Application DW-1 Incorporated in 62-552.430(1)(a), F.A.C. Page 7 of 9 Effective Date March 9, 2022 PART V – SUPPLEMENTARY INFORMATION SCHEDULE OF ACTUAL REVENUES AND DEBT COVERAGE (Provide information for the two fiscal years preceding the anticipated date of the SRF loan agreement.) Year 20 Year 20 (a)Operating Revenues (Source) (b)Interest Income (c)Other Income or Revenue (Identify) (d)Total Revenues (e)Operating Expenses (excluding interest on debt, depreciation, and other non-cash items) (f)Net Revenues [(f) = (d) – (e)] (g)Debt Service (including any required coverage) (h)Attach audited annual financial report(s), or pages thereof, or other documentation necessary to support the above information. Include any notes or comments from the audit reports regarding compliance with covenants of debt obligations having a prior or parity lien on the revenues pledged for repayment of the SRF Loan. (Attachment # ) (i)Attach worksheets reconciling this page with the appropriate financial statements (for example, backing out depreciation and interest payments from operating expenses). (Attachment #) (j)If the net revenues were not sufficient to satisfy the debt service and coverage requirement, please explain what corrective action was taken. (Attachment # ) (NOT APPLICABLE) 127 Form Application DW-1 Incorporated in 62-552.430(1)(a), F.A.C. Page 8 of 9 Effective Date March 9, 2022 PART V – SUPPLEMENTARY INFORMATION SCHEDULE OF PROJECTED REVENUES AND DEBT COVERAGE Begin with the fiscal year preceding first anticipated semiannual loan payment and continue for at least three additional years. Attach a separate page for previous State Revolving Fund loans. Year 20 Year 20 Year 20 Year 20 Year 20 (a)Operating Revenue (b)Interest Income (c)Other Income or Revenue (identify) (d)Total Revenues (e)Operating Expenses (excluding interest on debt, depreciation, and other non-cash items) (f)Net Revenues (f = d - e) (g)Revenue (including coverage) pledged to debt service, excluding SRF loans (h)Revenue (including coverage) pledged to outstanding SRF loans (i)Revenue Available for this SRF Loan [(i) = (f) – (g) – (h)] (j)Identify the source of the above information and explain methods used to develop the projections (Attachment # ). Include an explanation of any revenue and expense growth or other adjustments; for example, any rate increases, service growth, inflation adjustments, expense adjustments reflecting the cost of operating additional facilities, or other considerations. (k)For construction loans, are the above projections consistent with the accepted financial feasibility information in the planning documents?Yes No If “No”, please explain. (Attachment # ) (NOT APPLICABLE) 128 Form Application DW-1 Incorporated in 62-552.430(1)(a), F.A.C. Page 9 of 9 Effective Date March 9, 2022 PART V – SUPPLEMENTARY INFORMATION LIST OF ATTACHMENTS LIST OF ATTACHMENTS. This application requires the submittal of Attachments to provide supplemental information. The application is not complete without the completed List of Attachments. Please list all attachments that you are including with this application form. Attachment Number 129 Attachment #1 Additional Contacts 1.Name: Angela Prymas, P.E. Title: Engineer IV Telephone: 561-742-6421 Email: prymasa@bbfl.us Employer: City of Boynton Beach Mailing Address: 124 E. Woolbright Rd, Boynton Beach, FL 33435 2.Name: Audra McCafferty, P.E. Title: President Telephone: 954-797-7100 Email: am@mccaffertybrinson.com Employer: McCafferty Brinson Consulting Mailing Address: 633 South Andrews Avenue, Suite 402, Fort Lauderdale, FL 33301 Name: Bryan Heller, MPA. Title: Division Director, Water Quality & Treatment Telephone: 561-742-6420 Email: HellerB@bbfl.us Employer: City of Boynton Beach Mailing Address: 124 E. Woolbright Rd, Boynton Beach, FL 33435 130 Attachment #2 Brief Project Description Project Sponsor: City of Boynton Beach Project Name: City of Boynton Beach State Revolving Fund (SRF) Project Funding Assistance for Emerging Contaminant Planning/Design Phase Loan Agreement Project Number: Application DW50130 The City of Boynton Beach (City) owns and operates two water treatment facilities: the East Water Treatment Plant (WTP) (PWS ID No. 4500145-01(E)), which is a 24 million gallon per day (mgd) capacity conventional treatment plant that utilizes lime softening, multi-media gravity filtration, and Magnetic Ion Exchange (Miex®) processes, and the West WTP (PWS ID No. 4500145-02(W)), which is a 10 mgd capacity nanofiltration (NF) plant. Both WTPs utilize raw water from the surficial Biscayne Aquifer. The City’s water sampling program has identified the presence of emerging contaminants that are currently not regulated but are listed on the United States Environmental Protection Agency’s Fifth Unregulated Contaminant Monitoring Rule (USEPA’s UCMR5), in the raw water that supplies the water treatment plant. The City submitted a Request for Inclusion (RFI) to the Drinking Water State Revolving Fund (DWSRF) that was priority listed at the November 8, 2023, priority listing meeting. The RFI was submitted to secure funding for a planning and design loan for a program that is intended to address public health and welfare of the City’s drinking water customers by providing compliance with the proposed regulations related to emerging contaminants for the long term, in the most cost-effective manner possible to evaluate emerging contaminants. The City intends to evaluate alternatives for upgrades to the water treatment process(es) that may be necessary to cost-effectively comply with proposed regulations regarding emerging contaminants when those regulations become effective. The proposed program consists of: 1. Preparation of a study to evaluate the ability of the existing treatment processes to meet the subject regulations. Based on data available to date, it appears that the existing East WTP treatment process will require upgrades to meet the proposed maximum contaminant levels (MCLs) for PFAS constituents. This study will evaluate the following alternatives for the subject upgrades: a. Upgrading the existing process with granular activated carbon (GAC) as necessary to comply with the subject regulations. b. Upgrading the existing process with anion exchange (e.g., expanding the existing Miex® anion exchange process if it is found to remove PFAS constituents, or adding a new PFAS-specific anion exchange treatment step to the existing process), as necessary to comply with the subject regulations. c. Decommissioning the existing conventional treatment process and replacing it with an equal- capacity membrane process (nanofiltration, NF, or reverse osmosis, RO) to replace the lost conventional treatment capacity, as necessary to meet demands. d. The alternative analysis will also consider a variation of the membrane alternative under “c” above as follows: because the West WTP NF process currently has a Class I concentrate disposal well, it may be more cost-effective to construct the additional (PFAS-compliant) membrane treatment capacity at the West WTP (to utilize the existing well), rather than at the East WTP, to replace the (non-PFAS-compliant) conventional treatment capacity at the East WTP. 2. Design of the improvements identified in the above alternative analysis study. 131 In summary, upon completion of the alternative evaluation described herein (i.e., preparation of a Facilities Plan with an Environmental Assessment Report in accordance with 62-503.700, F.A.C. and 62-503.751, F.A.C.) the City intends to proceed with the design phase to prepare for implementing the recommended treatment alternative. 132 FFloridaa Departmentt off Environmentall Protection FFederall Fundingg Accountabilityy andd Transparencyy Actt Formm –– Subawardd too aa Recipientt DEP 55-230 Rev. 0ϴ-Ϯϯ-202Ϯ Page 1 of 4 Submit completed form to:Contracts_Adm@FloridaDEP.gov Purpose:The Federal Funding Accountability and Transparency Act (FFATA) was signed on September 26, 2006. The intent of this legislation is to empower every American with the ability to hold the government accountable for each spending decision. The FFATA legislation requires information on federal awards (federal assistance and expenditures) be made available to the public via a single, searchable website, which is http://www.usaspending.gov/. The FFATA Subaward Reporting System (FSRS) is the reporting tool the Florida Department of Environmental Protection (“DEP”) must use to capture and report subaward and executive compensation data regarding first-tier subawards that obligate $30,000 or more in Federal funds (excluding Recovery funds as defined in section 1512(a)(2) of the American Recovery and Reinvestment Act of 2009, Pub. L. 111-5). [Note: This reporting requirement is not applicable for the procurement of property and services obtained by the DEP through a Vendor relationship. Refer to 2 CFR Ch. 1 Part 170 Appendix A, Section I.c.3 for the definition of “subaward”.] Organization and Project Information: As of October 1, 2015, the following information must be provided to the DEP prior to the DEP’s issuance of a subaward (Agreement) that obligates $30,000 or more in federal funds as described above. Please provide the following information and return the signed form to DEP as requested. If you have any questions, please contact the DEP’s Bureau of General Services, Contracts Team at Contracts_Adm@FloridaDEP.gov or at telephone number 850/245-2361 for assistance. h/: (h/must be ƚǁĞůǀĞ (ϭϮ) ĐŚĂƌĂĐƚĞƌƐ not including dashes)* Federal Award ID Number (FAIN#): Catalog of Federal Domestic Assistance (CFDA)#: DEP Assigned Grant Agreement#: Dollar Amount of Grant Disbursement: Address Line 1: Address Line 2: Address Line 3: City:State: Zip+4: CEJAKVEG8D68 DW50130 $ 5,167,179.00 * If your company or organization does not have a h/ number, you will need to ƌĞĨĞƌƚŽƚŚĞ^Ăŵ͘ŐŽǀǁĞďƐŝƚĞĂƚŚƚƚƉƐ͗ͬͬƐĂŵ͘ŐŽǀͬĐŽŶƚĞŶƚͬ ŚŽŵĞƚŽƌĞŐŝƐƚĞƌ LJŽƵƌ ĞŶƚŝƚLJƚŽƌĞƋƵĞƐƚĂhŶŝƋƵĞŶƚŝƚLJ/͘ Business Name: City of Boynton Beach DBA Name (If applicable): Principal Place of Business Address: 100 E Ocean Ave Boynton Beach FL 33435-4515 133 FFloridaa Departmentt off Environmentall Protection FFederall Fundingg Accountabilityy andd Transparencyy Actt Formm –– Subawardd too aa Recipientt DEP 55-230 Rev.ϬϴͲϮϯͲϮϬϮϮ Page 2 of 4 Description of Project (up to 4000 characters): The City of Boynton Beach (City) owns and operates two water treatment facilities: the East Water Treatment Plant (WTP) (PWS ID No. 4500145-01(E)), a 24 million gallon per day (mgd) capacity conventional treatment plant that utilizes lime softening, multi-media gravity filtration, and Magnetic Ion Exchange (Miex®) processes, and the West WTP (PWS ID No. 4500145-02(W)), a 10 mgd capacity nanofiltration (NF) plant. Both WTPs utilize raw water from the surficial Biscayne Aquifer. The City’s water treatment facilities serve a population of 112,000. The City is considered a financially disadvantaged community because it has a median household income (MHI) of $60,980, which is less than the State of Florida’s MHI ($61,777). The City’s water sampling program has identified the presence of emerging contaminants (PFAS), that are listed on the United States Environmental Protection Agency’s Fifth Unregulated Contaminant Monitoring Rule (USEPA’s UCMR5), in the raw water that supplies the East WTP. Under recent USEPA action, proposed maximum contaminant levels (MCLs) have been established for certain PFAS constituents (PFOS and PFOA), together with a compliance deadline of December 2026. Based on data from other NF facilities in South Florida, it is expected that the West WTP NF process is capable of meeting the proposed PFAS regulations, while upgrades may be necessary for the East WTP to comply with the proposed PFAS regulations. The City is preparing to evaluate alternatives for improvements to the East WTP to comply with proposed PFAS regulations, evaluating the existing treatment processes as well as other treatment technologies that may be incorporated into the process that may cost-effectively maintain compliance with the subject regulations. This application is for funding of the planning and design phase of a program that is intended to address the public health and welfare of the City’s drinking water customers by providing compliance with the proposed PFAS regulations for the long term, in the most cost-effective manner possible. The proposed program consists of: 1. Preparation of a study to evaluate the ability of the existing treatment processes to meet the subject regulations. Based on data available to date, it appears that the existing East WTP treatment process will require upgrades to meet the proposed maximum contaminant levels (MCLs) for PFAS constituents. This study will evaluate the following alternatives: a. Upgrading the existing process with granular activated carbon (GAC) as necessary to comply with the subject regulations. b. Upgrading the existing process with anion exchange (e.g., expanding the existing Miex® process if it is found to remove PFAS constituents, or adding a new PFAS-specific anion exchange treatment step to the existing process), as necessary to comply with the subject regulations. c. Decommissioning the existing conventional treatment process and replacing it with an equal capacity membrane process (nanofiltration, NF, or reverse osmosis, RO) to replace the lost conventional treatment capacity, as necessary to meet demands. d. The alternative analysis will also consider a variation of the membrane alternative under “c” above as follows: because the West WTP NF process currently has a Class I concentrate disposal well, it may be more cost-effective to construct the additional (PFAS-compliant) membrane treatment capacity at the West WTP (to utilize the existing well), rather than at the East WTP, to replace the (non-PFAS-compliant) conventional treatment capacity at the East WTP. 2. Design of the improvements identified in the above alternative analysis study. In summary, upon completion of the alternative evaluation described herein (i.e., preparation of a Facilities Plan with an Environmental Assessment Report in accordance with 62-503.700, F.A.C. and 62-503.751, F.A.C. the City intends to proceed with the design phase to prepare for implementing the recommended treatment alternative. 134 FFloridaa Departmentt off Environmentall Protection FFederall Fundingg Accountabilityy andd Transparencyy Actt Formm –– Subawardd too aa Recipientt DEP 55-230 Rev. 08-23-2022 Page 3 of 4 Principal Place of Project Performance (If different than principal place of business) Address Line 1: Address Line 2: Address Line 3: City:State: Zip+4: Congressional District for Principal Place of Project Performance: (Providing the Zip+4 ensures that the correct Congressional District is reported.) Executive Compensation Information: YES NO 1. In your business or organization’s previous fiscal year, did your business or organization (including parent organization, all branches, and all affiliates worldwide) receive (a) 80 percent or more of your annual gross revenues from Federal procurement contracts (and subcontracts) and Federal financial assistance (e.g. loans, grants, subgrants, and/or cooperative agreements, etc.) subject to the Transparency Act, as defined at 2 CFR 170.320; and, (b) $30,000,000 or more in annual gross revenues from U.S. Federal procurement contracts (and subcontracts) and Federal financial assistance (e.g. loans, grants, subgrants, and/or cooperative agreements, etc.) subject to the Transparency Act? If the answer to Question 1 is “Yes,” continue to Question 2. If the answer to Question 1 is “No”, move to the signature block below to complete the certification and submittal process. YES NO N/A 2. Does the public have access to information about the compensation of the executives in your business or organization (including parent organization, all branches, and all affiliates worldwide) through periodic reports filed under section 13(a) or 15 (d) of the Securities Exchange Act of 1934 (15 U.S.C. 78 m (a), 78 o(d)), or Section 6104 of the Internal Revenue Code of 1986? If the answer to Question 2 is “Yes,” move to the signature block below to complete the certification and submittal process. [Note: Securities Exchange Commission information should be accessible at http://www.sec.gov/answers/execomp.htm. Requests for Internal Revenue Service (IRS) information should be directed to the local IRS for further assistance.] If the answer to Question 2 is “NO” FFATA reporting is required. Provide the information required in the “TOTAL COMPENSATION CHART FOR MOST RECENTLY COMPLETED FISCAL YEAR” appearing below to report the “Total Compensation” for the five (5) most highly compensated “Executives”, in rank order, in your organization. For purposes of this request, the following terms apply as defined in 2 CFR Ch. 1 Part 170 Appendix A: “Executive” is defined as “officers, managing partners, or other employees in management positions”. “Total Compensation” is defined as the cash and noncash dollar value earned by the executive during the most recently completed fiscal year and includes the following: x Salary and bonus. x Awards of stock, stock options, and stock appreciation rights. Use the dollar amount recognized for financial statement reporting purposes with respect to the fiscal year in accordance with the Statement of Financial Accounting Standards No. 123 (Revised 2004) (FAS 123R), Shared Based Payments. x Earnings for services under non-equity incentive plans. This does not include group life, health, hospitalization or medical reimbursement plans that do not discriminate in favor of executives and are available generally to all salaried employees. 124 East Woolbright Road 5469 West Boynton Beach Boulevard Boynton Beach,FL 33435-6040 FL-22 135 FFloridaa Departmentt off Environmentall Protection FFederall Fundingg Accountabilityy andd Transparencyy Actt Formm –– Subawardd too aa Recipientt DEP 55-230 Rev.ϬϴͲϮϯͲϮϬϮϮ Page 4 of 4 x Change in pension value. This is the change in present value of defined benefit and actuarial pension plans. x Above-market earnings on deferred compensation which is not tax-qualified. x Other compensation, if the aggregate value of all such other compensation (e.g. severance, termination payments,value of life insurance paid on behalf of the employee, perquisites or property) for the executive exceeds $10,000. Total Compensation Chart for Most Recently Completed Fiscal Year Date of Fiscal Year Completion (mm/dd/yyyy) The undersigned as (enter position title) of (enter Business Name) Certifies that on the date written below, the information provided herein is accurate. Type or Print Name:Title: Signature:Date: Rank (Highest to Lowest) Last Name First Name MI Title Total Compensation for Most Recently Completed Fiscal Year The undersigned as (enter position title) Of (enter Business Name) Certifies that on the date written below, the information provided herein is accurate. Print Name Title Signature Date N/A N/A N/A N/A N/A Mayor City of Boynton Beach Ty Penserga Mayor N/A Mayor 136 1 S:\CA\RESO\Resolution Approving State Revolving Fund For DW Treatment Facilities.Docx RESOLUTION NO. R23-185 1 2 A RESOLUTION OF THE CITY OF BOYNTON BEACH, FLORIDA, 3 APPROVING AND AUTHORIZING THE MAYOR TO SIGN A FLORIDA 4 DEPARTMENT OF ENVIRONMENTAL PROTECTION DRINKING WATER 5 STATE REVOLVING FUND (DWSRF) LOAN AGREEMENT APPLICATION 6 (WITH 100% PRINCIPAL FORGIVENESS) TO DEVELOP THE WATER 7 TREATMENT PLANT(S) PLANNING AND DESIGN PROJECT(S) 8 INTENDED TO ADDRESS DRINKING WATER COMPLIANCE WITH 9 PROPOSED REGULATIONS RELATED TO EMERGING CONTAMINANTS, 10 IN THE AMOUNT OF $5,167,179, EXECUTE ALL DOCUMENTS 11 ASSOCIATED WITH THE LOAN, ACCEPT THE LOAN, AND EXECUTE THE 12 LOAN AGREEMENT SUBJECT TO APPROVAL BY THE CITY ATTORNEY; 13 PROVIDING FOR CONFLICTS, SEVERABILITY, AND PROVIDING AN 14 EFFECTIVE DATE. 15 16 WHEREAS, Florida Statutes provide for loans to local government agencies to finance 17 the planning, design, and construction of drinking water treatment facilities; and 18 WHEREAS, Florida Administrative Code rules require authorization to apply for loans, 19 to establish pledged revenues, to designate an authorized representative; to provide 20 assurances of compliance with loan program requirements; and to enter into a loan agreement; 21 and 22 WHEREAS, the State Revolving Fund loan priority list designates Project No. DW05130 23 as eligible for available funding; and 24 WHEREAS, the City Commission of the City of Boynton Beach Florida deems it to be in 25 the best interest of the citizens and residents of the City to approve entering into a loan 26 agreement with the Department of Environmental Protection under the State Revolving Fund 27 for project financing. 28 NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF 29 BOYNTON BEACH, FLORIDA, THAT: 30 137 2 S:\CA\RESO\Resolution Approving State Revolving Fund For DW Treatment Facilities.Docx Section 1. The foregoing “Whereas” clauses are hereby ratified and confirmed as 31 being true and correct and are hereby made a specific part of this Resolution upon adoption. 32 Section 2. The City of Boynton Beach, Florida, is authorized to apply for a loan to 33 finance the Project. 34 Section 3. The Utilities Director is hereby designated as the authorized 35 representative to provide the assurances and commitments required by the loan application. 36 Section 4. The Mayor is hereby designated as the authorized representative to 37 execute the loan agreement, a copy of which is attached hereto and incorporated herein by 38 reference as Exhibit “A,” which will become a binding obligation in accordance with its terms 39 when signed by both parties. The Mayor is authorized to represent the City in carrying out the 40 City’s responsibilities under the loan agreement. The Mayor is authorized to delegate 41 responsibility to appropriate City staff to carry out technical, financial, and administrative 42 activities associated with the loan agreement. 43 Section 5. The legal authority for borrowing moneys to construct this Project is 44 Section 166.111, Florida Statutes. 45 Section 6. All resolutions or part of Resolutions in conflict with any of the provisions 46 of this Resolution are hereby repealed. 47 Section 7. If any section or portion of a section of this Resolution proves to be invalid, 48 unlawful, or unconstitutional, it shall not be held to invalidate or impair the validity, force, or 49 effect of any other section or part of this Resolution. 50 Section 8. That this Resolution shall become effective immediately. 51 52 138 3 S:\CA\RESO\Resolution Approving State Revolving Fund For DW Treatment Facilities.Docx PASSED AND ADOPTED this 19th day of December, 2023. 53 CITY OF BOYNTON BEACH, FLORIDA 54 55 YES NO 56 57 Mayor – Ty Penserga _____ _____ 58 59 Vice Mayor – Thomas Turkin _____ _____ 60 61 Commissioner – Angela Cruz _____ _____ 62 63 Commissioner – Woodrow L. Hay _____ _____ 64 65 Commissioner – Aimee Kelley _____ _____ 66 67 VOTE ______ 68 69 70 71 ATTEST: 72 73 _____________________________ ______________________________ 74 Maylee De Jesús, MPA, MMC Ty Penserga 75 City Clerk Mayor 76 77 APPROVED AS TO FORM: 78 (Corporate Seal) 79 _______________________________ 80 Shawna G. Lamb 81 City Attorney 82 139 City of Boynton Beach Agenda Item Request Form 6.E Consent Agenda 12/19/2023 Meeting Date: 12/19/2023 Proposed Resolution No. R23-186- A Resolution of the City of Boynton Beach, Florida, approving change order for task order UT-3E-07 for $57,970.00 for West Architecture + Design, LLC to complete design for the renovations of the Utilities Department Administration North Maintenance building to accommodate staff relocation, including updating the restroom to ADA standards, office space, its upgrades for connectivity, and conference room at 124 East Woolbright Road; and providing an effective date. Requested Action: Approve Proposed Resolution No. R23-186. Explanation of Request: The City obtained a change order for Task Order UT-3E-07 from West Architecture + Design, LLC, to provide Architectural and Engineering (Structural and MEP) services to renovate the existing Utilities Maintenance Building at 124 E. Woolbright Road, associated spaces, and upgrades to the Utilities Maintenance Building as noted in the scope of work. The building will house Utilities Staff offices and a conference room. Pricing is per the contract for the approved bid "GENERAL CONSULTING SERVICES; Bid # 046-2821-17/TP." How will this affect city programs or services? Renovations of the Utilities Maintenance building will allow more working space and help Utilities staff perform efficiently and provide required level of service to Utility customers. Fiscal Impact: Design money $ 57,970.00 is budgeted for Utilities Administration building renovation. Attachments: R23-186 Res_No._Change_Order_for_TO_with_West_Architecture (2).docx Change order-Utiliites Admin Renovations.pdf 140 C:\Users\EASYPD~1\Appdata\Local\Temp\BCL Technologies\Easypdf 8\@BCL@C4096AB3\@BCL@C4096AB3.Docx RESOLUTION NO. R23-186 1 2 A RESOLUTION OF THE CITY OF BOYNTON BEACH, FLORIDA, 3 APPROVING CHANGE ORDER FOR TASK ORDER UT-3E-07 FOR 4 $57,970.00 FOR WEST ARCHITECTURE + DESIGN, LLC TO COMPLETE 5 DESIGN FOR THE RENOVATIONS OF THE UTILITIES DEPARTMENT 6 ADMINISTRATION NORTH MAINTENANCE BUILDING TO 7 ACCOMMODATE STAFF RELOCATION, INCLUDING UPDATING THE 8 RESTROOM TO ADA STANDARDS, OFFICE SPACE, ITS UPGRADES FOR 9 CONNECTIVITY, AND CONFERENCE ROOM AT 124 EAST WOOLBRIGHT 10 ROAD; AND PROVIDING AN EFFECTIVE DATE.11 12 WHEREAS, the City obtained a change order for Task Order UT-3E- 07 from West 13 Architecture + Design, LLC, to provide Architectural and Engineering (Structural and MEP) 14 services to renovate the existing Utilities Maintenance Building at 124 E. Woolbright Road, 15 associated spaces, and upgrades to the Utilities Maintenance Building as noted in the scope 16 of work; and17 WHEREAS, the building will house Utilities Staff offices and a conference room; and18 WHEREAS, renovations of the Utilities Maintenance building will allow more working 19 space to help Utilities staff work efficiently and provide the required level of service to Utility 20 customers; and21 WHEREAS,the City Commission of the City of Boynton Beach, upon 22 recommendation of staff, deems it to be in the best interest of the citizens and residents to 23 approve Change Order for Task Order UT-3E-07 for $57,970.00 for West Architecture + 24 Design, LLC to complete design for the renovations of the Utilities Department 25 Administration North Maintenance Building to accommodate staff relocation, including 26 updating the restroom to ADA standards, office space, ITS upgrades for connectivity, and 27 conference room at 124 East Woolbright Road.28 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF 29 BOYNTON BEACH, FLORIDA, THAT:30 Section 1.The foregoing "Whereas" clauses are hereby ratified and confirmed as 31 being true and correct and are hereby made a specific part of this Resolution upon adoption.32 Section 2.The City Commission of the City of Boynton Beach, Florida, hereby 33 approves Change Order for Task Order UT-3E-07 for $57,970.00 for West Architecture + 34 Design, LLC to complete the design for the renovations of the Utilities Department 35 141 C:\Users\EASYPD~1\Appdata\Local\Temp\BCL Technologies\Easypdf 8\@BCL@C4096AB3\@BCL@C4096AB3.Docx Administration North Maintenance Building to accommodate staff relocation, including 36 updating the restroom to ADA standards, office space, ITS upgrades for connectivity, and 37 conference room at 124 East Woolbright Road. A copy of the Change Order is attached 38 hereto and incorporated herein as Exhibit “A.”39 Section 3.That this Resolution shall become effective immediately.40 PASSED AND ADOPTED this 19th day of December, 2023.41 CITY OF BOYNTON BEACH, FLORIDA42 43 YES NO44 45 Mayor – Ty Penserga __________46 47 Vice Mayor – Thomas Turkin __________48 49 Commissioner – Angela Cruz __________50 51 Commissioner – Woodrow L. Hay __________52 53 Commissioner – Aimee Kelley __________54 55 VOTE ______56 57 58 ATTEST:59 60 ___________________________________________________________61 Maylee De Jesús, MPA, MMC Ty Penserga62 City Clerk Mayor63 64 APPROVED AS TO FORM:65 (Corporate Seal)66 _______________________________67 Shawna G. Lamb68 City Attorney69 70 142 Requesting Department: Recommended Vendor VENDOR # Request Amount: $ Source for Purchase (attach backup materials/bids/quotes and/or sole source letters) City of Boynton Beach Contract #GSA* State Contract #PRIDE/RESPECT* SNAPS*SOLE SOURCE (requires Form & Letter from Manufacturer) Piggy-Back* Agency BID* Less than $5,000 (1 quote-incl in explanation)$5,000-$49,999.00 (3 written quotes-attached) Change Order (attach backup materials/bids/ or quotes) Commission Approved Annual Expenditure Date Commission Approved change Order INCREASE to Original PO #DECREASE to Original PO # INCREASE to Original Blanket PO #DECREASE to Original Blanket PO # Increase Amount: Decrease Amount: Original PO Amt:Original PO Amt: PO Amt w/Prior Change Orders:PO Amt w/Prior Change Orders: New PO Total:New PO Total: Fund Source: (confirm funds are available prior to sending to Purchasing) Item Description Budgeted Amt. $ $ $ $ Approvals: Department Head/Designee Date Finance Director Date Revised 9/28/22 $ $ $ Est. Annual Expenditure. $ Account No. _____________________________________________________________________________________________________ FINANCE/PROCUREMENT CHANGE ORDER REQUEST FORM Contact Person: Date:Existing PO #: Fiscal Year ______-______ _______________________________________________ Explanation for Purchase / Change Order: _____________________________________ 143 West Architecture + Design, LLC. 820 N 4th St., Lantana, Florida 33462 / Phone: 561-588-2027 / Fax: 561-582-9419 License No. AA26001503 / www.west-arch.com Page 1 of 5 Initial._____/_____ Project Information Contract Information Project No. A23-026 City Task Order # Vendor #: West Contract #. UT-3E-07 17254 A23-026-A Title Boynton Beach Utilities Administration Maintenance Building North Renovation Issue Date 10-17-23 Address 124 E. Woolbright Road Subject: Architectural and Engineering Services City, State, Zip Boynton Beach, FL 33435 Architecture Firm Client Contact Peter Ganci, Assoc. AIA, LEED AP BD+C Contact Gail Mootz Title Principal Title Maintenance Manager Company West Architecture + Design, LLC Company City of Boynton Beach Boynton Beach Utilities, Administration Address 820 N 4th St Address: 124 E. Woolbright Rd. City, State, Zip Lantana, Florida 33462 City, State, Zip Boynton Beach, Florida 33435 Phone 561-588-2027 Phone 561-742-6223 | Email pganci@west-arch.com Email MootzG@bbfl.us Scope of Work: In accordance with the Standard Form of Agreement Between Owner And Architect ("Agreement") and Purchase Order, P.O. # 231371, made on the 26th day of May 2023, between City of Boynton Beach (“Client”), and WEST ARCHITECTURE+ DESIGN, LLC, ("Architect"), for professional Architectural and Engineering services relating to the Boynton Beach Little League Park (“Project”). Project: Located at 124 E. Woolbright Rd.., Boynton Beach, FL 33435. Professional Services Supplemental Authorization 144 West Architecture + Design, LLC. 820 N 4th St., Lantana, Florida 33462 / Phone: 561-588-2027 / Fax: 561-582-9419 License No. AA26001503 / www.west-arch.com Page 2 of 5 Initial._____/_____ Below are the Additional Services requested for this project. Additional Design Services for the following items: Scope of Work: Based on the Conceptual Plans (provided by the City) for the Maintenance building (North) at the Boynton Beach Utilities Complex. The project includes the renovation of an existing Warehouse building to include the following: 1. Demolition of the existing restroom and office areas. 2. The construction of new office area, new restroom with a shower and a new conference room. 3. Offices and conference walls/ceilings need to be 2 hr. fire rated. 4. The new spaces will required Air conditioning and outside air. The outside air will required louvers through the existing envelop of the pre-engineered metal building envelope. 5. Existing exhaust fans at west side of building and existing electrical panels, etc. to remain – thus there is a need to maintain space/ clearances for access. 6. Existing office shall be demolished to create access to second means of egress (roll-up doors, do not count for means of egress.) 7. Full break room space does not work due to interference to the existing exhaust fan – thus there is a need to create the breakroom area designed around the existing building elements. 8. The new restroom and breakroom will require exhaust fans with penetr ation(s) through the pre- engineered metal building envelope. Scope of Services: Architectural: A. Architectural and Engineering Design: 1. Provide Architectural and Engineering (Structural and MEP) services as required to renovate the existing Utilities Administration Maintenance Building North, associated spaces and upgrades based on the Client’s conceptual floor plans as noted in scope of work. B. Permitting Assistance: 1. Submit digitally signed and sealed drawings for permit review and approval. 2. Respond to all applicable permitting agencies comments and revisions to documents as required. C. Bidding Assistance: 1. Provide bidding Drawings. City will provide City’s special conditions and front ends documents for distribution to bidders. 2. PM to attend pre- bid meeting 3. Respond to contractor’s questions and provide addenda for issuance as necessary. 4. Conduct bid evaluation and recommendation as / if required. D. Construction Administration: (Managed by City) 1. Consultant’s PM to attend a pre-construction Meeting 2. Consultants to review and process RFI’s, Shop Drawings and Change orders. 3. Consultant’s PM to attend progress meetings on a monthly basis, conduct site inspection on construction progress for compliance with approved documents and review of pay applications. 4. Consultants to Conduct substantial completion inspections (all required disciplines) and provide punch lists. 5. Consultants to Conduct final inspection and coordinate project close -out procedures, including warranties, as-built’s, maintenance manuals, testing & demonstrations/ training, etc. 145 West Architecture + Design, LLC. 820 N 4th St., Lantana, Florida 33462 / Phone: 561-588-2027 / Fax: 561-582-9419 License No. AA26001503 / www.west-arch.com Page 3 of 5 Initial._____/_____ Notes: 1. Conduct preliminary site visit / walk through / scope verification. 2. Consultants (all disciplines) shall field inspect and verify all existing conditions. 3. The City will be conducting reviews on documents submittals at 30%, 60% & 100% documents. a) Deliverables shall include electronic drawings. 4. Provide Projects design schedule. 5. Project shall be designed to meet all applicable code requirements and applicable City Standards. 6. The City will provide pdf drawings of existing building and CAD base plans of exi sting building and the new layout. Mechanical, Electrical and Plumbing - Scope of Work: Electrical 1. Provide new service rated at 100a 480/277v 3 phase with a 75 kva transformer and 1) 200a 208/120v 3 phase panel for the new design and use the existing electrical panels , etc. that will remain– there is also a need to maintain space/ clearances for access. 2. Provide new insta hot water heater(s) as needed. Mechanical 1. Provide exhaust to the bathroom 2. Provide 2 new split units for the new air conditioned areas described below: a) Center conference room and adjacent office b) Corner office, break room and bathroom c) These split units will have the code required outside air (via an outside air duct connected to a new outside louver). 3. Structural engineering input will be need to design the frame for the new louver since this is a metal building 4. Cooling Load Calculations 5. Energy Calculations Plumbing 1. Add ADA drinking fountain 2. Add instahot(s) as needed 3. Add Mop Sink 4. Reconnect new plumbing in restroom to existing lines. 5. Add kitchenette break area with a sink and plumbing as required. MEP - Construction Administration to include: 1. Respond to Building Department Comments 2. Respond to RFI’s 3. Shop drawing reviews Mechanical / Electrical / Plumbing – Scope of Services  Air conditioning Design:  Duct pressure drop calculation. Ductwork design.  Equipment selection schedule. Load calculations  Specifications and details. Outside air calculations. 146 West Architecture + Design, LLC. 820 N 4th St., Lantana, Florida 33462 / Phone: 561-588-2027 / Fax: 561-582-9419 License No. AA26001503 / www.west-arch.com Page 4 of 5 Initial._____/_____  Plumbing Design:  Sanitary waste piping design. Coordination with civil.  Sanitary isometrics. Specifications and details.  Domestic water piping design. Equipment specifications.  Electrical Design:  Power and electrical riser design. Panel schedules.  Lighting circuitry design. Lighting controls  Specifications and details General MEP Information:  As-Built (record Drawings) if needed will be billed at our hourly rate below.  One site visit included.  All Reimbursable to be billed separately.  All MEP design to include the above mentioned being renovated.  Low voltage and security and fire alarm fire protection systems by others.  Plumbing to show tie in to existing water and sanitary/sewer inside the building.  All changes that are given after 60% of the project is completed will generate additional charges.  Additional site visits (after the design) that are over and above listed visits to be billed an additional per Discipline and travel expenses (Mileage over 50 miles). A separate additional work authorization will be sent to the client for approval prior to visiting the site.  The architect to provide lighting specifications and all wattages, voltages and fixture locations control designations and type of control for the design.  Photometrics will be required and can be provided by the fixture company representative. This will be needed for normal lighting levels and emergency lighting levels. The lighting design must be in compliance with the 2020 commercial energy efficiency code.  Tele/data and security point by point design not included. The client to provide locations of all devices and power requirements to engineer for design. Owner data/tele or I.T department to provide site specific design shop drawings under separate permit for the city to review. Structural Engineering: A. Structural engineering design will be required to design the structural frame for the new louver through the existing walls of the metal building B. The City shall provide any structural drawings of the pre-engineered metal building. 147 West Architecture + Design, LLC. 820 N 4th St., Lantana, Florida 33462 / Phone: 561-588-2027 / Fax: 561-582-9419 License No. AA26001503 / www.west-arch.com Page 5 of 5 Initial._____/_____ Below are our fees for the Task as noted above. Any additional modifications will be hourly, based on the hourly rates included in the original agreement noted above. Compensation shall be as follows: 1. Programming / Field Investigation / Schematic Design $ 14,115.00 2. Design Development $ 11,825.00 3. Construction Documents $ 15,390.00 4. Bidding / Permitting $ 4,340.00 (Hourly Estimate) 5. Construction Administration $ 12,300.00 (Hourly Estimate) $ 57,970.00 1st progress payment to start work $ 14,115.00 Terms & Conditions: 1. All terms and conditions from the original agreement apply to this Professional Services Supplemental Authorization. Upon return of a fully executed authorization, this service shall become a part of the Agreement identified above. Client: Architect: City of Boynton Beach West Architecture + Design, LLC Boynton Beach Utilities, Administration Gail Mootz Peter Ganci, Assoc. AIA, LEED AP BD+C Maintenance Manager Principal ___________________________ ______________ ______________________________ _____________ (Signature) (Date) (Signature) (Date) Compensation: 148 Design Proposal - Fee Summary Date: October 17, 2023 Project No.A23-026-A Client Name City of Boynton Beach Title Gail Mootz Address Address 124 E. Woolbright Road City, State, Zip City, State, Zip Boynton Beach, FL 33435 Phone 561-742-6223 Email MootzG@bbfl.us DISCIPLINE 1. Program / Field Invest / Sch Design 2. Design Development 3. Construction Documents 4. Bidding / Permitting 5. Construction Administratio n Total Architecture / Structural $9,520.00 $8,800.00 $9,840.00 $2,840.00 $8,800.00 $39,800.00 MEP $4,595.00 $3,025.00 $5,550.00 $1,500.00 $3,500.00 $18,170.00 Sub-Total $14,115.00 $11,825.00 $15,390.00 $4,340.00 $12,300.00 Total $57,970.00 West Architecture + Design - Hourly Breakdown Rate Sub- Total All Tasks 9,520.00$ Arch Principal 12.00 0.00 0.00 0.00 0.00 180.00$ 2,160.00$ Arch Project Manager 48.00 0.00 0.00 0.00 0.00 130.00$ 6,240.00$ Structural Engineer 8.00 0.00 0.00 0.00 0.00 140.00$ 1,120.00$ 2. Design Development 8,800.00$ Arch Principal 0.00 8.00 0.00 0.00 0.00 180.00$ 1,440.00$ Arch Project Manager 0.00 48.00 0.00 0.00 0.00 130.00$ 6,240.00$ Structural Engineer 0.00 8.00 0.00 0.00 0.00 140.00$ 1,120.00$ 3. Construction Documents 9,840.00$ Arch Principal 0.00 0.00 8.00 0.00 0.00 180.00$ 1,440.00$ Arch Project Manager 0.00 0.00 56.00 0.00 0.00 130.00$ 7,280.00$ Structural Engineer 0.00 0.00 8.00 0.00 0.00 140.00$ 1,120.00$ 4. Bidding / Permitting $2,840.00 Arch Principal 0.00 0.00 0.00 4.00 0.00 180.00$ 720.00$ Arch Project Manager 0.00 0.00 0.00 12.00 0.00 130.00$ 1,560.00$ Structural Engineer 0.00 0.00 0.00 4.00 0.00 140.00$ 560.00$ 5. Construction Administration 8,800.00$ Arch Principal 0.00 0.00 0.00 0.00 8.00 180.00$ 1,440.00$ Arch Project Manager 0.00 0.00 0.00 0.00 48.00 130.00$ 6,240.00$ Structural Engineer 0.00 0.00 0.00 0.00 8.00 140.00$ 1,120.00$ 1. Programming / Field Investigation / Schematic Design 124 E. Woolbright Rd.. Boynton Beach, FL 33435 Boynton Beach Utilities Administration Maintenance Building North Renovation Task Order # UT-3E-07 1. Program / Field Invest / Sch Design 2. Design Development 3. Construction Documents 4. Bidding / Permitting 5. Construction Administratio n West Architecture + Design, LLC 820 N 4th St Lantana, FL 33462 Phone: 561-588-2027 Fax: 561-582-9419 License No. AA26001503 www.west-arch.com Page 1 149 150 151 REQUEST FOR OFFICE ASSISTANCE FROM: DATE: PRIORITY/DATE NEEDED BY: Request for 121/Direct Pay Req. for the attached – Vendor or Person to be reimbursed: Vendor: Account No.: - - - - Project No.: Request for Requisition Vendor: Account No.: - - - - Project No.: Request for BLANKET Vendor: Account No.: - - - - Project No.: ***List items w/quantities and unit costs on the back of this request. Single quotes (Less than $5,000) Attached Three written quotes ($5,000 - $49,999.99) with Purchase over $10,000 Form – Attached Three written quotes ($50,000 or above) with Purchase over $10,000 Form – Attached Bid/City (Under 50,000): Bid # Bid/City (Over $50,000): Bid # Bid/Other Entity (Over $50,000): Bid #, Bid effective Dates and Bid Quotes - Attached File as: OTHER: Special Instructions: Request Completed by: Date: Please sign and return this form to the Office Staff’s Inbox Feel free to make any comments: 152 CITY OF BOYNTON BEACH REQUEST FOR PURCHASE OVER $10,000 Date: Requesting Department: Contact Person: Explanation for Purchase: Recommended Vendor Dollar Amount of Purchase Source for Purchase (check and attach backup materials): Three Written Quotations GSA State Contract PRIDE/RESPECT SNAPS Sole Source Piggy-Back Budgeted Item Emergency Purchase Other Contract Number: NOTE: Pricing proposal for purchase must be presented in the same detail contained within the contract. Fund Source for Purchase: Approvals: Department Head Date Purchasing Date Finance Date Form Revised 5/12/2022 153 West Architecture + Design, LLC. 820 N 4th St., Lantana, Florida 33462 / Phone: 561-588-2027 / Fax: 561-582-9419 License No. AA26001503 / www.west-arch.com Page 1 of 8 Project Information Contract Information West Project No. A23-011 City Task Order # West Contract #. UT-3E-07 A23-011-A Title Boynton Beach Utilities Administration Building Renovation Issue Date 04-11-23 Address 124 E. Woolbright Road Subject: Architectural and Engineering Services City, State, Zip Boynton Beach, FL Architecture Firm Client Contact Peter Ganci, Assoc. AIA, LEED AP BD+C Contact Gail Mootz Mootz Mootz Title Principal Title Maintenance Manager Company West Architecture + Design, LLC Company City of Boynton Beach Boynton Beach Utilities, Administration Address 820 N 4th St Address: 124 E. Woolbright Rd. City, State, Zip Lantana, Florida 33462 City, State, Zip Boynton Beach, Florida 33435 Phone 561-588-2027 Phone 561-742-6223 | Email pganci@west-arch.com Email MootzG@bbfl.us 1. Table of Contents 1. SCOPE OF WORK 2. CLIENT'S RESPONSIBILITIES 3. COPYRIGHTS AND LICENSES 4. LIMITATIONS OF LIABILITY 5. COMPENSATION 6. SCOPE OF THE AGREEMENT Standard Form of Agreement Between Owner And Architect 154 West Architecture + Design, LLC. 820 N 4th St., Lantana, Florida 33462 / Phone: 561-588-2027 / Fax: 561-582-9419 License No. AA26001503 / www.west-arch.com Page 2 of 8 Scope of Work: This proposal is in accordance with the terms of the original master services agre ement for Continuing General Consulting Services for RFQ#046-2821-17-TP dated: August 22, 2018. The Boynton Beach Utilities Department is requesting a proposal to provide Architectural / Engineering design, permitting, bidding assistance, and basic construction administrative services for the interior renovation to the Utilities Administration Building as defined in the scope of work. Scope of work: The proposed scope of work for this project includes but not limited to the following: Provide Architectural and Engineering (Structural and MEP) services as required to renovate the existing Utilities Administration Building, associated spaces and upgrades to the Utilities Administration Building based on attached proposed floor plans as noted in scope of work. The building consist of approximately 7,316 SF (1st Floor) and 7,316 SF (2nd Floor). for a total of 14,632 SF. A. A/E Design: 1) Task 1 – Enclose the Atrium a) Provide Architectural and Engineering (Structural and MEP) services as required to infill the existing Atrium space (+/- 267 SF) located between the 1st and 2nd floors at the Utilities Administration Building 1) Demolition – all items required to be demolished shall be demolished to accommodate the infilling of the existing atrium space. 2) Walls – i. Shall be provided per the Client’s conceptual plan. ii. Fire rating of walls shall be evaluated. 3) Structural – i. Existing floor structural system shall be modified to accommodate the new floor. ii. Existing structural walls shall be evaluated to determine the modifications that shall be necessary to support the new floor. 4) Plumbing – shall be evaluated to determine if any modifications shall be necessary. 5) Mechanical – the existing HVAC system shall be evaluated to accommodate the required air conditioning to the space. 6) Electrical – the existing lighting, power and data shall be modified 7) Fire Alarm – shall be evaluated to determine if any modifications shall be necessary. 8) Fire Sprinkler – system does not exist. We are assuming a new system shall not be required. 9) Security System – the Client shall have their vendor evaluate the existing security system to determined if any modifications shall be necessary. 10) Finishes – all new finishes shall be provided for the floor, walls and ceilings. Final selections shall be coordinated with the Client. 11) Casework – shall be provided as per the Client’s conceptual plan. 12) Furniture – the Client’s vendor shall provide a final layout and specifications for all the furniture. 155 West Architecture + Design, LLC. 820 N 4th St., Lantana, Florida 33462 / Phone: 561-588-2027 / Fax: 561-582-9419 License No. AA26001503 / www.west-arch.com Page 3 of 8 2) Task 2 – Interior Renovation a) Provide Architectural and Engineering (Structural and MEP) services as required to renovate the existing Utilities Administration Building, associated spaces and upgrades to the remainder of the Utilities Administration Building based on the Client’s conceptual floor plans as noted in scope of work. The scope of work shall be broken up into (4) phases as indicated on the Client’s conceptual plans. 1) Demolition – all items required to be demolished shall be demolished to accommodate the renovation of the existing space. 2) Walls – i. Shall be provided per the Client’s conceptual plan. ii. Fire rating of walls shall be evaluated. iii. Modifications to walls / room layouts per proposed plans 3) Structural i. Modifications to building roof as necessary to accommodate new roof top equipment (i.e. exhaust for fume hoods) work 4) Plumbing i. Restrooms and Drinking fountains shall be modified per the client’s conceptual plan. ii. Other plumbing items shall be evaluated to determine if any modifications shall be necessary. iii. Reconfiguration of the existing plumbing/ drainage, systems as necessary to accommodate new plan layout 5) Mechanical i. The existing HVAC system shall be modified to accommodate the required air conditioning to the renovated space. ii. Evaluation of, removal/ replacement of existing MEP systems (including but not limited to diffusers/ registers, ducts, smoke detectors, electrical devices, etc. as necessary to accommodate the proposed improvements. 6) Electrical i. The existing lighting, power and data shall be modified per the Client’s conceptual plans. ii. Modify/ re-configure electrical/ data systems as necessary to accommodate new work/ layout. iii. Replacement of exiting light fixtures with new LED fixtures, existing devices (ceiling/ wall mounted) with new to meet current code throughout the facility (designated scope of work areas). iv. Replacement of all existing data wiring with new throughout the facility. Coordinate with City’s I.T. Department – This work shall be coordinated by the City’s I.T. Department. 7) DATA i. Min. 2 data jacks per work station / desk. ii. Floor box at conference room with power and 4 network jacks. Provide network jack at ceilings for WAP’s and wall jacks for TV monitor. – coordinate locations with City’s IT dept. iii. Other locations as directed by City. 8) Fire Alarm i. Shall be modified to accommodate the room changes per the Client’s conceptual plans. ii. The Client’s vendor shall provide shop drawings for the final system. 9) Fire Sprinkler i. System does not exist. We are assuming a new system shall not be required. 10) Security System i. The Client shall have their vendor evaluate the existing security system to determined if any modifications shall be necessary. 156 West Architecture + Design, LLC. 820 N 4th St., Lantana, Florida 33462 / Phone: 561-588-2027 / Fax: 561-582-9419 License No. AA26001503 / www.west-arch.com Page 4 of 8 ii. Provide layout (conduit & boxes only) for Low-Voltage (A/V, Security & access control) equipment as required by the City. Equipment locations and requirements to be coordinated with the City. iii. Existing and new camera locations (conduit & boxes) to be coordinated with the City. 11) Finishes i. All new finishes shall be provided for the floor, walls and ceilings. Final selections shall be coordinated with the Client ii. Replace ceiling tiles/ grid system, lighting, diffusers/ registers, devices, etc. iii. Replace appliances and plumbing fixtures iv. Refinish/ replacement of existing doors/ frames as necessary. 12) Doors i. All metal doors/ frames shall be refinished and repainted or replaced with solid core wood doors. Coordinate with Owner 13) Casework i. Shall be provided as per the Client’s conceptual plan. ii. Removal / replacement of casework and floor/ wall finishes at Break room 14) Furniture i. The Client’s vendor shall provide a final layout and specifications for all the furniture. 15) Equipment i. Cook top is required at the breakroom. Provide venting / exhaust as necessary to meet code. 16) Roof i. Modifications to building roof as necessary to accommodate new roof top equ ipment (i.e. exhaust for fume hoods) work 17) Stairs: i. Analysis of railing at existing stairs to meet code requirements (both stair wells) 18) Restrooms: i. Restrooms to be upgraded to meet code requirements, where noted on the client’s conceptual plan – replace fixtures, finishes, lighting, accessories, drinking fountain, etc. 19) Elevator: i. Remove/ Replace finishes at elevator cab, as required. 20) Conceptual Cost Estimate: i. Provide statement of probable construction costs. B. Permitting Assistance: a) Submit digitally signed and sealed drawings for permit review and approval. b) Respond to all applicable permitting agencies comments and revisions to documents as required. C. Bidding Assistance: a) Provide bidding package (Drawings and specifications). City will provide City’s special conditions and front ends documents for distribution to bidders. b) PM to attend pre- bid meeting c) Respond to contractor’s questions and provide addenda for issuance as necessary. d) Conduct bid evaluation and recommendation as/if required. D. Construction Administration: (Managed by City) a) Consultant’s PM to attend pre-construction Meeting b) Consultants to review and process RFI’s, Shop Drawings and Change orders. c) Consultant’s PM to attend progress meetings on a monthly basis, conduct site inspection on construction progress for compliance with approved documents and review of pay 157 West Architecture + Design, LLC. 820 N 4th St., Lantana, Florida 33462 / Phone: 561-588-2027 / Fax: 561-582-9419 License No. AA26001503 / www.west-arch.com Page 5 of 8 applications. d) Consultants to Conduct substantial completion inspections (all required disciplines) and provide punch lists. e) Consultants to Conduct final inspection and coordinate project close-out procedures, including warranties, as-built’s, maintenance manuals, testing & demonstrations/ training, etc. Notes: 1. Conduct preliminary site visit / walk through / scope verification prior to submitting proposal. 2. Consultants (all disciplines) shall field inspect and verify all existing conditions. 3. The City will be conducting reviews on documents submittals at 30%, 60% & 100% documents. a) Deliverables shall include (2) sets of 24”x36” prints and electronic drawings. 4. Provide Projects design schedule. 5. Construction duration is assumed to be 6 months tot al – 5 months to substantial completion. Plus 30 days to final. 6. Project shall be designed to meet all applicable code requirements and applicable City Standards. 7. The City will provide pdf drawings of existing building and CAD base plans of existing buildin g and the new layout. 1. 2. Client’s Responsibility 2.1 Unless otherwise provided for under this Agreement, the Client shall provide information in a timely manner regarding requirements for and limitations on the Project, including a written program which shall set forth the Client's objectives, schedule, constraints and criteria, including space requirements and relationships, flexibility, expandability, special equipment, systems and site requirements. 2.2 The Client shall identify a representative authorized to act on the Client's behalf with respect to the Project. The Client shall render decisions and approve the Architect's submittals in a timely manner in order to avoid unreasonable delay in the orderly and sequential progress of the Architect's services. 2.3 The Client shall coordinate the services of its own consultants with those services-provided by the Architect. Upon the Architect's request, the Client shall furnish copies of the scope of consulting services in the contracts between the Client and the Client's consultants. The Client shall furnish the services of consultants other than those designated in this Agreement, or authorize the Architect to furnish them as an Additional Service, when the Architect requests such services and demonstrates that they are reasonably required by the scope of the Project. The Client shall require that its consultants maintain professional liability insurance as appropriate to the services provided. 2.4 The Client shall provide prompt written notice to the Architect if the Client becomes aware of any fault or defect in the Project, including errors, omissions or inconsistencies in the Architect's Instruments of Service. 1. 3. Copyrights and Licenses 3.1 The Architect and the Owner warrant that in transmitting Instruments of Service, or any other information, the transmitting party is the copyright owner of such information or has permission from the copyright owner to transmit such information for its use on the Project. If the Owner and Architect intend to transmit Instruments of Service or any other information or documentation in digital form, they shall endeavor to establish necessary protocols governing such transmissions. 158 West Architecture + Design, LLC. 820 N 4th St., Lantana, Florida 33462 / Phone: 561-588-2027 / Fax: 561-582-9419 License No. AA26001503 / www.west-arch.com Page 6 of 8 3.2 The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service, including the Drawings and Specifications (as included on the Drawings), and shall retain all common law, statutory and other reserved rights, including copyrights. Submission or distribution of Instruments of Service to meet official regulatory requirements or for similar purposes in connection with the Project is not to be construed as publication in derogation of the reserved rights of the Architect and the Architect's consultants. 3.3 Upon execution of this Agreement, the Architect grants to the Owner a nonexclusive license to use the Architect's Instruments of Service solely and exclusively for the Project, provided that the Owner substantially performs its obligations, including prompt payment of all sums when due, under this Agreement. The Architect shall obtain similar nonexclusive licenses from the Architect's consultants consistent with this Agreement. The license granted under this section permits the Owner to authorize the Contractor, Subcontractors, Sub- subcontractors, and material or equipment suppliers, as well as the Owner's consultants and separate contractors, to reproduce applicable portions of the Instruments of Service solely and exclusively for use in performing services for the Project. If the Architect rightfully terminates this Agreement, the license granted in this Section shall terminate. 3.3.1 In the event the Owner uses the Instruments of Service without retaining the author of the Instruments of Service, the Owner releases the Architect and Architect's consultant(s) from all claims and causes of action arising from such uses. The Owner, to the extent permitted by law, further agrees to indemnify and hold harmless the Architect and its consultants from all costs and expenses, including the cost of defense, related to claims and causes, if action asserted by any third person or entity to the extent such costs and expenses arise from the Owner's use of the instruments of Service under this Section. 3.4 Except for the licenses granted in this Article, no other license or right shall be deemed granted or implied under this Agreement. The Owner shall not assign, delegate, sublicense, pledge or otherwise transfer any license granted herein to another party without the prior written agreement of the Architect. Any unauthorized use of the Instruments of Service shall be at the Owner's sole risk and without liability to the Architect and the Architect's consultants. 4. Limitations of Liability A) PURSUANT TO FLORIDA STATUTE SECTION 558.0035, AN INDIVIDUAL EMPLOYEE OR AGENT OF ARCHITECT MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE. B) In recognition of the relative risks and benefits of the Project to the Parties, the risks have been allocated such that the Association agre es, to the full extent permitted by law, to limit the liability of Architect and its officers, owners, agents, employees and sub consultants to the total dollar amount paid to the Architect for the approved portions of the Project for any and all claims, losses, costs, damages, of any nature whatsoever or claims expenses from any cause or causes, so that the total aggregate liability of Architect and its officers, owners, agents, employees and sub consultants to the Association shall not exceed the total dollar amount paid to the Architect for the approved portions of the Project. Such claims and causes include, but are not limited to, negligence, professional liability, errors and omissions, strict liability, or breach of contract or warranty. 5. Compensation 5.1 For the Architect’s Scope of Work described under Article 1, the Client shall compensate the Architect as follows: 159 West Architecture + Design, LLC. 820 N 4th St., Lantana, Florida 33462 / Phone: 561-588-2027 / Fax: 561-582-9419 License No. AA26001503 / www.west-arch.com Page 7 of 8 Compensation to be as follows: A. A/E Design 1. Task 1 - Enclosing the Atrium $ 30,650 2. Task 2 – Interior Renovation $ 60,580 B. Permitting Assistance $ 7,740 C. Bidding Assistance $ 8,469 D. Construction Administration $ 22,860 Total $ 130,290 5.1.1 Hourly billing rates for services are set forth below. The rates shall be adjusted in accordance with the consultant’s normal review practices. Architecture Firm: Principal: $180/hr.; Project Manager $130/hr.; Senior Architect $120/hr., Architect $100/hr.; Architectural CADD / Technician $80/hr.; Clerical / Administrative $50.00/hr.; Structural Engineer $140/Hr MEP engineer: Principals - $225.00/hr. Project Manager- $195.00/hr., Engineers - $175.00/hr., As-Built drawings- $125.00/hr., Designer- $155.00/hr., Clerical – $65.00/hr. 5.2 ADDITIONAL SERVICES: 5.2.1 Additional Services are not included in Basis Services but may be required for the Project. Such Additional Services may include budget analysis, financial feasibility studies, environmental studies, land surveying, civil engineering, land planning services, landscape design, telecommunications/data, security, measure drawings of existing conditions, coordination of separate contractors or independent consultants, coordination of construction or project managers, detailed cost estimates, on-site project representation, value analysis, quantity surveys, interior design, planning of tenant or rental spaces, inventories of materials or equipment, preparation of record drawings, commissioning , environmentally responsible design beyond Basis Services, LEED® Certification, fast –track design services, obtaining liquor licenses, obtaining business licenses and any other services not otherwise include in this agreement. 5.2.2 Additional Services may be provided after execution of this agreement, without invalidating the Agreement. Any Additional Services provide in accordance with this Section shall entitle the Architect to compensation pursuant to Section 5.1.1. 5.2.3 The Architect shall review and evaluate Contractor’s proposals, and if necessary, prepare Drawings and other documentation and data, and provide any other services made necessary by Change Orders and Construction Change Directives. These documents and date prepared by the Architect shall be an Additional Service. 5.3 EXPENSES Reimbursable Expenses are in addition to compensation for the Architect's professional services and include expenses incurred by the Architect and the Architect's consultants directly relate d to the Project, as follows: 1. Included shall be (2) sets of 24”x36” prints and electronic files for each review phase (30%, 60% and 100%). Any additional requested sets of 24x36 prints, shall be invoiced at $2.50 per sheet. 2. Transportation and authorized out-of-town travel and subsistence; 3. Long distance services, dedicated data and communication services, teleconferences, Project 160 West Architecture + Design, LLC. 820 N 4th St., Lantana, Florida 33462 / Phone: 561-588-2027 / Fax: 561-582-9419 License No. AA26001503 / www.west-arch.com Page 8 of 8 Web sites, and extranets; 4. Fees paid for securing approval of authorities having jurisdiction over the Project; 5. Postage, handling and delivery; 6. Expense of overtime work requiring higher than regular rates, if authorized in advance by the Client; 7. Renderings, models, mock-ups, professional photography, and presentation materials requested by the Client; 8. Architect's Consultant's expense of professional liability insurance dedicated exclusively to this Project, or the expense of additional insurance coverage or limits if the Client requests such insurance in excess of that normally carried by the Architect's consultants; 9. All taxes levied on professional services and on reimbursable expenses; 10. Site office expenses; and 11. Other similar Project-related expenditures. 5.3.1 For Reimbursable Expenses the compensation shall be the expenses incurred by the Architect and the Architect's consultants plus an administrative fee of ten percent (10%) of the expenses incurred. 5.4 COMPENSATION FOR USE OF ARCHITECT'S INSTRUMENTS OF SERVICE If the Client terminates the Architect for its convenience or the Architect terminates this Agreement, the Client shall pay a licensing fee as compensation for the Client's continued use of the Architect's Instruments of Service solely for purposes of the Project. 5.5 PAYMENTS TO THE ARCHITECT 5.5.1 Unless otherwise agreed, payments for services shall be made monthly in proportion to services performed. Payments are due and payable upon presentation of the Architect's invoice. Amounts unpaid (30) Days after the invoice submittal shall bear interest at the rate of one point five percent (1.5%) per month. 5.5.2 The Client shall not withhold amounts from the Architect's compensation to impose a penalty or liquidated damages on the Architect, or to offset sums requested by or paid to contractors for the cost of changes in the Work unless the Architect agrees or has been found liable for the amounts in a binding dispute resolution proceeding, 6. Scope of the Agreement 6.1 This Agreement represents the entire and integrated agreement between the Client and the Architect and supersedes all prior negotiations, representations or agreements, either written or oral. This Agreement may be amended only by written instrument signed by both Client and Architect. This Agreement entered into as of the day and year first written above, Client: Architect: City of Boynton Beach West Architecture + Design, LLC Boynton Beach Utilities, Administration Gail Mootz Peter Ganci, Assoc. AIA, LEED AP BD+C Maintenance Manager Principal ___________________________ ______________ ______________________________ _____________ (Signature) (Date) (Signature) (Date) 161 Design Fee Summary Date: April 11, 2023 Project No.A23-011-A Client Name City of Boynton Beach Title Gail Mootz Address Address 5469 W Boynton Bch Blvd.City, State, Zip City, State, Zip Boynton Beach, FL Phone 561-742-6223 Email MootzG@bbfl.us DISCIPLINE Permitting Bidding Assit Const Admin Total Architecture / Structural $22,400.00 $22,400.00 MEP $8,250.00 $8,250.00 Architecture / Structural $38,080.00 $38,080.00 MEP $22,500.00 $22,500.00 Architecture / Structural $6,240.00 $6,240.00 MEP $1,500.00 $1,500.00 Architecture / Structural $6,960.00 $6,960.00 MEP $1,500.00 $1,500.00 Architecture / Structural $13,360.00 $13,360.00 MEP $9,500.00 $9,500.00 Sub-Total $30,650.00 $60,580.00 $7,740.00 $8,460.00 $22,860.00 Total $130,290.00 West Architecture + Design - Hourly Breakdown A/E Hours Hours Hours Rate Sub- Total Design PermittingBidding Assit Const Ad All Tasks 22,400.00$ Arch Principal 24.00 0.00 0.00 0.00 180.00$ 4,320.00$ Arch Project Manager 96.00 0.00 0.00 0.00 130.00$ 12,480.00$ Structural Engineer 40.00 0.00 0.00 0.00 140.00$ 5,600.00$ 38,080.00$ Arch Principal 48.00 0.00 0.00 0.00 180.00$ 8,640.00$ Arch Project Manager 192.00 0.00 0.00 0.00 130.00$ 24,960.00$ Structural Engineer 32.00 0.00 0.00 0.00 140.00$ 4,480.00$ Permitting 6,240.00$ Arch Principal 0.00 8.00 0.00 0.00 180.00$ 1,440.00$ Arch Project Manager 0.00 24.00 0.00 0.00 130.00$ 3,120.00$ Structural Engineer 0.00 12.00 0.00 0.00 140.00$ 1,680.00$ Bidding Assitance 6,960.00$ Arch Principal 0.00 0.00 12.00 0.00 180.00$ 2,160.00$ Arch Project Manager 0.00 0.00 24.00 0.00 130.00$ 3,120.00$ Structural Engineer 0.00 0.00 12.00 0.00 140.00$ 1,680.00$ Construction Adminstration 13,360.00$ Arch Principal 0.00 0.00 0.00 24.00 180.00$ 4,320.00$ Arch Project Manager 0.00 0.00 0.00 48.00 130.00$ 6,240.00$ Structural Engineer 0.00 0.00 0.00 20.00 140.00$ 2,800.00$ Task 1 - A/E Design Task 2 - A/E Design Task 2 - Interior Renovation 124 E. Woolbright Rd.. Boynton Beach, FL 33435 Boynton Beach Utilities Administration Building Renovation Task Order # UT-3E-07 Task 2 - Interior Renovation Task 1 - Enclosing the Atrium Task 1 - Enclosing the Atrium Permitting Bidding Construction Administration West Architecture + Design, LLC 820 N 4th St Lantana, FL 33462 Phone: 561-588-2027 Fax: 561-582-9419 License No. AA26001503 www.west-arch.com Page 1 162 City of Boynton Beach Agenda Item Request Form 7.H Consent Bids and Purchases over $100,000 05/16/2023 Commission Meeting Date: 05/16/2023 Task Order UT-3E-07 for West Architecture + Design, LLC to complete design for the Utilities Administration building renovations at 124 East Woolbright Road. Requested Action by Commission: Approve Task Order UT-3E-07 for West Architecture + Design, LLC to provide Architectural and Engineering (Structural and MEP) services to renovate the existing Utilities Administration Building, 124 E. Woolbright Road in the amount of $130,290.00. Explanation of Request: The City obtained a proposal for Task Order UT-3E-07 for West Architecture + Design, LLC to provide Architectural and Engineering (Structural and MEP) services as required to renovate the existing Utilities Administration Building, 124 E. Woolbright Road associated spaces and upgrades to the Utilities Administration Building based on attached proposed floor plans as noted in the scope of work. The building consists of approximately 7,316 SF (1st Floor) and 7,316 SF (2nd Floor). for a total of 14,632 SF, per contract pricing for the approved bid "GENERAL CONSULTING SERVICES; Bid # 046-2821-17/TP” How will this affect city programs or services? Renovations of the Utilities Administration building will allow creating more working space and help Utilities staff perform efficiently and provide required level of service for Utility customers. Fiscal Impact: Design money $130,290.00 is budgeted for Utilities Administration building renovation. Attachments: A23-011-BB Utilities Admin Bldg-A_04-11-23 with Fee Summary.pdf 163 The City of Boynton Beach City Commission Agenda Tuesday, May 16, 2023, 6:00 PM City Hall Commission Chambers 100 E. Ocean Avenue Boynton Beach City Commission Ty Penserga, Mayor (At Large) Thomas Turkin, Vice Mayor (District III) Angela Cruz, Commissioner (District I) Woodrow L Hay, Commissioner (District II) Aimee Kelley, Commissioner (District IV) Daniel Dugger, City Manager Michael Cirullo, City Attorney Maylee De Jesus, City Clerk *Mission* To create a sustainable community by providing exceptional municipal services, in a financially responsible manner. www.boynton-beach.org 1164 Welcome Thank you for attending the City Commission Meeting General Rules & Procedures for Public Participation at City of Boynton Beach Commission Meetings The Agenda: There is an official agenda for every meeting of the City Commissioners, which determines the order of business conducted at the meeting. The City Commission will not take action upon any matter, proposal, or item of business, which is not listed upon the official agenda, unless a majority of the Commission has first consented to the presentation for consideration and action. Consent Agenda Items: These are items which the Commission does not need to discuss individually and which are voted on as a group. Regular Agenda Items: These are items which the Commission will discuss individually in the order listed on the agenda. Voice Vote: A voice vote by the Commission indicates approval of the agenda item. This can be by either a regular voice vote with "Ayes & Nays" or by a roll call vote. Speaking at Commission Meetings: The public is encouraged to offer comment to the Commission at their meetings during Public Hearings, Public Audience, and on any regular agenda item, as hereinafter described. City Commission meetings are business meetings and, as such, the Commission retains the right to impose time limits on the discussion on an issue. Public Hearings: Any citizen may speak on an official agenda item under the section entitled "Public Hearings." Public Audience: Any citizen may be heard concerning any matter within the scope of the jurisdiction of the Commission - Time Limit - Three (3) Minutes. Regular Agenda Items: Any citizen may speak on any official agenda item(s) listed on the agenda after a motion has been made and properly seconded, with the exception of Consent Agenda Items that have not been pulled for separate vote, reports, and presentations. - Time Limit - Three (3) Minutes. Addressing the Commission: When addressing the Commission, please step up to either podium and state your name for the record. Decorum: Any person who disrupts the meeting while addressing the Commission may be ordered by the presiding officer to cease further comments and/or to step down from the podium. Failure to discontinue comments or step down when so ordered shall be treated as a continuing disruption of the public meeting. An order by the presiding officer issued to control the decorum of the meeting is binding, unless over-ruled by the majority vote of the Commission members present. 2165 1.Openings A.Call to Order - Mayor Ty Penserga 2.Other 3.Announcements, Community and Special Events And Presentations A.Proclamation of Haitian Flag Day and Haitian Heritage Month. B.Announce Spinning for Safety Bicycle Safety Event. Please turn off all cellular phones in the City Commission Chambers while the City Commission Meeting is in session. The City of Boynton Beach encourages interested parties to attend and participate in public meetings either in-person or via communications media technology online. To view and/or participate in the City Commission meeting online you have the following options: 1. Watch the meeting online, but not participate: You may watch the meeting via the GoToWebinar platform. Visit the City's website at www.boynton-beach.org to access the up-to-date link to the meeting. 2. Watch the meeting online and provide public comment during the meeting: To request to speak during the meeting, you can electronically "raise your hand" or type a question using the GoToWebinar platform. The meeting moderator will announce when it is your turn to speak or have your question addressed. Please note that time limits will be enforced so comments must be limited to no more than 3 minutes. For additional information or for special assistance prior to the meeting, please contact Maylee De Jesús, City Clerk at cityclerk@bbfl.us or (561) 742-6061. Roll Call Invocation by Commissioner Hay. Pledge of Allegiance to the Flag led by Commissioner Angela Cruz. Agenda Approval: 1. Additions, Deletions, Corrections 2. Adoption Information Items by members of the City Commission. Acknowledge and honor the Haitian residents of Boynton Beach by proclaiming Haitian Flag Day and Haitian Heritage Month. The proclamation will be accepted by Dayana Rios, from Plumosa School of the Arts. In recognition of Bicycle Safety Month, the Recreation and Parks Department is partnering with the Boynton Beach Police Department to host Spinning for Safety on 3166 C.Announce the Flag Placing Ceremony and the Memorial Day Veterans Ceremony. D.Presentation - 2023 Florida Legislative Session Updates. E.Presentation - Senior Advisory Board Annual Report. 4.Public Audience 5.Administrative 6.Consent Agenda A.Proposed Resolution No. R23-054- Nuisance Abatement Lien B.Sole source purchase of Yokogawa meters and meter components from Classic Controls, Inc. C.Proposed Resolution No. R23-055- Interlocal Agreement between Palm Beach County First Responders related "PSAP" (9-1-1 public safety answering point). D.Proposed Resolution No. R23-056- Boynton Beach Fire and Police Dock Phase 2. Saturday, May 20th, starting at 9:00 AM at the Ezell Hester Jr. Community Center at 1901 N. Seacrest Blvd. This event is free and open to the public. The Boynton Beach Veterans Task Force will host a Flag Placing Ceremony on Friday, May 26, 2023 at 8:00 A.M. at the Boynton Beach Memorial Park at 1611 S. Seacrest Blvd. The Task Force will be placing flags at the graves of all veterans currently laid to rest at the park. Volunteers are welcome to assist with flag placements. The Memorial Day Veterans Ceremony is scheduled for Sunday, May 28, 2023 at 2:00 P.M. at Boynton Beach Memorial Park located at 1611 S. Seacrest Blvd. This event is hosted by the Boynton Beach Veterans Task Force and the City of Boynton Beach and is free and open to the public. Legislative update by Florida Senator Lori Berman, District 26, and Florida House Representative Joseph Casello, District 90. Boynton Beach Senior Advisory Board to provide annual board report to the City Commission. Individual Speakers Will Be Limited To 3 Minute Presentations (at the discretion of the Chair, this 3 minute allowance may need to be adjusted depending on the level of business coming before the City Commission) Assess the cost of nuisance abatement on properties within the City of Boynton Beach. Authorize spending for the amount of $96,800 with Classic Controls, Inc. as the sole source supplier of Yokogawa meters and meter components for Water Treatment Plants and Water Wells. Approve and authorize the Mayor and City Manager to sign the Interlocal Agreement between Palm Beach County First Responders related "PSAP" (9-1-1 public safety answering point). Approve and authorize the Mayor to sign the resolution with Florida Inland Navigation District Waterways Assistance Program for Phase 2 of the Boynton Beach Fire and Police Dock. 4167 E.Task Order No. CRSUTL-01-2023 for Community Rating System 2023 Annual Recertification. F.Proposed Resolution No. R23-057- Award RFP No. EV23-023 - Fireworks Displays. G.Proposed Resolution No. R23-058- Police Department Security Agreement with The School Board of Palm Beach County H.Purchase of Variable Frequency Drives (VFDs) for the East Water Treatment Plant. I.Proposed Resolution No. R23-059- Interlocal Agreement with Palm Beach County for Joint Participation - Highview Road from Summit Road to Overlook Road. J.Proposed Resolution No. R23-060- General Consulting Services - Amendment and Extension. K.Proposed Resolution No. R23-061- Land Use Agreement - Journey Church Parking Lot (July 4, 2023). L.Proposed Resolution No. R23-062- Land Use Agreement - 3301 Quantum Parking Lot (July 4, 2023). Approve Task Order No. CRSUTL-01-2023 with Lori Lehr, Inc. in the amount of $78,500.00 in accordance with RFQ No. UTL23-001, Community Rating System (CRS) and Climate Resilience Planning Professional Support Services awarded by City Commission on May 2, 2023 for tasks associated with the Community Rating System 2023 yearly recertification. Approve and authorize the City Manager to sign an agreement with Zambelli Fireworks Manufacturing Co. of Boca Raton, FL as a result of RFP No. EV23-023 for the Fourth of July Fireworks displays for 2023 and 2024, with an additional three (3) one-year options to renew. Approve and authorize the proper City officials to sign a security agreement and Addendum concerning "Student Information", between The School Board of Palm Beach County and the City of Boynton Beach. The agreement provides Boynton Beach Police Officers at designated schools within the City of Boynton Beach while the School District works to hire additional full-time school Police Officers. Approve the purchase of two (2) variable frequency drives (VFDs) from Graybar Electric, Inc. in the amount of $88,720.00 through OMNIA Partners/Insight Public Sector government pricing for the East Water Treatment Plant - High Service Pumps No. 5 & 6 Improvements project. Approve and authorize the Mayor and City Manager to sign an Interlocal Agreement for Joint Participation with Palm Beach County for the relocation of utilities and the construction of utility adjustments on Highview Road from Summit Road to Overlook Road in the amount of $82,281.25, which includes a 25% contingency. Approve and Authorize the City Manager to execute Amendments with the Eleven (11) Consultants as a result of RFQ No. 046-2821-17/TP for General Consulting Services, and approve an extension of no more than 180 days with each Consultant or until new RFQ is executed whichever is less. Authorize the Mayor to sign a land use agreement between the City of Boynton Beach and Journey Church for the 4th of July event on Tuesday, July 4, 2023. Approve and authorize the Mayor to sign a land use agreement between the City of 5168 M.Rankings for RFQ No. UTL23-007 for Town of Hypoluxo Septic to Sewer - Progressive Design Build (PDB) - Grant Funded. N.Sole source purchase of Polyphosphate Corrosion Inhibitor from American Water Chemicals, Inc. O.Single source purchase of Antiscalant for nanofiltration water treatment from American Water Chemicals, Inc. P.Proposed Resolution No. R23-065- Collective Bargaining Agreement between the City and SEIU Florida Public Services Union, CTW, CLC, and Blue Collar Bargaining Unit. Q.Proposed Resolution No. R23-066- Grant Agreement for the Marketing and Digital Connectivity Small Business Grant Program, for Mancave for Men Boynton Beach LLC. R.Drive Safe Boynton S.Purchases for over $10,000 for April 2023. T.Commission Meeting Minutes. 7.Consent Bids and Purchases over $100,000 Boynton Beach and 3301 Quantum Owner LLC for the 4th of July event on Tuesday, July 4, 2023. Approve the rankings as recommended by the Selection Committee and authorize City staff to conduct negotiations with Foster Marine Contractors, the recommended top ranked proposer in response to the Request for Qualifications (RFQ) No. UTL23- 007 for Town of Hypoluxo Septic to Sewer - Progressive Design Build (PDB) - Grant Funded. At the completion of negotiations, the contract will be brought back to the Commission for approval. Authorize spending for the amount of $79,000 with American Water Chemicals, Inc. as the sole source supplier of AWC A-782 Polyphosphate Corrosion-Inhibitor for Water Treatment Plants. Authorize spending for the amount of $66,000 with American Water Chemicals, Inc. as the single source supplier of AWC A-102-Plus Antiscalant for the West Water Treatment Plant. The City Manager recommends approval for Commission to ratify SEIU Collective Bargaining Agreement for May 1, 2023 through April 30, 2026. Approve and authorize the City Manager to sign a Grant Agreement for the Marketing and Digital Connectivity Small Business Grant Program funding in the amount of $2,500 for Mancave for Men Boynton Beach LLC. Approve six (6) Drive Safe Boynton installations with Atlantic Southern Paving in the amount of $80,153.30, in accordance with the Asphalt and Sidewalk Rehabilitation Contract Bid No. PWE22-008, awarded by Commission on April 5, 2022, to provide permanent speed humps and pavement markings. Accept written report to the Commission for purchases over $10,000 for the month of April 2023. Approve minutes from the April 18, 2023 City Commission Meeting. 6169 A.Proposed Resolution No. R23-063- Operational purchase of NAPA for vehicle/equipment parts. B.Verizon Connect Telematics System for City Vehicles. C.Approve a purchase order for the Boynton Beach Blvd. 20-inch Sanitary Sewer Project Cured-In-Place Pipe Lining. D.Purchase Order for 8-inch Sanitary Sewer Repair. E.Resurfacing and Traffic Calming on North Railroad Ave, NE 11th, 12th, and 13th Avenues. F.Proposed Resolution No. R23-064- Interlocal Agreement between the City of Boynton Beach and the Boynton Beach Community Redevelopment Agency for the Use of Unit 8 at The Heart of Boynton Shops for the Neighborhood Officer Policing (NOP) Program and associated Lease Agreement with Wells Landing Apartments, LLC for Unit 8. G.Piggyback of Buyboard Contract with Boundtree Medical for the City's medical supplies. Approve and authorize the City Manager to sign the agreement for the operational purchase of a source of supply for certain auto, truck, and bus parts by Genuine Parts Company, in accordance with the terms & conditions set forth in the Sourcewell and NAPA Contract No. 110520-GPC, in the amount of $892,588 with an annual expenditure of $1,200,000 for the length of the contract. The Sourcewell Contract satisfies the City's Procurement requirements. Approve an annual blanket purchase order with Verizon Connect for telematics on City vehicles, piggybacking the State of Florida Department of Management Services Contract #DMA-19/20-006C for the length of contract term which expires on August 23, 2026, with an estimated annual expenditure of $225,000. Requesting Commission to approve expenditure with Granite Inliner, LLC as the lowest pre-qualified bidder as determined by review of bids submitted on April 7, 2023 for the Boynton Beach Blvd. 20-inch Sanitary Sewer Project in response to the Request for Bids for Cured-in-Place Pipe Lining, (Bid No. ITB 01-CIPP2-23) in the amount of $699,780.00 plus a 10% contingency of $69,978.00 if needed for staff approval of change orders for unforeseen conditions for a total expenditure of $769,758.00 based on unit costs provided by Granite Inliner, LLC. Approve a Confirming Purchase Order for $297,352.00 issued to Johnson-Davis Inc., for the emergency repair of an 8-inch gravity sewer main. Approve Task Order 158 with Atlantic Southern Paving in the amount of $337,382.70 in accordance with the Asphalt and Sidewalk Rehabilitation Contract (Annual Contract) Bid No PWE22-008, awarded by Commission on April 5, 2022, to provide asphalt and sidewalk rehabilitation to NE 11th Ave, NE 12th Ave, NE 13th Ave and N Railroad Ave between Seacrest Blvd and the FEC Railroad. Approving and authorizing the proper City officials to execute an Interlocal Agreement between the City of Boynton Beach and the Boynton Beach Community Redevelopment Agency for the Use of Unit 8 at The Heart of Boynton Shops for the Neighborhood Officer Policing (NOP) Program and the associated Lease Agreement with Wells Landing Apartments, LLC for Unit 8. 7170 H.Task Order UT-3E-07 for West Architecture + Design, LLC to complete design for the Utilities Administration building renovations at 124 East Woolbright Road. 8.Public Hearing 6 P.M. or as soon thereafter as the agenda permits. T he City Commission will conduct these public hearings in its dual capacity as Local Planning Agency and City Commission. 9.City Manager’s Report 10.Unfinished Business A.Continue discussion & selection of Ukraine Sister City. 11.New Business A.Discussion regarding Ordinance for giving preference to local businesses. B.Discussion Regarding Minimum Unit Size. 12.Legal A.Proposed Ordinance No. 23-009- First Reading- Towing Services Administrative Charge. B.Proposed Ordinance No. 23-010- First Reading- Historical Designation of 413 NE 12th Avenue. Approve piggyback of Buyboard Contract 704-23 with Boundtree Medical for the City's medical supplies on an as needed basis with an estimated annual purchase of $150,000. The Buyboard procurement process satisfies the City's competitive bid requirements. Approve Task Order UT-3E-07 for West Architecture + Design, LLC to provide Architectural and Engineering (Structural and MEP) services to renovate the existing Utilities Administration Building, 124 E. Woolbright Road in the amount of $130,290.00. Tabled from the April 18, 2023 City Commission Meeting. Discussion requested by Commissioner Cruz. Staff has completed a preliminary review of near-by municipality regulations as they relate to minimum unit sizes for multifamily and mixed-use projects, requested by Commissioner Cruz. Amending Chapter 14 "Motor Vehicles and Traffic" by creation of Section 14-5.1. Title "Towing Services Administrative Charge." Approve the request from Dr. Martha Light Meeks, the property owner for the designation of 413 NE 12th Avenue, and the addition of the c.1941 Wood Frame Vernacular, one-story single-family house to the City’s Local Registry of Historic Sites. 8171 13.Future Agenda Items A.Advisory Board Annual Reappointments and Appointments.- Tabled from April 4, 2023.-TBD B.Discussion for Ordinance regarding tints for paraphernalia shops.-TBD C.Discussion regarding future cemetery lots in Boynton Beach.-TBD D.Discuss and review Advisory Board Ordinance changes- first reading.-TBD E.Consider revised local rules for approval.-TBD F.Discussion regarding downtown parking master plan.-TBD G.Discussion regarding changing minimum requirements for traffic studies.-TBD H.Discussion regarding bringing more jobs to the City at former ToysRUS.-TBD I.Discussion regarding housing for the homeless in the City.-TBD 14.Adjournment City Commission to reappoint and appoint eligible members of the community to serve in vacant positions on City Advisory Boards. Discussion requested by Vice Mayor Turkin. Discussion requested by Commissioner Hay. Discussion requested by Commissioner Kelley. Discussion requested by Mayor Penserga. Discussion requested by Mayor Penserga. Discussion requested by Vice Mayor Turkin. Discussion requested by Vice Mayor Turkin. Discussion requested by Commissioner Hay. Notice If a person decides to appeal to any decision made by the City Commission with respect to any matter considered at this meeting, He/She will need a record of the proceedings and, for such purpose, He/She may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. (F.S. 286.0105) The City shall furnish appropriate auxiliary aids and services where necessary to afford an individual with a disability an equal opportunity to participate in and enjoy the benefits of a service, program, or activity conducted by the City. Please contact the City Clerk's office, (561) 742-6060 or (TTY) 1-800-955-8771, at least 48 hours prior to the program or activity in order for the City to reasonably accommodate your request. Additional agenda items may be added subsequent to the publication of the agenda on the City's web site. Information regarding items added to the agenda after it is published on the City's web site can be obtained from the office of the City Clerk. 9172 City of Boynton Beach Agenda Item Request Form 7.A Consent Bids and Purchases over $100,000 12/19/2023 Meeting Date: 12/19/2023 Proposed Resolution No. R23-187- A Resolution of the City Of Boynton Beach, Florida, approving Change Order No. 2 for Purchase Order 230742 With B&B Underground Construction in the amount of $207,649.96 for additional construction work increasing the contract amount to $3,003,845.89 and the contingency in the amount of $84,615.50 in accordance with Bid No. Utl22-036 for Dimick Road and Potter Road utility stormwater and water infrastructure improvements project awarded by the City Commission on October 18, 2022; and providing an effective date. Requested Action: Approve Proposed Resolution No. R23-187. Explanation of Request: The Lakeside Gardens area is prone to flooding, with water ponding during minor rainfall events and severe flooding during extreme rainfall events. Additionally, high tides during spring and King tides during the fall season cause additional water ponding, affecting the residents' daily lives in this area. On October 18, 2022, the City Commission approved the staff recommendation to Award Bid No. UTL22-036 to the lowest responsive and responsible bidder, B&B Underground Construction Inc., for a Bid amount of $2,645,441,75 for Dimick Road and Potter Road utility stormwater and water infrastructure improvements project in the Lakeside Gardens neighborhood located east of Federal Highway and adjacent to the Intracoastal Waterway. Since the initial bid and notice to proceed with construction, the gravity sanitary clay pipe in the neighborhood was found to be in need of replacement as it is reaching the end of life and can no longer be lined. It is more efficient and cost-saving for the Utility to replace the sanitary sewer system while improving the stormwater and water infrastructure system. The Change Order needed to replace the sanitary sewer pipe increases the contract time by 65 days and costs $246,159.68. 173 The initial construction completion date for this project was April 2024, and with the additional sanitary sewer replacement and other additional work, the construction is projected to be completed by July 2024. The projected completion date doesn’t include further delays due to weather or unexpected field conditions. Besides additional time, the change in scope is projected to increase the project's cost. The increase to PO 230742 is as follows: PO 220936 $2,645,441.75 CO 1 $ 249,159.68 CO 2 $ 109,244.46 Total $3,003,845.89 How will this affect city programs or services? This project addresses existing Lakeside Gardens neighborhood drainage issues and will result in an improved level of service to the neighborhood by reducing flooding and providing improved ingress/egress during and after storm events. In addition, the existing water mains and gravity sanitary line are being replaced, resulting in improved level of service and fire protection for the neighborhood. Fiscal Impact: Funds for the project are available in the Utilities CIP accounts. Increase by $207,649.96 Attachments: R23-187 Res_23- Change_Orde,r_No_2__to_Contract_with_B_B_Underground__Dimick_Road__-_Reso (2).docx PO 230742 - B&B Underground 12-20-22.pdf B & B Underground - Lakeside Gardens - CO # 1 _ PO 230742.pdf CO #2 Explanation.docx PO# 230742 - Change Order # 2 EXPLANATION.pdf 174 C:\Users\EASYPD~1\Appdata\Local\Temp\BCL Technologies\Easypdf 8\@BCL@BC0B329C\@BCL@BC0B329C.Docx RESOLUTION NO. R23-1871 2 A RESOLUTION OF THE CITY OF BOYNTON BEACH, FLORIDA, 3 APPROVING CHANGE ORDER NO. 2 FOR PURCHASE ORDER 230742 4 WITH B&B UNDERGROUND CONSTRUCTION IN THE AMOUNT OF 5 $207,649.96 FOR ADDITIONAL CONSTRUCTION WORK INCREASING 6 THE CONTRACT AMOUNT TO $3,003,845.89 AND THE CONTINGENCY 7 IN THE AMOUNT OF $84,615.50 IN ACCORDANCE WITH BID NO. 8 UTL22-036 FOR DIMICK ROAD AND POTTER ROAD UTILITY 9 STORMWATER AND WATER INFRASTRUCTURE IMPROVEMENTS 10 PROJECT AWARDED BY THE CITY COMMISSION ON OCTOBER 18, 11 2022; AND PROVIDING AN EFFECTIVE DATE.12 13 WHEREAS, on October 18, 2022, City Commission approved the staff 14 recommendation to Award Bid No. UTL22- 036 to the lowest responsive and responsible 15 bidder, B&B Underground Construction Inc., for a Bid amount of $2,645,441,75 for Dimick 16 Road and Potter Road utility stormwater and water infrastructure improvements project in 17 the Lakeside Gardens neighborhood located east of Federal Highway and adjacent to the 18 Intracoastal Waterway; and19 WHEREAS, since the initial bid and notice to proceed with construction, the gravity 20 sanitary clay pipe in the neighborhood was found to need replacing as it is reaching the end 21 of life and can no longer be lined; and22 WHEREAS, the Change Order needed to replace the sanitary sewer pipe increases 23 the contract time by 65 days and cost by $246,159.68; and24 WHEREAS,the City Commission of the City of Boynton Beach, upon 25 recommendation of staff, deems it to be in the best interest of the citizens and residents to 26 approve Change Order No. 2 for Purchase Order 230742 with B&B Underground 27 Construction in the amount of $207,649.96 for additional construction work increasing the 28 contract amount to $3,003,845.89 and the contingency in the amount of $84,615.50 in 29 accordance with BID No. UTL22-036 for Dimick Road and Potter Road utility stormwater and 30 water infrastructure improvements project awarded by the City Commission on October 18, 31 2022.32 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF 33 BOYNTON BEACH, FLORIDA, THAT:34 Section 1.The foregoing "Whereas" clauses are hereby ratified and confirmed as 35 175 C:\Users\EASYPD~1\Appdata\Local\Temp\BCL Technologies\Easypdf 8\@BCL@BC0B329C\@BCL@BC0B329C.Docx being true and correct and are hereby made a specific part of this Resolution upon adoption.36 Section 2.The City Commission of the City of Boynton Beach, Florida, hereby 37 approves Change Order No. 2 for Purchase Order 230742 with B&B Underground 38 Construction in the amount of $207,649.96 for additional construction work, increasing the 39 contract amount to $3,003,845.89 and the contingency in the amount of $84,615.50 in 40 accordance with BID No. UTL22-036 for the Dimick Road and Potter Road utility stormwater 41 and water infrastructure improvements project was awarded by the City Commission on 42 October 18, 2022. A copy of Change Order No. 2 is attached hereto and incorporated herein 43 as Exhibit “A.”44 Section 3.That this Resolution shall become effective immediately.45 PASSED AND ADOPTED this 19th day of December, 2023.46 CITY OF BOYNTON BEACH, FLORIDA47 48 YES NO49 50 Mayor – Ty Penserga __________51 52 Vice Mayor – Thomas Turkin __________53 54 Commissioner – Angela Cruz __________55 56 Commissioner – Woodrow L. Hay __________57 58 Commissioner – Aimee Kelley __________59 60 VOTE ______61 62 63 ATTEST:64 65 ___________________________________________________________66 Maylee De Jesús, MPA, MMC Ty Penserga67 City Clerk Mayor68 69 APPROVED AS TO FORM:70 (Corporate Seal)71 _______________________________72 Shawna G. Lamb73 City Attorney74 176 177 178 179 LAKESIDE GARDENS STORMWATER UTILITY IMPROVEMENTS CHANGE ORDER #2 – EXPLANATION AND BACKUPS 1. Bid Schedule Item 26A - 8" RJ DIP Watermain = 60LF x $95.00 = $5,700.00: Due to field conditions, additional 60LF of 8” DIP Restrain Joint (RJ) pipe was installed instead of 8” PVC Push-on. 2. Bid Schedule Item 26B - 8" DIP Push-on Watermain = 13LF x $65.00 = $845.00. Due to field conditions, additional 13LF of 8” DIP Push-on pipe was installed instead of 8” PVC Push-on. 3. Bid Schedule Item 27 - 8" Gate Valve (Sta. 20+60) = 1ea x $2,550.00 = $2,550.00. Per Utilities request, an additional valve was installed at west end of N. Lake Dr. 4. WCD #01 - Bid Schedule Item 28B - 1" Single Water Service Long = 2EA x $2,300.00 = $4,600.00. See attached Work Change Directive #1. 5. Bid Schedule Item 33B - 6" PVC C900 Lateral (2600 N. Lake Dr. empty lot) = 1EA x $5,250.00 = $5,250.00. See attached Work Change Directive #1. 6. WCD #03 - Bid Schedule Item 33B - 6" PVC C900 Lateral = 1EA x $5,250.00 = $5,250.00. See attached Work Change Directive #3. 7. Extra Work Item - 6" DIP P-401 Sewer Lateral at 2626 N. Federal Hwy = $3,259.15. See attached cost proposal reviewed and accepted by Utilities. 8. Bid Schedule Item 50D - FPU Utility expenses = $1,310.00. In the schedule of bid items was included an allowance of $50,000.00 for FPU Utility expenses for relocation of gas lines. The actual cost was $51,310.00. The difference of $1,310.00 is to be addressed with this change order. Attached is copy of the invoice from FPU. 9. WCD #04 - Townhome Utility Service = $26,706.90. The developer of Potter Townhomes, requested the City to install now a 8” PVC C900 sewer line up to the property line for future connection, and a 8” PVC C900 water line (and 8” valve) up to the property line for future connection. Location of the stub outs were provided, and based on that the Contractor provided the attached proposal. This cost will be paid back to the City by the developer in the future, per email from Chris Roschek to Matthew Kahn (Developer) dated 5/18/23 (attached).3 days of additional time. 10. Extra Work Item - Watermain Alignment shift N. Lake Drive = $6,265.75. Received proposal. 1 day of additional time. 180 11. Extra Work Item – Remove and repave existing asphalt driveway at 2601 N. Lake Dr. = $11,379.98. Negotiated with owner as a condition for him to sign the outfall seawall penetration. See attached cost proposal reviewed and accepted by Utilities.2 days of additional time. 12. WCD #05 – Rework Existing Manhole Flow Channels = $1,500.00. See attached cost proposal reviewed and accepted by Utilities.1 day of additional time. 13. Additional unforeseen costs associated with the installation of the 36" and 6" outfall piping =$11,938.98. Work consisted of supplying PZ27 sheet piles and an additional 10cy of 4,000 psi concrete to maintain the structural integrity of the dilapidated existing seawall. See attached cost proposal reviewed and accepted by Utilities. 14. WCD #06 – Install Casing in manhole MH-S-3 = $36,478.70. Refer to attached Work Change Directive #6 and cost proposal. See attached cost proposal reviewed and accepted by Utilities.5 days of additional time. 15. Replenish Contingency =`$84,615.50 for unforeseen conditions and possible additional work related to storm. Remaining Contingency: $15,384.50. Total requested Contingency: $84,615.50 + $15,384.50 = $100,000.00. TOTAL CHANGE ORDER #2: $207,649.96 Additional Time: 65 days for CO #1 and 12 days for CO #2. Total Time Extension: 77 days 181 BID SCHEDULE TIME ITEM ITEM/WCD DESCRIPTION STORM WATER SEWER TOTAL EXTENSION 1 26A Overrun. Additional 60LF of 8" DIP Restrain Joint 5,700.00$ 5,700.00$ 2 26B Overrun. Additional 13LF of 8" DIP Push-on 845.00$ 845.00$ 3 27 Overrun. Additional 8" Gate Valve 2,550.00$ 2,550.00$ 4 28B/WCD #01 Overrrun. Additional 2 - 1" Single Water Services Long 4,600.00$ 4,600.00$ 5 33B/WCD #01 Overrun. Additional 6" PVC C900 Sanitary Lateral 5,250.00$ 5,250.00$ 6 33B/WCD #03 Overrrun. Additional 6" PVC C900 Sanitary Lateral 5,250.00$ 5,250.00$ 7 Extra Work 6" DIP P-401 Sanitary Lateral 3,259.15$ 3,259.15$ 8 50D Additional Florida Public Utility Expenses (Gas)1,310.00$ 1,310.00$ 9 WCD #04 Potter Townhomes Utility Services: 8" PVC C900 Water Stubout and 8" PVC C900 Sewer Stubout 13,353.45$ 13,353.45$ 26,706.90$ 3 DAYS 10 Extra Work Watermain Alignment Shift on N. Lake Dr.6,265.75$ 6,265.75$ 1 DAY 11 Extra Work Remove and Repave Existing Asphalt Driveway at 2601 N. Lake Dr. 11,379.98$ 11,379.98$ 2 DAYS 12 WCD #05 Rework 2 Existing Manhole Flow Channels 1,500.00$ 1,500.00$ 1 DAY 13 Extra Work Additional unforeseen costs associated with the installation of the 36" and 6" outfall piping 11,938.98$ 11,938.98$ 14 WCD #06 Install Casing on Sanitary Pipe in Conflict Manhole MH-S-3.36,478.70$ 36,478.70$ 5 DAYS 15 Replenish Contingency 84,615.50$ 84,615.50$ TOTALS 109,244.46$ 33,314.20$ 65,091.30$ 207,649.96$ 12 DAYS AMOUNT PER ACCOUNT* LAKESIDE GARDENS STORMWATER UTILITY IMPROVEMENTS CHANGE ORDER #2 182 City of Boynton Beach Agenda Item Request Form 7.B Consent Bids and Purchases over $100,000 12/19/2023 Meeting Date: 12/19/2023 Proposed Resolution No. R23-188- A Resolution of the City Of Boynton Beach, Florida, approving Amendment No. 1 to PO 211392 (Task Order UT-3B-02) with Aecom in the amount of $258,799.32 for additional engineering services to support the Coquina Cove stormwater, water main and sanitary sewer improvements project increasing the contract to $441,999.32 In accordance with RFQ No. 046-2821-17/TP, General Consulting Services contract, scope Category B awarded by City Commission on August 20, 2018, and renewed through February 2024; and providing an effective date Requested Action: Approve Proposed Resolution No. R23-188. Explanation of Request: Boynton Beach Utilities is utilizing the General Consulting Services Contract (RFQ No. 046- 2821-17/TP) to support implementation of the Utilities Capital Improvement Projects. AECOM will provide data collection, stormwater modeling, water main and sanitary sewer upgrades, construction plans and specifications, permitting assistance, bid phase services, public engagement and limited support services during construction for the Coquina Cove stormwater, Water Main and Sanitary Sewer improvements project. The Coquina Cove project design requires an additional stormwater outfall at the east end of Shore Drive. The City is continuing to work with property owners to secure a drainage easement at an optimal location. AECOM completed the design through the 60% submittal; however, the project was placed on hold pending the City’s negotiations to secure the additional drainage easement. Since that time, there have been discussions with FPL and other utility companies regarding undergrounding utilities in the neighborhood. Additionally, the existing gravity sewer system is aged and has surpassed its useful life and needs to be replaced. In September 2022, Utilities applied to the Resilient Florida Grant program for funding. In August 2023, the Florida Department of Environmental Protection (FDEP) informed the City that it was selected to receive $1.5M. 183 The City is currently negotiating a grant agreement with FDEP and moving forward with the project design by evaluating two options; either a phased implementation of the project, completing the project in areas that don't need the stormwater outfall or a full project implementation if the necessary Shore Drive easement is available and obtained by the City. The proposed increase to PO 211392 is as follows: PO 211392 $183,200.00 Amendment #1 $258,799.32 Total $441,999.32 How will this affect city programs or services? The project will address existing drainage issues and result in an improved level of service to the neighborhood to reduce flooding and provide improved ingress/egress during major and minor storm events. In addition, the existing water main and gravity sanitary line are being replaced, resulting in improved water and sewer service and fire protection for the neighborhood. Fiscal Impact: Budgeted Funds for the project are available in the Utilities CIP accounts for Coquina Cove Improvements. 403-5000-538-65.09 Stormwater 403-5000-533-65.02 Water 403-5000-535-65.04 Wastewater Attachments: R23-188 Res._No._Amendment_No_1_AECOM__Coquina_Cove_ (1).docx 20231128_AECOM_A-1_Scope of Work _Coquina Cove.pdf 184 Coquina Cove Easement Needs Map.pdf 185 C:\Users\EASYPD~1\Appdata\Local\Temp\BCL Technologies\Easypdf 8\@BCL@5C082302\@BCL@5C082302.Docx RESOLUTION NO. R23-1881 2 A RESOLUTION OF THE CITY OF BOYNTON BEACH, FLORIDA, 3 APPROVING AMENDMENT No. 1 TO PO 211392 (TASK ORDER UT -4 3B-02) WITH AECOM IN THE AMOUNT OF $258,799.32 FOR 5 ADDITIONAL ENGINEERING SERVICES TO SUPPORT THE COQUINA 6 COVE STORMWATER,WATER MAIN AND SANITARY SEWER 7 IMPROVEMENTS PROJECT INCREASING THE CONTRACT TO 8 $441,999.32 IN ACCORDANCE WITH RFQ NO. 046-2821-17/TP, 9 GENERAL CONSULTING SERVICES CONTRACT, SCOPE CATEGORY B 10 AWARDED BY CITY COMMISSION ON AUGUST 20, 2018, AND 11 RENEWED THROUGH FEBRUARY 2024; AND PROVIDING AN 12 EFFECTIVE DATE.13 14 WHEREAS, Boynton Beach Utilities is utilizing the General Consulting Services 15 Contract (RFQ No. 046-2821-17/TP) to support the implementation of the Utilities Capital 16 Improvement Projects; and17 WHEREAS, AECOM will provide data collection, stormwater modeling, water main 18 and sanitary sewer upgrades, construction plans and specifications, permitting assistance, 19 bid phase services, public engagement, and limited support services during construction for 20 the Coquina Cove stormwater, Water Main and Sanitary Sewer improvements project; and21 WHEREAS, the Coquina Cove project design requires an additional stormwater 22 outfall at the east end of Shore Drive; and23 WHEREAS,the City Commission of the City of Boynton Beach, upon 24 recommendation of staff, deems it to be in the best interest of the citizens and residents to 25 approve Amendment No. 1 to PO 211392 (Task order UT -3B-02) with AECOM in the amount 26 of $258,799.32 for additional engineering services to support the Coquina Cove Stormwater, 27 Water Main and Sanitary Sewer Improvements project increasing the contract to $441,999.32 28 in accordance with RFQ No. 046-2821-17/TP, General Consulting Services Contract, Scope 29 Category B awarded by City Commission on August 20, 2018 and renewed through February 30 2024.31 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF 32 BOYNTON BEACH, FLORIDA, THAT:33 Section 1.The foregoing "Whereas" clauses are hereby ratified and confirmed as 34 being true and correct and are hereby made a specific part of this Resolution upon adoption.35 186 C:\Users\EASYPD~1\Appdata\Local\Temp\BCL Technologies\Easypdf 8\@BCL@5C082302\@BCL@5C082302.Docx Section 2.The City Commission of the City of Boynton Beach, Florida, hereby 36 approves Amendment No. 1 to PO 211392 (Task order UT -3B-02) with AECOM in the 37 amount of $258,799.32 for additional engineering services to support the Coquina Cove 38 Stormwater, Water Main and Sanitary Sewer Improvements project increasing the contract 39 to $441,999.32 in accordance with RFQ No. 046-2821-17/TP, General Consulting Services 40 Contract, Scope Category B awarded by City Commission on August 20, 2018 and renewed 41 through February 2024. A copy of Amendment No. 1 to PO 211392 is attached hereto and 42 incorporated herein as Exhibit “A.”43 Section 3.That this Resolution shall become effective immediately.44 PASSED AND ADOPTED this 19th day of December, 2023.45 CITY OF BOYNTON BEACH, FLORIDA46 47 YES NO48 49 Mayor – Ty Penserga __________50 51 Vice Mayor – Thomas Turkin __________52 53 Commissioner – Angela Cruz __________54 55 Commissioner – Woodrow L. Hay __________56 57 Commissioner – Aimee Kelley __________58 59 VOTE ______60 61 62 ATTEST:63 64 ___________________________________________________________65 Maylee De Jesús, MPA, MMC Ty Penserga66 City Clerk Mayor67 68 APPROVED AS TO FORM:69 (Corporate Seal)70 _______________________________71 Shawna G. Lamb72 City Attorney73 74 187 188 ATTACHMENT A AMENDMENT TO TASK ORDER # UT-3B-02 COQUINA COVE DRAINAGE AND WATER IMPROVEMENT PROJECT City of Boynton Beach City of Boynton Beach RFQ No.046-2821-17/TP/Contract No. 046282117 Scope Category B – Infrastructure Improvements and Evaluations November 28, 2023 189 Civil Engineering Services - Coquina Cove – Amendment to Task Order #UT-3B-02 Prepared for: City of Fort Lauderdale AECOM Table of Contents 1. Background and Purpose ................................................................................................................................... 3 2. Scope of Services ............................................................................................................................................... 4 2.1.1 Task 1 – Project Meetings ........................................................................................................................ 4 2.1.2 Task 2 – Data Collection .......................................................................................................................... 4 2.1.2.1 Task 2 Deliverables ................................................................................................................................. 4 2.1.3 Task 3 – Hydraulic and Hydrologic Modeling and 60% Design Review .................................................. 4 2.1.3.1 Task 3 Deliverables ............................................................................................................................... 55 2.1.4 Task 4 – Design Development and Construction Documents (90 Percent Design) ............................... 55 2.1.4.1 Task 4 Deliverables ............................................................................................................................... 88 2.1.5 Task 5 – Design Development and Construction Documents (100 Percent Design) ............................. 88 2.1.5.1 Task 5 Deliverables ............................................................................................................................... 88 2.1.6 Task 6 - Permitting ................................................................................................................................. 88 2.1.6.1 Task 6 Deliverables ............................................................................................................................... 88 2.1.7 Task 7 – Bid Phase and Construction Award Assistance ....................................................................... 99 2.1.7.1 Task 7 Deliverables ............................................................................................................................... 99 2.1.8 Task 8 – Conformed Documents ........................................................................................................... 99 2.1.8.1 Task 8 Deliverables ............................................................................................................................... 99 2.1.9 Task 9 – Limited Construction Support Services ................................................................................... 99 2.1.10 Task 10 – Public Outreach ..................................................................................................................... 99 3. Assumptions ................................................................................................................................................. 1010 4. Obligations of the City ................................................................................................................................... 1010 Appendix A – Project Location ................................................................................................................................. 1122 Appendix B – Fee Schedule ....................................................................................................................................... 133 Appendix C – Public Outreach Services Scope and Fee ......................................................................................... 1144 Tables Table 1 - Preliminary List of Specifications ..................................................................................................................... 5 Table 2 - Preliminary List of Drawings ............................................................................................................................ 6 Table 3 - Preliminary Design Schedule ........................................................................................................................ 99 190 Civil Engineering Services - Coquina Cove – Amendment to Task Order #UT-3B-02 Prepared for: City of Boynton Beach AECOM 3 1. Background and Purpose The Coquina Cove neighborhood is located east of US 1, west of the Intracoastal Waterway, south of NE 15th Place and north of the Boynton Canal. The neighborhood is approximately 15.5 acres in size and consists of two roadways, Ocean Inlet Drive and Shore Drive, and 64 single-family residences. The existing drainage network is insufficient to serve the area and needs to be modified and supplemented. There are four existing small outfalls. Under Task Order #UT-3B-02 issued on July 28, 2021, the City authorized AECOM to provide engineering services including design, permitting, construction phase and public outreach services to complete a drainage and water main improvement project with replacement of an existing AC watermain on Ocean Inlet Drive and associated utility relocation to accommodate the proposed drainage system. The City is looking for alternatives to improve drainage in the neighborhood. AECOM completed the design through the 60% submittal; however, the project was placed on hold pending the City’s negotiations to secure an additional drainage easement. Since that time, there have been discussions with FPL and other utility companies regarding undergrounding utilities in the neighborhood. Additionally, the existing gravity sewer system is aged and has surpassed its useful life. To investigate other alternatives, the City authorized AECOM on August 16, 2023 to proceed with a test boring to determine whether it was feasible to install a gravity drainage well for stormwater discharge. There is potential that a drainage well could be used in conjunction with a new and/or improved outfall to facilitate drainage. The City has requested the assistance of AECOM to provide additional engineering design, bidding, limited support construction services and public outreach in this Amendment for the following services:  Revise hydrologic and hydraulic calculations to incorporate the ability to convey runoff to either of two potential outfall locations and/or to a drainage well if it is determined to be feasible. Incorporate additional drainage feature(s) for the entrance to the community off Federal Highway.  The replacement of 2,700 linear feet of gravity sewer pipes and manhole rehabilitation in the Coquina Cove community. The outdated utility will be replaced with approximately 2,700 linear feet of 8-inch PVC Pipe, rehabilitation of approximately twelve (12) gravity manholes, sanitary laterals and clean-outs, and rehabilitation of the existing lift station along Ocean Inlet Drive, and Shore Drive to Federal Highway.  There is an existing ductile iron water main on Shore Drive that is in good condition, according to the City. However, the City would like fire protection system improvements to include fire hydrants on Shore Drive designed in compliance with City standards.  Additional services performed since the project was placed on “hold” include additional site meetings on outfall locations and utility coordination, additional conference calls with City staff and utilities, and public engagement services. The intent of services to be provided by AECOM under this Amendment is to: 1. Complete engineering design services necessary to prepare contract documents to support permitting, bidding and construction of the replacement and rehabilitation of the project. 2. Provide support to City staff for utility coordination. 3. Provide Limited Support Construction Services during the construction phase and certification of the project. 4. Provide additional Public Outreach services for neighborhood meetings and utility coordination. 191 Civil Engineering Services - Coquina Cove – Amendment to Task Order #UT-3B-02 Prepared for: City of Boynton Beach AECOM 4 2. Scope of Services The scope of services and work to be provided by AECOM consists of the following phases and tasks. 2.1.1 Task 1 – Project Meetings AECOM will attend meetings with representatives of the City to understand operational needs, communicate design progress, conduct design reviews, coordinate with regulatory agencies during pre- and post-application stages of the permitting process, and facilitate follow-up discussions that promote timely approvals of permits. The following meetings are contemplated as part of this project: a. Project kick-off meeting with City Utilities to include discussion on the following:  Status of the previous review comments the City provided early 2022 (also applicability)  How to improve drainage at the entrance to Coquina Cove  Approaches for phasing implementation  SFWMD permitting  Sanitary replacement  How the test well to evaluate the feasibility for a Class V drainage well fits into the amendment scope and design  Grant schedule  Pre-application meeting with SFWMD to address possibility of outfall at two different locations (seagrass inventory for both, other issues they could identify, that may affect the design/permitting)  FPL coordination related to underground of powerlines. b. Meeting with City of Boynton Beach Utility Wastewater Collection staff c. Conference call to discuss site inspection findings. d. Pre-bid Meeting 2.1.2 Task 2 – Data Collection AECOM will undertake a data collection/acquisition exercise to obtain information that is pertinent to developing the final approach in terms of replacement and rehabilitation of the gravity system. As such, AECOM will conduct one (1) field reconnaissance visit. A condition assessment of the lift station vault structure will be conducted at this time. AECOM will review record documents provided by the City (including pump station as-builts, existing equipment cut- sheets and easement information); secure a utility design ticket; and coordinate with stakeholders and utility owners to obtain as-built data for structures within the project corridor and other utilities (including telecommunications, electrical, fiber optic, gas, and drainage). 2.1.2.1 Task 2 Deliverables 1. Design Ticket Report 2.1.3 Task 3 – Hydraulic and Hydrologic Modeling and 60% Design Review Memorandum The Hydrologic and Hydraulic (H&H) model will be updated to include revised drainage on Shore Drive designed to convey runoff to two (2) potential outfall easement locations and/or a drainage well, should a well be determined to be feasible. Once the H&H modeling is completed a 60% Design Memorandum will be prepared. 192 Civil Engineering Services - Coquina Cove – Amendment to Task Order #UT-3B-02 Prepared for: City of Boynton Beach AECOM 5 2.1.3.1 Task 3 Deliverables 1. ICPR Model 2. Drainage Report to support the SFWMD Environmental Resource permit application. 3. 60% Design Memorandum 2.1.4 Task 4 – Design Development and Construction Documents (90 Percent Design) This task consists of Contract Documents that include design drawings and technical specifications, estimated construction costs, and schedule. The design shall be in accordance with the City of Boynton Beach accepted standards, the Florida Department of Environmental Protection (FDEP) regulatory requirements, and applicable sections for the Ten State Standards. Contract Documents will be revised in accordance with City review comments. The design development and construction documents will include: 1. Lift Station Rehabilitation: i. Remove and replace lift station piping. ii. Wet well repairs and coating. iii. Prepare temporary Bypass pumping plan during the lift station rehabilitation. 2. Gravity Sewer System: i. Remove and dispose of existing 8” Vitrified Clay pipe (VCP). ii. Rehab existing sanitary sewer manhole. iii. Plan and profile of new 8-inch C-900 PVC gravity sewer pipe at same elevation as existing pipe. iv. Design and detail for sanitary laterals and clean-outs. v. Trench repairs and site restoration. 3. Water System: i. Remove and dispose of existing Asbestos Cement (AC) pipe. ii. Review of fire flow analysis and locate fire hydrants. iii. Plan and profile of new water main. iv. Trench repairs and site restoration. 4. Paving, Grading and Drainage System – Revise the original 60% Design to include pipe capacity on Shore Drive to convey runoff either of two potential outfall locations and/or a drainage well (if it is determined to be feasible), and additional drainage features in the entrance area. Update the hydrologic and hydraulic model to reflect the proposed revisions. The revised calculations will support the SFWMD Environmental Resource Permit application. 5. Opinion of Probable Construction Cost (OPCC) – An OPCC will be developed at the 90 and 100 percent submittal. The cost estimate will be provided using American Association of Cost Engineers (AACE) definitions of class 3 with +/- 10 to 20 percent range of accuracy. 6. Bid Ready Specifications and Construction Drawings – The construction documents will be heavily reliant on available as-builts, and Topographic survey and subsurface Utility Exploration. The entirety of the existing conditions will be based on provided as-builts, photographs, and site observations. A preliminary list of the anticipated construction specifications and construction drawings are provided on the following two tables. For Division 1, 2 and 3 specifications, AECOM will utilize the City’s standard specifications and supplement, as needed. Table 1 - Preliminary List of Specifications DIVISION 01 - GENERAL REQUIREMENTS 01010 SUMMARY OF WORK 193 Civil Engineering Services - Coquina Cove – Amendment to Task Order #UT-3B-02 Prepared for: City of Boynton Beach AECOM 6 01025 MEASUREMENT AND PAYMENT (UNIT PRICE) BID FORM DIVISION 02 - EXISTING CONDITIONS (City Utility Standard Specifications) 02 01 20 PROTECTING EXISTING UNDERGROUND UTILITIES 02 01 30 CONNECTIONS TO EXISTING BURIED PIPELINES 02 06 00 AGGREGATE MATERIALS 02 08 20 MANHOLES AND STRUCTURES 02 11 20 ACP REMOVAL AND DISPOSAL 02 23 00 SITE CLEARING 02 30 00 EARTHWORK 02 32 00 TRENCHING AND EXCAVATION 02 32 19 SUBSURFACE UTILITY LOCATING (POTHOLING) 02 32 20 DEWATERING AND DRAINAGE 02 32 40 BACKFILL 02 41 00 DEMOLITION 02 51 30 PUBLIC WATER AND RECLAIMED WATER DISTRIBUTION SYSTEMS 02 51 60 DISINFECTION OF POTABLE WATER DISTRIBUTION SYSTEMS 02 53 80 SANITARY SEWER SYSTEM 02 63 00 STORM DRAINAGE 02 66 80 VALVES AND APPURTENANCES 02 73 00 MILLING OF EXISTING ASPHALT PAVEMENT 02 74 00 SUBGRADE, BASE COURSE & ASPHALT 02 92 25 SODDING 02 93 00 EXTERIOR PLANTS 02 96 00 RESTORATION OF SURFACE IMPROVEMENTS DIVISION 03 – CONCRETE (City Utility Standard Specifications) 03 01 30 CONCRETE REPAIR 03 15 00 CONCRETE JOINTS AND ACCESSORIES 03 30 00 CAST-IN-PLACE CONCRETE 03 60 00 GROUT 03 93 00 CONCRETE REHABILITATION DIVISION 31 - EARTHWORK (City Utility Standard Specifications) 31 50 00 EXCAVATION SUPPORT SYSTEMS Table 2 - Preliminary List of Drawings GENERAL G-000 COVER G-100 NOTES, LEGEND, AND ABBREVIATIONS G-101 GENERAL NOTES G-102 KEY SHEET G-200 TOPOGRAPHIC SURVEY 194 Civil Engineering Services - Coquina Cove – Amendment to Task Order #UT-3B-02 Prepared for: City of Boynton Beach AECOM 7 G-201 EXISTING SITE CIVIL D-100 DEMOLITION PLANS (1 THRU 4) C-100 EROSION CONTROL PLANS C-101 STORMWATER PLAN AND PROFILE, AND PAVING (1 THRU 8) C-109 CIVIL DETAILS W-100 WATER PLAN AND PROFILE (1 THRU 6) W-107 WATER DETAILS S-100 SANITARY SEWER PLAN AND PROFILE (1 THRU 8) S-109 SANITARY SEWER DETAILS S-110 LS PIPING REPLACEMENT DETAIL 195 Civil Engineering Services - Coquina Cove – Amendment to Task Order #UT-3B-02 Prepared for: City of Boynton Beach AECOM 8 2.1.4.1 Task 4 Deliverables 1. 90% Design Plans 2. 90% Specification Package 3. 90% OPCC 2.1.5 Task 5 – Design Development and Construction Documents (100 Percent Design) AECOM will prepare final drawings and technical specifications at the 100% deliverable milestone. This task includes services to complete design and construction documents that consist of construction drawings, technical specifications, OPCC, and Schedule of bid items (SOBI). 2.1.5.1 Task 5 Deliverables 1. Final Construction Plans 2. Final Bid Ready Specifications 3. OPCC and SOBI 2.1.6 Task 6 - Permitting AECOM shall undertake early permitting coordination, including pre-application meetings, at the 60% phase. It is anticipated that the permit/approval agencies of the project are South Florida Water Management District (SFWMD), Florida Department of Transportation (FDOT), and Florida Department of Environmental Protection (FDEP) and Florida Department of Health (DOH).The permits include the following:  SFWMD Environmental Resource Permit  FDOT Right-of-Way Permit for Connection  Florida Department of Environmental Protection/Department of Health: Permitting will consist of preparing the appropriate permit application(s) for submittal to FDEP/DOH for water and wastewater utilities. One (1) meeting with SFWMD is anticipated. AECOM will prepare responses for Requests for Additional Information (RAI) made by regulatory agencies following submittal of the permit applications. AECOM shall obtain City’s approval in writing of any resubmittals. AECOM shall incorporate permit agency comments into the 100% contract documents (bid ready). The selected contractor will be responsible for obtaining City’s ROW, MOT, and any other permits as necessary. Preparation or assistance with these applications for other permits for the above agencies or for other regulatory agencies beyond that specified above by AECOM will be considered an Additional Services item. Such additional permits not included in this scope of work may include, but are not limited to, right-of-way construction permits, MOT, Asbestos Handling/Disposal notifications permits, and tree removal permits. If any dewatering permits are necessary to conduct the work, their acquisition will be the responsibility of the contractor. The application packages for the above listed permits may include:  Permit application forms  Project Description/Location  Project Purpose  Signed and sealed sketches or plans 2.1.6.1 Task 6 Deliverables 1. Pre-Application Meeting Summary 2. Permit Application Forms 196 Civil Engineering Services - Coquina Cove – Amendment to Task Order #UT-3B-02 Prepared for: City of Boynton Beach AECOM 9 2.1.7 Task 7 – Bid Phase and Construction Award Assistance This effort will include attending a pre-bid meeting and responding to Contractor questions, and evaluating bids. These efforts will include: 1. Pre-bid Briefing – Due to the nature of the work, AECOM recommends the City make the Pre-Bid Briefing mandatory and the lift station made accessible for visual assessment by potential bidders. Presentation materials will be developed, and a presentation given to potential bidders. This presentation will highlight the critical issues of sequence of construction and suitable methods for rehabilitation. 2. RFI Questions Response – Responses to potential bidders’ questions will be provided. This effort will be coordinated directly with City Utilities and Procurement staff to ensure established protocol is followed.(Five RFI responses are assumed). 3. Bid Tabulation Review and Award Recommendation – Once the bids are received, the City will be provide a bid tabulation. AECOM will review the Bid Tabulation, verify references and the suitability of the lowest bid(s) and qualifications of the Contractor(s) to perform the work, recommending award to the lowest, responsive, responsible bidder. If deviations or concerns are noticed, they will be brought to the City’s attention. 2.1.7.1 Task 7 Deliverables 1. Attend Pre-bid meeting and mandatory site visit 2. Responses to RFI questions 3. Evaluation of bid proposals and award recommendation 2.1.8 Task 8 – Conformed Documents After Bid Phase Services, AECOM will prepare Conformed Documents that reflect the actual documents bid by the contractor. 2.1.8.1 Task 8 Deliverables 1. Electronic copy of the Conformed Documents 2.1.9 Task 9 – Limited Construction Support Services Special construction phase activities are anticipated due to the nature of the rehabilitation work. Specifics related to this work are outlined below and followed by the City’s standard requirements. - Respond up to 10 RFI’s related to design issues or modifications, including revision of plans, sketches and details. - Limited periodic site visits for permit certification. 2.1.10 Task 10 – Public Outreach AECOM, through its Public Outreach subconsultant, The Merchant Strategy, will facilitate three (3) additional Public Outreach meetings, attend meetings with Project Team and Stakeholders, communicate with residents regarding easements, and coordinate with FPL/FPU/AT&T/comcast regarding undergrounding. The proposal is available in Appendix C. Table 3 - Schedule (Note: Notice to Proceed (NTP) is the date a PO is issued for the Amendment) Schedule Item / Activity Due Date Data Collection NTP + 4 weeks Hydrologic and Hydraulic Modeling and 60% Design Technical Memorandum NTP+10 weeks 197 Civil Engineering Services - Coquina Cove – Amendment to Task Order #UT-3B-02 Prepared for: City of Boynton Beach AECOM 10 90% Design Package NTP + 20 weeks Preparation & Submittal of Permit Package NTP + 24 weeks 100% Design Package Submittal NTP + 28 weeks Permits NTP + 30 weeks Bid Ready Package NTP + 34 weeks Procurement NTP + 46 weeks Limited Construction Phase Services 18 month construction contract period (16 months of active construction) Close-out / Certification 6 weeks after final completion Budget A budget for the work is attached as Appendix B with the understanding that work will be reimbursed on a lump sum basis using the City’s approved labor categories. Assumptions that impact the overall budget estimate include: 1. Design disciplines will be limited to civil, and process mechanical and structural engineering. 2. Construction documents will be heavily reliant on City provided as-built drawings, field survey, photographs, and site observations. Non-destructive testing is not anticipated and has not been included in the budget. 3. All deliverables will be provided in electronic (pdf) format. 4. All permit fees will be paid by the City. 5. The budget is estimated based on eighteen (18) months of construction. If the construction period is extended beyond eighteen (18) months, then the fees will be adjusted to accommodate the additional time. 3. Assumptions The following are not anticipated to be required and are therefore not included in the scope of work. Should these services be required, a scope and fee adjustment will be submitted to the City. 1. Survey services to support the sanitary sewer design, outfall locations and drainage well, if necessary. 2. Conducting asbestos or lead paint abatement or other hazardous material abatement on existing facilities. 3. Modification to the existing lift station electrical system. 4. Safety and security assessments. 5. Permitting associated with wetlands or threatened/endangered species mitigation. 6. Benthic surveys. 7. Modifications associated with existing structures which do not meet the building code. 4. Obligations of the City 1. The City will provide Survey services, as needed 2. The City will pay all permit application fees. 198 Civil Engineering Services - Coquina Cove – Amendment to Task Order #UT-3B-02 Prepared for: City of Boynton Beach AECOM 11 3. The City will provide all supporting documentation necessary for the permits, including the City Engineer’s signature on applications. 4. The City shall provide AECOM all requested and available record data and information (in the required format) related to the project as necessary for the performance of the services specified herein no later than two (2) weeks after issuance of the NTP. 5. The City shall review all documents presented by AECOM, obtain advice of an attorney, insurance counselor, independent party, and/or others as deems appropriate for such review, and render decisions pertaining thereto within reasonable time to not delay the services of the AECOM team. 6. The City will provide cut-sheets and all related documents of the existing equipment impacted by the proposed work, if available. 199 Civil Engineering Services - Coquina Cove – Amendment to Task Order #UT-3B-02 Prepared for: City of Boynton Beach AECOM 12 Appendix A – Project Location 200 Civil Engineering Services - Coquina Cove – Amendment to Task Order #UT-3B-02 Prepared for: City of Boynton Beach AECOM 13 Appendix B – Fee Schedule 201 City of Boynton BeachCoquina Cove - Amendment Fee ScheduleABDFHIJ3%Principal Project Manager Engineer Senior Engineer CADD Operator Field Inspector Administrator $235.00 $210.00 $177.00 $120.00 $105.00 $85.00 $75.00Project MeetingsProject Kick-off (2 hr. meeting) 2.00 2.00 2.00 1.007.00 $1,319.00 $39.57$1,358.57Pre-Application Meeting with SFWMD for Environmental Resource Permit2.00 2.00 0.504.50 $697.50 $20.93$718.4360% Design Review Meeting 2.00 4.00 4.00 2.00 1.0013.00 $2,333.00 $69.99$2,402.99Subtotal Task 14.00 8.00 6.00 4.00 2.50 24.50 $4,349.50 $130.49 $4,479.99Data Collection Site Visits8.00 12.00 8.0028.00 $4,764.00 $142.92$4,906.92Utility Data - Water; Sewer; Gas; Electric; Telephone; Plans and Asbuilts4.00 24.0028.00 $3,588.00 $107.64$3,695.64Other Information - Ownerships; plats; ordinances; construction limitations16.0016.00 $1,920.00 $57.60$1,977.60Document Review and Assimilation4.00 12.0016.00 $2,148.00 $64.44Subtotal Task 20.00 8.00 20.00 60.00 88.00 $12,420.00 $372.60 $10,580.16Hydraulic and Hydrologic Modeling and 60% Design Review MemorandumUpdate the H&H Model to include proposed design changes 0.001.00 12.00 40.0053.00 $7,134.00 $214.02$7,348.02Prepare a Drainage Report to support the SFWMD ERP Application 1.00 24.00 24.0049.00 $7,363.00 $220.89$7,583.89Prepare a 60% Design Review Technical Memorandum1.00 4.00 20.00 9.00 4.00 2.0040.00 $6,265.00 $187.95$6,452.95Subtotal Task 32.00 5.00 56.00 73.00 4.00 0.00 2.00 142.00 $20,762.00 $622.86 $21,384.86Detailed Design Development and Construction Documents (90% Design)90% Design Drawings2.00 16.00 60.00 80.00 140.00298.00 $38,750.00 $1,162.50$39,912.5090% Specifications and Special Conditions2.00 8.00 24.00 20.00 24.0078.00 $10,598.00 $317.94$10,915.94Cost estimates and preliminary construction schedule1.00 8.00 8.00 24.0041.00 $6,211.00 $186.33$6,397.33Subtotal Task 45.00 32.00 92.00 124.00 140.00 24.00 417.00 $55,559.00 $1,666.77 $57,225.77Detailed Design Drawings and Calculations (100% Design)100% Design Drawings4.00 20.00 60.00 60.00 100.00244.00 $33,460.00 $1,003.80$34,463.80100% Specifications and Special Conditions1.00 6.00 16.00 0.00 8.0031.00 $4,927.00 $147.81$5,074.81Cost estimates and preliminary construction schedule1.00 4.00 8.00 4.0017.00 $2,791.00 $83.73$2,874.73Subtotal Task 56.00 30.00 84.00 60.00 100.00 12.00 292.00 $41,178.00 $1,235.34 $42,413.34Permitting Prepare, submit, and coordinate approval - FDEP/FDOH Water Main and Sewer2.00 16.00 2.0020.00 $2,490.00 $74.70$2,564.70Prepare, submit, and coordinate approval - SFWMD4.00 16.00 40.00 24.00 4.0088.00 $11,292.00 $338.76$11,630.76Prepare, submit, and coordinate approval - FDOT ROW Permit1.00 4.00 8.00 2.0015.00 $2,028.00 $60.84$2,088.84Subtotal Task 67.00 20.00 64.00 24.00 8.00 123.00 $15,810.00 $474.30 $16,284.306.05.0TASK WORK ACTIVITYTOTAL Hours LABOR COSTTotal CostOTHER DIRECT COSTS (TRAVEL, REPRO MATlS, ETC,)1.02.0The Merchant Strategy (Public Outreach)3.04.0Page 1 of 2202 City of Boynton BeachCoquina Cove - Amendment Fee ScheduleABDFHIJ3%Principal Project Manager Engineer Senior Engineer CADD Operator Field Inspector Administrator $235.00 $210.00 $177.00 $120.00 $105.00 $85.00 $75.00TASK WORK ACTIVITYTOTAL Hours LABOR COSTTotal CostOTHER DIRECT COSTS (TRAVEL, REPRO MATlS, ETC,)The Merchant Strategy (Public Outreach)Bid Phase and Construction Award AssistancePre Bid Meeting and Mandatory Site Visit (4 hours)4.00 1.00 1.006.00 $1,092.00 $32.76$1,124.76Response to RFIs - 5 assumed2.00 8.00 15.0025.00 $3,636.00 $109.08$3,745.08Bid Review and Award Recommendation 2.00 8.0010.00 $1,836.00 $55.08$1,891.08Subtotal Task 78.00 17.00 15.00 0.00 1.00 41.00 $6,564.00 $196.92 $6,760.92Conformed DocumentsConformed Plans and Specifications2.00 8.00 8.00 16.00 4.0038.00 $4,776.00 $143.28$4,919.28Subtotal Task 82.00 8.00 8.00 16.00 4.00 38.00 $4,776.00 $143.28 $4,919.28Limited Construction Phase SupportRFIs and Field Changes (10 Maximum)10.00 80.00 40.00 40.00 20.00190.00 $26,760.00 $802.80$27,562.80Limited Periodic Site Inspections necessary for Permit Construction Completion Certifications 32.00 64.00 64.00 0.00 8.00168.00 $26,328.00 $789.84$27,117.84As-built review and acceptance/certification/Permit Closeout8.00 8.00 24.00 4.0044.00 $6,276.00 $188.28$6,464.28Subtotal Task 950.00 152.00 128.00 40.00 0.00 32.00 402.00 $59,364.00 $1,780.92 $61,144.92Public Engagement Services 0.00Public Engagement Services 2.00 9.00 18.00 0.00 36.00 0.0065.00 $9,326.00 $279.78 $24,000.00$33,605.78Subtotal Task 102.00 9.00 18.00 0.00 36.00 0.00 0.00 65.00 $9,326.00 $279.78 $24,000.00 $33,605.7819.00 159.00 473.00 536.00 360.00 - 85.50 1,632.50 $4,465 $33,390 $83,721 $64,320 $37,800 $0 $6,413 $230,108.50 $6,903.26 $24,000.00 $0.00 $258,799.3210.0Total Labor HoursTotal Fees7.08.09.0Page 2 of 2203 Civil Engineering Services - Coquina Cove – Amendment to Task Order #UT-3B-02 Prepared for: City of Boynton Beach AECOM 14 Appendix C – Public Outreach Services Scope and Fee 204 Task No. TOTAL STAFF HOURS TOTAL COST Details 1.00 1.10 12 $1,200.00 TMS will create and edit three (3) Public Outreach Meeting invitations to mail to residents, businesses and stakeholders. 1.30 6 $600.00 TMS will print, stuff and mail meeting invitation to residents, businesses and stakeholders. 1.40 4 $600.00 TMS will create collateral materials such as Fact Sheet and Agenda for use at the Public Outreach Meeting. 1.50 24 $3,000.00 TMS will provide 2 staff to attend three (3) Public Outreach Meetings. TMS will help set-up and take down. 1.60 6 $600.00 TMS will summarize informal meeting notes for three (3) Public Outreach Meetings. 1.70 6 $900.00 TMS will provide a supervisory employee to review all collateral materials and meeting logistics. 2.00 2.10 28 $4,050.00 TMS will attend meetings with the Project Team and with stakeholders as needed. This estimate also allows for the time needed to schedule/coordinate meetings. 2.20 8 $800.00 TMS will follow up and provide summaries for all meetings they attend. 3.00 3.10 25 $3,750.00 TMS will communicate with residents regarding easements needed in correlation to FPL/FPU undergrounding. 3.20 8 $800.00 TMS will follow up and provide summaries for easement dicussions. 4.00 4.10 25 $3,750.00 TMS will communiciate and coordinate with AT&T/Comcast/FPU/FPL regarding the undergrounding process and what is needed from the City and/or residents. 2.20 8 $800.00 TMS will follow up and provide summaries for easement dicussions. 3.00 3.10 24 $3,150.00 Miscellaneous hours to be used as directed. 184 $24,000.00TOTAL Public Outreach Meeting Attendance Public Outreach Meeting Follow Up QAQC Attend Meetings with Project Team, and Stakeholders Follow up Meetings Miscellaneous Miscellaneous Hours Easement Coordination Easement Coordination with Residents Follow up FPU/FPL Coordination Coordination with FPU/FPL/AT&T/Comcast Follow up ESTIMATE OF ADDITIONAL WORK EFFORT FOR AECOM City of Boynton Beach Coquina Cove Project Estimated 18 Month Duration Task Public Outreach Meetings - Three (3) Additional Meetings Create Invitations Mailing Invitations Develop Fact Sheet and Agenda and Assist with Presentation 205 00015500 6801600690 695 0 6 8 5 1 6 2 2 83282983000 829610 84814066306406206606506156326336706206 2 1 8117117128088018197307057256407187357177067366466477298208027248146418156756656556458268236356256356347116388116398027068207247187307368086507128166446456517057177257297358018078218268256306204211319 640 030401400 660650 716664704 802 820 820800802716 800 8304040400010003000204020001040303030203010401040304020102010101030202020302010 8306446606527146708196506606470 0000 0 640 801 664 704704622708707630636636N Federal HwyNorth Rd Shore Dr Ocean Inlet Dr NE 15th Pl NE 15th Ave Murano Bay Dr West Rd· Map Created By: Greg OwensDate: May 26th, 2021Coquina CoveCoquina Cove 1 inch = 120 feet 206 City of Boynton Beach Agenda Item Request Form 7.C Consent Bids and Purchases over $100,000 12/19/2023 Meeting Date: 12/19/2023 Proposed Resolution No. R23-189- A Resolution of the City of Boynton Beach, Florida, approving and authorizing the City Manager to sign a First Amendment to Master Services Purchase Agreement with AXON Enterprise, Inc., in the amount of $156,207.48 over a 5-year contract term for the purchase of the Axon Virtual Reality (VR) Training System. Requested Action: Approve Proposed Resolution No. R23-189. Explanation of Request: The Axon Virtual Reality (VR) Training System will be procured as a sole source item as it integrates directly with AXON systems that are already in use in the police department. How will this affect city programs or services? The Axon Virtual Reality (VR) Training System is a virtual based training library that enables the simulation of highly realistic scenarios that have a life-like feel. The department can effectively train officers in situational awareness and teach vital skills like de-escalation techniques. VR-based training improves an officer's decision-making abilities in high-pressure situations, which ultimately helps in reducing the likelihood of use-of-force incidents. Additionally, the interactive scenarios can incorporate the department's Taser ECWs and Glock pistols. This will enhance the training experience and allow for customized training scenarios that can adapt to an officer's skill level and provide tailored learning experiences. Fiscal Impact: Fiscal Impact: Total 5-year cost of $156,207.48. Year 1 $40,000 – March 2024 Year 2 $29,051.87 – Dec 2024 Year 3 $29,051.87 – Dec 2025 Year 4 $29,051.87 – Dec 2026 Year 5 $29,051.87 – Dec 2027 207 The year 1 Payment of $40,000 will be paid from the existing COPS Office - Community Policing Development (CPD) De-Escalation grant (15JCOPS-21-GG-2481-SPPS). The Grantor has approved the reallocation of $40,000 of the $99,500 for this purpose. Attachments: R23-189 First_Amendment_to_MSA_with_AXON.docx Axon Amendment Executed.pdf Vendor Sole Source Letter and Completed Sole Source Form 208 C:\Users\EASYPD~1\Appdata\Local\Temp\BCL Technologies\Easypdf 8\@BCL@58082EF9\@BCL@58082EF9.Docx RESOLUTION NO. R23-1891 A RESOLUTION OF THE CITY OF BOYNTON BEACH, FLORIDA,2 APPROVING AND AUTHORIZING THE CITY MANAGER TO SIGN THE 3 FIRST AMENDMENT TO MASTER SERVICES AND PURCHASING 4 AGREEMENT WITH AXON ENTERPRISE, INC., IN THE AMOUNT OF 5 $156,207.48 OVER A 5-YEAR CONTRACT TERM FOR THE PURCHASE OF 6 THE AXON VIRTUAL REALITY (VR) TRAINING SYSTEM; AND PROVIDING 7 AN EFFECTIVE DATE.8 WHEREAS, The Axon Virtual Reality (VR) Training System is a virtual based training 9 library that enables the simulation of highly realistic scenarios that have a life-like feel; and10 WHEREAS, VR-based training improves an officer's decision-making abilities in high-11 pressure situations, which ultimately helps in reducing the likelihood of use-of-force incidents 12 this Agreement and Addendum will supersede all prior Agreements with Axon; and13 WHEREAS,The Axon Virtual Reality (VR) Training System will be procured as a sole 14 source item as it integrates directly with AXON systems that are already in use in the police 15 department; and16 WHEREAS, the City Commission of the City of Boynton Beach, Florida, upon the 17 recommendation of staff, deems it to be in the best interests of the City residents to approve 18 and authorize the City Manager to sign a First Amendment to Master Services and Purchasing 19 Agreement with AXON Enterprise, Inc., in the amount of $156,207.48 over a 5-year contract 20 term for the purchase of the Axon Virtual Reality (VR) Training System.21 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF 22 BOYNTON BEACH, FLORIDA, THAT: 23 Section 1.Each Whereas clause set forth above is true and correct and 24 incorporated herein by this reference.25 Section 2.The City Commission of the City of Boynton Beach, Florida does hereby 26 approve and authorize the City Manager to sign a First Amendment to Master Services and 27 Purchasing Agreement with AXON Enterprise, Inc., in the amount of $156,207.48 over a 5-year 28 209 C:\Users\EASYPD~1\Appdata\Local\Temp\BCL Technologies\Easypdf 8\@BCL@58082EF9\@BCL@58082EF9.Docx contract term for the purchase of the Axon Virtual Reality (VR) Training System. A copy of the 29 First Amendment is attached hereto and incorporated herein as Exhibit “A.”30 Section 3.That this Resolution shall become effective immediately upon passage. 31 PASSED AND ADOPTED this 19th day of December, 2023.32 CITY OF BOYNTON BEACH, FLORIDA33 34 YES NO35 36 Mayor – Ty Penserga _____ _____37 38 Vice Mayor – Thomas Turkin _____ _____39 40 Commissioner – Angela Cruz _____ _____41 42 Commissioner – Woodrow L. Hay _____ _____43 44 Commissioner – Aimee Kelley _____ _____45 46 VOTE ______47 ATTEST:48 49 ___________________________________________________________50 Maylee De Jesús, MPA, MMC Ty Penserga51 City Clerk Mayor52 53 APPROVED AS TO FORM:54 (Corporate Seal)55 56 _______________________________57 Shawna G. Lamb58 City Attorney59 210 First Amendment to the Master Services and Purchasing Agreement Page 1 of 8 This First Amendment is between Axon Enterprise, Inc. (f/k/a Taser International, Inc.), a Axon the City of Boynton Beach Agency ). This Amendment is effective as of the last signature date on this Amendment Effective Date Party Parties Axon and Agency are Parties to the TASER 7 Agreement by and between Axon Enterprise, Inc. and the City of Boynton Beach Police Dept., dated June 7, 2021 (the Agreement , which was supplemented by the Master Services and Purchasing Agreement terms as of November 14, 2022, under Q-385041. The Parties wish to incorporate further changes into the Agreement in order to expand the scope of offered products. The Parties therefore agree as follows: 1. The following clause is added in as Section 23 to the Agreement: a.Third-Party Software and Services.Use of software or services other than those provided by Axon is governed by the terms, if any, entered into between Agency and the respective third-party provider, including, without limitation, the terms applicable to such software or services located at www.axon.com/sales-terms-and-conditions, if any. 2. The attached documents are hereby incorporated into the Agreement: a. Professional Services Appendix b. Technology Assurance Plan Appendix c. Virtual Reality Content Terms of Use Appendix d. Quote Q-511382-45252.672MT 3. Additional Terms. The following new sections are added to the Agreement as follows: Entities of Foreign Concern. Axon represents and certifies: (i) Axon is not owned by the government of a foreign country of concern; (ii) the government of a foreign country of concern does not have a controlling interest in Axon; and (iii) Axon is not organized under the laws of and does not have its principal place of business in, a foreign country of concern. On or before the Effective Date, Axon and any subcontractor that will have access to personal identifying information shall submit to City executed affidavit(s) under penalty of perjury, in a form approved by City attesting that the entity does not meet any of the criteria in Section 287.138(2), Florida Statutes. Compliance with the requirements of this section is included in the requirements of a proper invoice for purposes of this Agreement. Terms used in this section that are not otherwise defined in this Agreement shall have the meanings ascribed to such terms in Section 287.138, Florida Statutes. 4. All other terms and conditions of the Agreement shall remain unchanged and in full force and effect. 5. Controlling Provisions. Except as otherwise specifically provided in this Amendment, in the event of any conflict between the Agreement, Addendum to Master Services and Purchasing Agreement, and this First Amendment, the provisions shall be given precedence in the following order: (1) Addendum to Master Services and Purchasing Agreement, (2) this First Amendment, and (3) the Agreement. 211 First Amendment to the Master Services and Purchasing Agreement Page 2 of 8 Each representative identified below declares that they are an authorized representative of the respective Party with authority to execute this Amendment as of the date of signature. Axon Enterprise, Inc. City of Boynton Beach Signature: Signature: Name: Name: Title: Title: Date: Date: 212 First Amendment to the Master Services and Purchasing Agreement Page 3 of 8 Professional Services Appendix 1. Utilization of Services 2. Axon 3. 213 First Amendment to the Master Services and Purchasing Agreement Page 4 of 8 4. Body- 5. CEW Services 214 First Amendment to the Master Services and Purchasing Agreement Page 5 of 8 6. Smart Weapon Transition Service *Note: CEW Full Service packages for TASER 7 or TASER 10 include Smart Weapon Transition Service 7. System set up and configuration (Remote Support) Instructor-led setup of Axon VR headset content Configure agency settings based on Agency need Troubleshoot IT issues with Axon VR headset Axon instructor training (Train the Trainer) Training for up to five (5) Agency's in-house instructors who can support Agency's Axon VR CET and SIM -site obligations Classroom and practical training sessions Step-by-step explanation and assistance for Agency's configuration of Axon VR CET and SIM functionality, basic operation, and best practices 8. System set up and configuration (Remote Support) Instructor-led setup of Axon Air App (ASDS) Configure agency settings based on Agency need Configure drone controller Troubleshoot IT issues with Axon Evidence Axon instructor training (Train the Trainer) Training for Agency's in-house instructors who can support Agency's Axon Air and Axon Evidence fulfilled its contracted on-site obligations Classroom and practical training sessions Step-by-step explanation and assistance for Agency's configuration of Axon Respond+ livestreaming functionality, basic operation, and best practices 9. 10. Signal Sidearm Installation Service 215 First Amendment to the Master Services and Purchasing Agreement Page 6 of 8 a. b. 11. Out of Scope Services 12. Delivery of Services 13. Access Computer Systems to Perform Services 14.Site Preparation 15.Acceptance 16.Agency 216 First Amendment to the Master Services and Purchasing Agreement Page 7 of 8 Technology Assurance Plan Appendix 1.TAP Warranty. The TAP warranty is an extended warranty that starts at the end of the one- (1-) year hardware limited warranty. 2.Officer Safety Plan 3.OSP 7 or OSP 10 Term 4.TAP 5. TAP Dock Upgrade 6.Upgrade Delay 7.Upgrade Change 8.Return of Original 9.Termination 9.1. TAP 9.2. A 9.3. Agency 217 First Amendment to the Master Services and Purchasing Agreement Page 8 of 8 Axon Virtual Reality Content Terms of Use Appendix If Virtual Reality is included on the Quote, this Appendix applies. 1.Term 2.Headsets 3.License Restrictions 3.1. modify, tamper with, repair, or otherwise create derivative works of Virtual Reality 3.2. reverse engineer, disassemble, or decompile Virtual Reality 3.3. copy Virtual Reality 3.4. use trade secret information contained in Virtual Reality 3.5. resell, rent, loan or sublicense Virtual Reality 3.6. access Virtual Reality 3.7. remove, alter, or obscure any confidentiality or proprietary rights notices (including copyright and 4.Privacy current version of which is available at https://www.axon.com/axonvrprivacypolicy. 5.Termination 218 219 Page 2 Q-511382-45252.672MTPayment SummaryDateSubtotalTaxTotalTotal$156,207.48$0.00$156,207.48220 Page 3 Q-511382-45252.672MTQuote Unbundled Price: $256,478.45Quote List Price: $258,858.77Quote Subtotal: $156,207.48PricingItemDescriptionQtyTermUnbundledListPriceNetPriceSubtotalTaxTotalProgramV00003 BUNDLE - VR CONTROLLER TAP - T7/T10 3 57 $0.00 $0.00 $0.00 $0.00TapHeadset VR Headset TAP Bundle 7 57 $36.70 $41.38 $0.00 $0.00 $0.00 $0.00TapTablet VR Tablet TAP Bundle 3 57 $20.39 $23.39 $0.00 $0.00 $0.00 $0.00A la Carte Hardware20378 HTC FOCUS 3 VR HEADSET 7$1,935.00$0.00 $0.00 $0.00 $0.00VRCK VR Controller Kit 3 57$5,763.22$0.00 $0.00 $0.00 $0.00A la Carte Software20370 FULL VR TASER 7 ADD-ON USER ACCESS 163 57 $21.58 $16.28 $151,257.48 $0.00 $151,257.48A la Carte Services20379 VR 1-DAY SERVICE 1$4,950.00$4,950.00 $4,950.00 $0.00 $4,950.00A la Carte Warranties100197 HTC FOCUS 3 VR HEADSET - WARRANTY 7 46 $6.41 $0.00 $0.00 $0.00 $0.00Total$156,207.48$0.00$156,207.48221 Page 4 Q-511382-45252.672MTDelivery ScheduleHardwareBundleItemDescriptionQTYEstimated DeliveryDateVR Controller Kit 100126 AXON VR TACTICAL BAG 3 03/01/2024VR Controller Kit 100833 TASER 7 VR CONTROLLER 3 03/01/2024VR Controller Kit 100862 VR - PLACEHOLDER - SIDEARM CONTROLLER 3 03/01/2024VR Controller Kit 100919 VR - PLACEHOLDER - HOLSTER T7 CONTROLLER 3 03/01/2024VR Controller Kit 100920 VR - PLACEHOLDER- SIDEARM CONTROLLER HOLSTER 3 03/01/2024VR Controller Kit 20296 VR TABLET 3 03/01/2024VR Controller Kit 20297 VR TABLET CASE 3 03/01/2024A la Carte 20378 HTC FOCUS 3 VR HEADSET 7 03/01/2024BUNDLE - VR CONTROLLER TAP - T7/T10 101009 VR SIDEARM CONTROLLER REFRESH ONE 3 09/01/2026BUNDLE - VR CONTROLLER TAP - T7/T10 101012 VR CONTROLLER REFRESH ONE 3 09/01/2026VR Headset TAP Bundle 20373 VIRTUAL REALITY HEADSET REFRESH ONE 7 09/01/2026VR Tablet TAP Bundle 100210 VIRTUAL REALITY TABLET REFRESH ONE 3 09/01/2026SoftwareBundleItemDescriptionQTYEstimated StartDateEstimated EndDateA la Carte 20370 FULL VR TASER 7 ADD-ON USER ACCESS 163 04/01/2024 12/31/2028ServicesBundleItemDescriptionQTYA la Carte 20379 VR 1-DAY SERVICE 1WarrantiesBundleItemDescriptionQTYEstimated StartDateEstimated EndDateBUNDLE - VR CONTROLLER TAP - T7/T10 101008 VR SIDEARM CONTROLLER WARRANTY 3 04/01/2024 12/31/2028VR Controller Kit 100213VIRTUAL REALITY TABLET - HARDWAREWARRANTY3 03/01/2025 12/31/2028A la Carte 100197 HTC FOCUS 3 VR HEADSET - WARRANTY 7 03/01/2025 12/31/2028222 Page 5 Q-511382-45252.672MTPayment DetailsMar 2024Invoice PlanItemDescriptionQtySubtotalTaxTotalAnnual Payment 1 100197 HTC FOCUS 3 VR HEADSET - WARRANTY 7 $0.00 $0.00 $0.00Annual Payment 1 20370 FULL VR TASER 7 ADD-ON USER ACCESS 163 $35,050.00 $0.00 $35,050.00Annual Payment 1 20378 HTC FOCUS 3 VR HEADSET 7 $0.00 $0.00 $0.00Annual Payment 1 20379 VR 1-DAY SERVICE 1 $4,950.00 $0.00 $4,950.00Annual Payment 1 TapHeadset VR Headset TAP Bundle 7 $0.00 $0.00 $0.00Annual Payment 1 TapTablet VR Tablet TAP Bundle 3 $0.00 $0.00 $0.00Annual Payment 1 V00003 BUNDLE - VR CONTROLLER TAP - T7/T10 3 $0.00 $0.00 $0.00Annual Payment 1 VRCK VR Controller Kit 3 $0.00 $0.00 $0.00Total$40,000.00$0.00$40,000.00Apr 2024Invoice PlanItemDescriptionQtySubtotalTaxTotalInvoice UponFulfillmentTapHeadset VR Headset TAP Bundle 7 $0.00 $0.00 $0.00Invoice UponFulfillmentTapTablet VR Tablet TAP Bundle 3 $0.00 $0.00 $0.00Invoice UponFulfillmentV00003 BUNDLE - VR CONTROLLER TAP - T7/T10 3 $0.00 $0.00 $0.00Total$0.00$0.00$0.00Dec 2024Invoice PlanItemDescriptionQtySubtotalTaxTotalAnnual Payment 2 100197 HTC FOCUS 3 VR HEADSET - WARRANTY 7 $0.00 $0.00 $0.00Annual Payment 2 20370 FULL VR TASER 7 ADD-ON USER ACCESS 163 $29,051.87 $0.00 $29,051.87Annual Payment 2 20378 HTC FOCUS 3 VR HEADSET 7 $0.00 $0.00 $0.00Annual Payment 2 TapHeadset VR Headset TAP Bundle 7 $0.00 $0.00 $0.00Annual Payment 2 TapTablet VR Tablet TAP Bundle 3 $0.00 $0.00 $0.00Annual Payment 2 V00003 BUNDLE - VR CONTROLLER TAP - T7/T10 3 $0.00 $0.00 $0.00Annual Payment 2 VRCK VR Controller Kit 3 $0.00 $0.00 $0.00Total$29,051.87$0.00$29,051.87Dec 2025Invoice PlanItemDescriptionQtySubtotalTaxTotalAnnual Payment 3 100197 HTC FOCUS 3 VR HEADSET - WARRANTY 7 $0.00 $0.00 $0.00Annual Payment 3 20370 FULL VR TASER 7 ADD-ON USER ACCESS 163 $29,051.87 $0.00 $29,051.87Annual Payment 3 20378 HTC FOCUS 3 VR HEADSET 7 $0.00 $0.00 $0.00Annual Payment 3 TapHeadset VR Headset TAP Bundle 7 $0.00 $0.00 $0.00Annual Payment 3 TapTablet VR Tablet TAP Bundle 3 $0.00 $0.00 $0.00Annual Payment 3 V00003 BUNDLE - VR CONTROLLER TAP - T7/T10 3 $0.00 $0.00 $0.00Annual Payment 3 VRCK VR Controller Kit 3 $0.00 $0.00 $0.00223 Page 6 Q-511382-45252.672MTDec 2025Invoice PlanItemDescriptionQtySubtotalTaxTotalTotal$29,051.87$0.00$29,051.87Dec 2026Invoice PlanItemDescriptionQtySubtotalTaxTotalAnnual Payment 4 100197 HTC FOCUS 3 VR HEADSET - WARRANTY 7 $0.00 $0.00 $0.00Annual Payment 4 20370 FULL VR TASER 7 ADD-ON USER ACCESS 163 $29,051.87 $0.00 $29,051.87Annual Payment 4 20378 HTC FOCUS 3 VR HEADSET 7 $0.00 $0.00 $0.00Annual Payment 4 TapHeadset VR Headset TAP Bundle 7 $0.00 $0.00 $0.00Annual Payment 4 TapTablet VR Tablet TAP Bundle 3 $0.00 $0.00 $0.00Annual Payment 4 V00003 BUNDLE - VR CONTROLLER TAP - T7/T10 3 $0.00 $0.00 $0.00Annual Payment 4 VRCK VR Controller Kit 3 $0.00 $0.00 $0.00Total$29,051.87$0.00$29,051.87Dec 2027Invoice PlanItemDescriptionQtySubtotalTaxTotalAnnual Payment 5 100197 HTC FOCUS 3 VR HEADSET - WARRANTY 7 $0.00 $0.00 $0.00Annual Payment 5 20370 FULL VR TASER 7 ADD-ON USER ACCESS 163 $29,051.87 $0.00 $29,051.87Annual Payment 5 20378 HTC FOCUS 3 VR HEADSET 7 $0.00 $0.00 $0.00Annual Payment 5 TapHeadset VR Headset TAP Bundle 7 $0.00 $0.00 $0.00Annual Payment 5 TapTablet VR Tablet TAP Bundle 3 $0.00 $0.00 $0.00Annual Payment 5 V00003 BUNDLE - VR CONTROLLER TAP - T7/T10 3 $0.00 $0.00 $0.00Annual Payment 5 VRCK VR Controller Kit 3 $0.00 $0.00 $0.00Total$29,051.87$0.00$29,051.87224 Page 7 Q-511382-45252.672MTTax is estimated based on rates applicable at date of quote and subject to change at time of invoicing. If a tax exemption certificateshould be applied, please submit prior to invoicing.Standard Terms and ConditionsAxon Enterprise Inc. Sales Terms and ConditionsAxon Master Services and Purchasing Agreement:This Quote is limited to and conditional upon your acceptance of the provisions set forth herein and Axon’s Master Services andPurchasing Agreement (posted atwww.axon.com/legal/sales-terms-and-conditions), as well as the attached Statement of Work(SOW) for Axon Fleet and/or Axon Interview Room purchase, if applicable. In the event you and Axon have entered into a prioragreement to govern all future purchases, that agreement shall govern to the extent it includes the products and services beingpurchased and does not conflict with the Axon Customer Experience Improvement Program Appendix as described below.ACEIP:The Axon Customer Experience Improvement Program Appendix, which includes the sharing of de-identified segments ofAgency Content with Axon to develop new products and improve your product experience (posted at www.axon.com/legal/sales-terms-and-conditions), is incorporated herein by reference. By signing below, you agree to the terms of the Axon CustomerExperience Improvement Program.Acceptance of Terms:Any purchase order issued in response to this Quote is subject solely to the above referenced terms and conditions. By signingbelow, you represent that you are lawfully able to enter into contracts. If you are signing on behalf of an entity (including but notlimited to the company, municipality, or government agency for whom you work), you represent to Axon that you have legalauthority to bind that entity. If you do not have this authority, please do not sign this Quote. 225 Page 8 Q-511382-45252.672MT\s1\ \d1\Signature Date Signed11/22/2023 226 227 228 229 230 231 232 233 234 235 236 237 238 City of Boynton Beach Agenda Item Request Form 7.D Consent Bids and Purchases over $100,000 12/19/2023 Meeting Date: 12/19/2023 Bid Extensions and Piggy-Back Over $100,000. Requested Action: Approve the one-year extension for RFPs/RFQs/Bids and/or piggy-backs for the procurement of services and/or commodities over $100,000 as described in the written report for December 19, 2023 - "Request for Extensions and/or Piggy-backs." Explanation of Request: As required, the Finance/Procurement Department submits requests for award to the Commission; requests for approval to enter into contracts and agreements as the result of formal solicitations; and to piggy-back governmental contracts. Options to extend or renew are noted in the “Agenda Request Item” presented to the Commission as part of the initial approval process. Procurement seeks to provide an accurate and efficient method to keep the Commission informed of pending renewals and anticipated expenditures by reducing the paperwork of processing each renewal and/or extension individually and summarizing the information in a monthly report (as required). VENDOR(S)DESCRIPTION OF SOLICIATION SOLICITATION NUMBER RENEWAL TERM AMOUNT Amazon Business Contract Renewal for On-Line Marketplace for Purchases of Products or Services Piggy-Back US Communities Contract R-TC-17006 January 19, 2024, to January 18, 2026 Annual Estimated Expenditure $300,000 How will this affect city programs or services? This renewal report will be used for those solicitations, contracts/agreements, and piggy-backs that are renewed/extended with the same terms and conditions and pricing. Fiscal Impact: Funds have been budgeted under the line items as noted on the attached report. Attachments: _100K_over_REQUEST_FOR_BID_EXTENSIONS_December_19_2023_Report (2).docx Amazon Business - Renewal 1-19-24-1-18-26 Expiring 1-18-26 239 CITY OF BOYNTON BEACH REQUESTS FOR BID EXTENSIONS AND PIGGY-BACKS December 19, 2023 REQUESTING DEPARTMENT: MATERIALS AND DISTRIBUTION DEPARTMENT CONTACT: Michael Dauta TERM: January 19, 2024 thru January 18, 2026 SOURCE FOR PURCHASE: Piggy-back US Communities Contract # R-TC-17006 ACCOUNT NUMBER:502-0000-141.01-00 VENDOR(S): Amazon Business ANNUAL ESTIMATE:$300,000 DESCRIPTION: On September 6, 2018, Commission approved the utilization of the US Communities Contract R-TC-17006 with Amazon Business. The contract allows for three (3) additional two-year renewal periods. The vendor has agreed to renew the contract for the second two-year renewal option through January 18, 2026. The Contract has one (1) additional two-year renewal remaining. 240 241 City of Boynton Beach Agenda Item Request Form 8.A Public Hearing 6 P.M. or as soon thereafter as the agenda permits. The City Commission will conduct these public hearings in its dual capacity as Local Planning Agency and City Commission. 12/19/2023 Meeting Date: 12/19/2023 Proposed Ordinance No. 23-022- Second Reading - An Ordinance of the City Commission of the City of Boynton Beach, Florida, amending the Land Development Regulations ("LDRS") Chapter 2, Land Development Process; Article VI "Impact And Selected Fees" to amend Section 2 to adopt a Comprehensive Impact Fee Schedule for Police facilities; adopting an impact fee study for Police facilities; amending Section 9 to create an impact fee schedule for Police facilities; providing for codification; providing for severability; providing for conflicts; and providing for an effective date. Requested Action: Approve Proposed Ordinance No. 23-022 on Second Reading. Explanation of Request: The City Commission retained the firm of Raftelis Financial Consultants, Inc. to study the need to impose impact fees for Police facilities. Raftelis Financial Consultants, Inc. has prepared and presented to the City Commission a report titled “City of Boynton Beach 2023 Police Impact Fee Study,” dated September 25, 2023 (hereinafter the “Technical Report”), which establishes the proportionate share of new development’s and/or business impacts on the public facilities for which impact fees are collected pursuant to this Ordinance. The City's Comprehensive Plan establishes a policy that incorporates a review process for assessing the adequacy of public services and facilities and does not allow new development unless adequate public capital facilities exist or are assured. The City’s Comprehensive Plan further establishes the policy that new development is required to pay its proportionate share of required improvements for new or expanded public capital facilities required by such development. The City Commission has amended the Comprehensive Plan to include a Capital Improvement Schedule for public facility improvements to serve new development subject to the payment of impact fees, as supported by the Technical Report. To the extent new population growth and associated development imposes identifiable capital costs to municipal services, equity, and modern capital funding practices suggest the assignment of such cost to those new residents or system users responsible for such costs. The City of Boynton Beach (City) has recognized this capital funding strategy as being an 242 appropriate method of funding certain growth-related capital requirements of the City. The City does not currently charge impact fees for police capital facilities. Raftelis Financial Consultants, Inc. (Raftelis) was retained to develop proposed impact fees for first time implementation for police capital facilities, as appropriate. The following table summarizes the proposed impact fees for residential and non-residential classifications: Residential Impact Fee Unit Max Supportable Fee Single Family Dwelling Unit $450 Multi Family 2-4 units Dwelling Unit $416 Multi Family 5+ units Dwelling Unit $365 Non-Residential Commercial 1,000 Sq. Ft. $650 Hotel/Motel Per room $349 Office and Healthcare 1,000 Sq. Ft. $227 Institutional 1,000 Sq. Ft. $56 Industrial / Warehousing 1,000 Sq. Ft. $24 How will this affect city programs or services? N/A Fiscal Impact: The approval of the proposed ordinance adds Police Impact Fee revenue for growth related capital expenditures for the Police Department. Attachments: Ordinance No. 23-022 Police Impact Fee- SGL Edits.pdf Police Impact Fee Study Report Consultant Presentation - Police Impact Fee Study 243 CODING: Words in strike through type are deletions from the existing law; Words in underscore type are additions. Page 1 of 14 ORDINANCE NO. 23-022 1 2 AN ORDINANCE OF THE CITY COMMISSION OF THE CITY OF 3 BOYNTON BEACH, FLORIDA, AMENDING THE LAND 4 DEVELOPMENT REGULATIONS (“LDRS”), CHAPTER 2, LAND 5 DEVELOPMENT PROCESS; ARTICLE VI “IMPACT AND SELECTED 6 FEES” TO AMEND SECTION 2 TO ADOPT A COMPREHENSIVE 7 IMPACT FEE SCHEDULE FOR POLICE FACILITIES; ADOPTING AN 8 IMPACT FEE STUDY FOR POLICE FACILITIES; AMENDING 9 SECTION 9 TO CREATE AN IMPACT FEE SCHEDULE FOR POLICE 10 FACILITIES; PROVIDING FOR CODIFICATION; PROVIDING FOR 11 SEVERABILITY; PROVIDING FOR CONFLICTS; AND PROVIDING 12 FOR AN EFFECTIVE DATE. 13 14 WHEREAS, The City of Boynton Beach, Florida (the “City”) has recently enacted Ordinance No. 15 23-013, dated July 18, 2023 (the “Impact Fee Ordinance”), which updated and amended impact fees 16 relating to park and recreation facilities (“Park Impact Fees”), provided for adoption of the 2023 Parks and 17 Recreation Impact Fee Study (the “Park Technical Report”) prepared by Raftelis Financial Consultants, 18 Inc. (the “Consultants”) dated May 19, 2023, established criteria and administrative procedures for 19 individual assessment of impact fees, refunds and collection of impact fees and amended Section 9 to create 20 an impact fee schedule for parks and recreation impact fees; and 21 WHEREAS The City does not currently charge impact fees for police capital facilities; and 22 WHEREAS, The City Commission retained the Consultants to study the need to impose impact 23 fees for police facilities (“Police Impact Fees”); and 24 WHEREAS, The Consultant has prepared and presented to the City Commission a report titled, 25 “City of Boynton Beach 2023 Police Impact Fee Study,” dated October 20, 2023 (hereinafter the “Police 26 Facilities Technical Report”), which establishes the proportionate share of new development’s impacts on 27 the police facilities for which Police Impact Fees are to be imposed and collected; and 28 WHEREAS, the City of Boynton Beach’s Comprehensive Plan establishes the policy that 29 incorporates a review process for assessing the adequacy of public services and facilities and does not 30 allow new development unless adequate public capital facilities exist or are assured; and 31 244 CODING: Words in strike through type are deletions from the existing law; Words in underscore type are additions. Page 2 of 14 WHEREAS, the City of Boynton Beach’s Comprehensive Plan further establishes the policy that 32 new development is required to pay its proportionate share of required improvements for new or expanded 33 public capital facilities required by such development; and 34 WHEREAS, the City Commission has amended the Comprehensive Plan to include a Capital 35 Improvement Schedule for public facility improvements to serve new development subject to the payment 36 of impact fees; and 37 WHEREAS, pursuant to section 163.31801, Florida Statutes: 38 (a) the Police Facilities Technical Report and the Police Impact Fees recommended therein, are based 39 on the most recent and localized data; and 40 (b) the Impact Fee Ordinance included procedures for accounting and reporting of impact fee 41 collections and expenditures in order to ensure compliance with applicable legal standards; and 42 (c) the Impact Fee Ordinance included separate accounting funds for each public facility for which an 43 impact fee is collected; and 44 (d) administrative fees charged pursuant to the Impact Fee Ordinance for the collection of impact fees 45 are limited to actual costs; and 46 (e) the Impact Fee Ordinance requires audits of the City’s financial statements to include an affidavit 47 of the City’s chief financial officer stating that the requirements of section 163.31801, Florida 48 Statutes, have been complied with; and 49 (f) the Impact Fee Ordinance requires that the collection of the impact fee will not be required earlier 50 than the date of issuance of the building permit for the property that is subject to the fee; and 51 (g) the Police Facilities Technical Report demonstrates that the proposed Police Impact Fees are 52 proportional and reasonably connected to, or have a rational nexus with, the need for additional 53 capital facilities and the increased impact generated by new development, as described therein; 54 and 55 245 CODING: Words in strike through type are deletions from the existing law; Words in underscore type are additions. Page 3 of 14 (h) the Police Facilities Technical Report shows that the impact fees are proportional and reasonably 56 connected to, or have a rational nexus with, the expenditures of the funds collected from the Police 57 Impact Fees and the benefits accruing to new development; and 58 (i) the Impact Fee Ordinance specifically earmarks funds collected under the impact fee for use in 59 acquiring, constructing, or improving capital facilities to benefit new users and does not pay 60 existing debt or for previously approved projects unless the expenditure is reasonably connected 61 to, or has a rational nexus with, the increased impact generated by the new residential or 62 nonresidential construction; and 63 WHEREAS, in order to provide for the imposition and collection of the proposed Police Impact 64 Fees, it is necessary to amend the Impact Fee Ordinance to adopt and incorporate by reference the Police 65 Facility Technical Report and to create a Police Impact Fee schedule; and 66 WHEREAS, the Police Impact Fees assessed pursuant to this Ordinance are necessary to ensure 67 the public health, safety, and welfare of the residents of the City of Boynton Beach. 68 NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY 69 OF BOYNTON BEACH, FLORIDA: 70 Section 1: The foregoing “WHEREAS” clauses are hereby ratified as being true and correct 71 and are hereby made a specific part of this Ordinance upon adoption hereof. 72 Section 2: Part III, Land Development Regulations; Chapter 2, Land Development Process; 73 Article VI, Section 2, entitled “New Development Impact Fees” of the Code of Ordinances of the City of 74 Boynton Beach, is amended and restated to read as follows: 75 Sec. 2 New Development Impact Fees. 76 A. Procedural and Administrative Requirements 77 1. Purpose and Authority 78 246 CODING: Words in strike through type are deletions from the existing law; Words in underscore type are additions. Page 4 of 14 a. The City Commission of the City of Boynton Beach recognizes that growth and development 79 in the City will require that the capacity of the City's public facilities be expanded in order to 80 maintain adequate levels of service, and that without a funded program for public facility 81 improvements, new growth, and development will have to be limited in order to protect the 82 health, safety, and welfare of the citizens of the City of Boynton Beach. 83 b. The City Commission has completed a study studies establishing the type, amount, and cost of 84 projected public facility improvements needed to serve new growth and development. 85 c. The purpose of this Section is to ensure that new growth and development that is approved by 86 the City pays a fair share of the costs of public facilities needed to serve new growth and 87 development. 88 d. This Section, which requires new development to pay reasonable impact fees, requires new 89 development to pay its pro rata share of the reasonably anticipated expansion costs of new 90 public facilities created by new growth and development, which is the responsibility of the City 91 in order to carry out its Comprehensive Plan, as amended, and adopted under Ssections 92 163.3161, et seq., Florida Statutes, and is in the best interest of the public health, safety, and 93 welfare. 94 e. The City Commission of the City of Boyton Beach has determined that it is in the best economic 95 interests of the citizens of the City to ensure that certain forms of development be exempt from 96 the requirements of payment of certain impact fees. 97 f. The technical data, findings, and conclusions herein are based on the Comprehensive Plan, as 98 amended, and the Technical Reports. 99 2. Adoption of Technical Reports as Basis of Impact Fees. 100 a. The City hereby adopts and incorporates by reference, the report entitled “City of Boynton 101 Beach 2023 Parks and Recreation Impact Fee Study,” prepared by Raftelis Financial 102 Consultants, Inc., and dated May 19, 2023 (referred to herein as the “Park Facilites Technical 103 Report”), which, among other things, supports the amounts and reasonableness of the Park 104 impact fees imposed by this Article. 105 247 CODING: Words in strike through type are deletions from the existing law; Words in underscore type are additions. Page 5 of 14 b. The City hereby adopts and incorporates by reference the report entitled “City of Boynton 106 Beach Police Impact Fee Study,” prepared by Raftelis Financial Consultants, Inc., dated 107 October 20, 2023 (referred to herein as the “Police Facilities Technical Report,” and together 108 with the Park Facilities Technical Report, the “Technical Reports”), which, among other things, 109 supports the amounts and reasonableness of the Police impact fees imposed by this Article. 110 3. Interpretations of Sections and fee schedule. 111 Interpretation of the provisions of this Section shall be made by the City Manager or the City 112 Manager’s designee. 113 4. Effect on other regulations and requirements. 114 a. This Section may not be construed to alter, amend, or modify any other provision of the City’s 115 LDRs and Code of Ordinances. Other provisions of the City’s LDRs and Code of Ordinances 116 shall be operative and remain in full force and effect notwithstanding any contrary provisions, 117 definitions, or intentions that are or may be expressed or implied in this Section. 118 b. The payment of impact fees shall not entitle the applicant to a building permit unless all other 119 applicable land use, land development, zoning, planning, concurrency, and other applicable 120 requirements, standards, and conditions have been met. Such other requirements, standards, 121 and conditions are independent of the requirement for payment of impact fees required by this 122 Section. 123 c. This Section, including the specific impact fee ordinances for particular public facilities, shall 124 not affect, in any manner, the permissible use of property, density or intensity of development, 125 design and improvement standards, or other applicable standards or requirements of the LDRs. 126 B. Definitions 127 Article II, of Part III of the LDRs entitled Definitions and general rules of construction shall apply 128 to this Article. However, the following words, terms, and phrases, when used in this Section, shall 129 have the meanings ascribed to them in this subsection, except where the context clearly indicates a 130 different meaning: 131 Alternate park impact fee shall mean the alternate to the parks and recreation impact fee 132 pursuant to Section 9 of Article VI of the LDRs. 133 248 CODING: Words in strike through type are deletions from the existing law; Words in underscore type are additions. Page 6 of 14 City park system shall include all parks and recreation facilities owned and operated by the 134 City and designed and intended to serve all City residents, including active parks, passive parks, 135 water access sites, and associated recreational facilities and buildings, but does not include those 136 parks and recreational facilities that are owned and operated by any private entity, the federal 137 government, or Palm Beach County or those parks and recreational facilities that are owned and 138 operated by the State of Florida. 139 City police department shall include police headquarters, other associated facilities, and 140 buildings owned and operated by the City and also includes police vehicles and equipment used in 141 connection with the performance of police duties, including communication, detection, 142 surveillance, defense, and detention, but does not include those police facilities that are owned and 143 operated by the federal government, State of Florida or Palm Beach County. 144 Developer shall mean a person, corporation, organization, or other legal entity undertaking 145 development. 146 Development shall mean any new residential or nonresidential construction or expansion 147 of building(s) or structure(s), or any changes in the use of any building(s) or structure(s) or land 148 use that will generate additional impact on the City's public facilities. 149 Encumbered shall mean legally obligated or otherwise committed to use by appropriation 150 or contract. 151 Fair share shall mean that share or portion of the cost of public facility improvements 152 which is reasonably connected to, or has a rational nexus with, the need for additional capital 153 facilities and the increased impact generated by the new residential or commercial construction. 154 Fee payer shall mean a person undertaking development who pays a fair share impact fee 155 in accordance with the terms of this Section. 156 Impact fee shall mean a fee imposed pursuant to this Section, including park and recreation 157 impact fees and police impact fees. 158 Impact fee account shall mean an account established by the City for the purpose of 159 segregating impact fee revenues collected for a particular public facility from all other City funds. 160 249 CODING: Words in strike through type are deletions from the existing law; Words in underscore type are additions. Page 7 of 14 Infrastructure means a fixed capital expenditure or fixed capital outlay, excluding the cost 161 of repairs or maintenance, associated with the construction, reconstruction, or improvement of 162 public facilities that have a life expectancy of at least 5 years; related land acquisition, land 163 improvement, design, engineering, and permitting costs; and other related construction costs 164 required to bring the public facility into service. The term also includes a fire department vehicle, 165 an emergency medical service vehicle, a police department vehicle, and the equipment necessary 166 to outfit the vehicle for its official use. 167 Level of service is a measure of the availability and accessibility of public facilities in 168 support of public facility services. 169 Non-commencement shall mean the cancellation of construction activity making a material 170 change in a structure, or the cancellation of any other development activity making a material 171 change in the use or appearance of land. 172 Parks and recreation facilities shall mean the land, buildings, structures, equipment, and 173 facilities as may be necessary to meet the needs forof the City parks and recreation system, which 174 are created by new development, including those costs whichthat are incidental to the above. 175 Parks and recreation facilities capital costs include, but are not limited to, capital costs 176 associated with the planning, design, and construction of new or expanded parks and recreation 177 facilities, which have a life expectancy of five or more years, and the land acquisition, land 178 improvement, design, and engineering related thereto. Such costs do not include routine and 179 periodic maintenance expenditures or personnel, training, or other operating costs, but do include 180 the following as they relate to the provision of parks and recreation facilities: 181 (1) The cost of all labor and materials; 182 (2) The cost of all lands, property, rights, easements, and franchises acquired, including costs 183 of acquisition or condemnation; 184 (3) The cost of all plans and specifications; 185 (4) The cost of new equipment; 186 (5) The cost of all construction, new drainage facilities in conjunction with new buildings and 187 structures, and site improvements required in accordance with the Comprehensive Plan 188 and/or LDRs; 189 250 CODING: Words in strike through type are deletions from the existing law; Words in underscore type are additions. Page 8 of 14 (6) The cost of relocating utilities to accommodate new construction; 190 (7) The cost of planning, engineering, and legal services; 191 (8) The cost of all land surveying, and soils and materials testing; and 192 (9) The cost of mitigating negative impacts of construction, including natural resource impacts, 193 environmental impacts, noise impacts, air quality impacts, and community impacts. 194 Park and recreation impact fee shall mean impact fees relating to park and recreational 195 facilities. 196 Park facilities tTechnical report shall mean the “City of Boynton Beach 2023 Parks and 197 Recreation Impact Fee Study,” prepared by Raftelis Financial Consultants, Inc., and dated May 198 19, 2023. 199 Police facilities shall mean the land, buildings, structures, equipment, and facilities as may 200 be necessary to meet the needs for the provision of police services at the same level of service, 201 which are created by new development, including those costs that are incidental to the above. 202 Police facilities technical report shall mean the “City of Boynton Beach Police Impact Fee 203 Study,” prepared by Raftelis Financial Consultants, Inc., and dated October 20, 2023. 204 Police facilities capital costs include, but are not limited to, capital costs associated with 205 the planning, design, and construction of new or expanded police facilities, which have a life 206 expectancy of five or more years, and the land acquisition, land improvement, design, and 207 engineering related thereto. Such costs do not include routine and periodic maintenance 208 expenditures or personnel, training, or other operating costs, but do include the following as they 209 relate to the provision of police facilities: 210 (1) The cost of all labor and materials; 211 (2) The cost of all lands, property, rights, easements, and franchises acquired, 212 including costs of acquisition or condemnation; 213 (3) The cost of all plans and specifications; 214 (4) The cost of new equipment; 215 251 CODING: Words in strike through type are deletions from the existing law; Words in underscore type are additions. Page 9 of 14 (5) The cost of all construction, new drainage facilities in conjunction with new 216 buildings and structures, and site improvements required in accordance with the Comprehensive 217 Plan and/or LDRs; 218 (6) The cost of relocating utilities to accommodate new construction; 219 (7) The cost of planning, engineering, and legal services; 220 (8) The cost of all land surveying, and soils and materials testing; and 221 (9) The cost of mitigating negative impacts of construction, including natural resource 222 impacts, environmental impacts, noise impacts, air quality impacts, and community impacts. 223 Police impact fee shall mean impact fees relating to police facilities. 224 Public facilities shall mean means major capital improvements, including, parks and 225 recreational facilities and police facilities for which impact fees are collected pursuant to this 226 Article. 227 Public facilities capital costs include parks and recreation facilities capital costs and police 228 facilities capital costs. 229 Technical Reports shall mean collectively, the park facilities technical report and the police 230 facilities technical report. 231 . . . 232 E. Individual assessment of impact fees. 233 1. Any applicant, prior to or in conjunction with the submission of an application for a building permit 234 or within 30 days of the date of payment of impact fees, may petition the City Manager or City 235 Manager’s designee for a determination that: i) the type of impact fee (park impact fee or police 236 impact fee), the amount of the impact fees imposed on the new development is inappropriate based 237 on the specific land use category applied to the residential or nonresidential development and/or 238 based on the amount of development used to calculate the impact fees and/or based on the service 239 units, as identified in the Technical Reports, to be generated by the applicant's new development as 240 documented by studies and data supported by qualified experts, or ii) the impact fees are otherwise 241 unlawfully imposed. The petition shall specify in detail the basis on which the applicant asserts that 242 the amount of the impact fees is inappropriate or unlawful. 243 252 CODING: Words in strike through type are deletions from the existing law; Words in underscore type are additions. Page 10 of 14 . . . 244 I. Updating, indexing, annual reporting, and audits. 245 1. At least once every five years, the City shall update the Technical Reports which provides the basis 246 for the impact fees imposed under this Section. 247 2. Audits of the City’s financial statements, which are performed by a certified public accountant 248 pursuant to F.S. §218.39, and submitted to the auditor general, must include an affidavit signed by 249 the Finance Director, in compliance with the requirements of F.S. §163.31801. The City will 250 provide for annual accounting and reporting of impact fee collections and expenditures and will 251 account for the revenues and expenditures of such impact fee in a separate accounting fund. 252 3. All updates and annual adjustments to this Section shall comply with statutory requirements for 253 notice and publication. 254 Section 3: Part III, Land Development Regulations; Chapter 2, Land Development Process; 255 Article VI, Section 9, entitled “Imposition of impact fees” of the Code of Ordinances of the City of Boynton 256 Beach, is amended and restated as follows: 257 Sec. 9. Imposition of impact fees. 258 The following impact fees are hereby levied on all new development, as set forth in Section 2(C) 259 of Article VI of the LDRs: 260 A. Parks and recreation impact fee. 261 Type of Dwelling Unit Impact Fee Per Dwelling Unit 10-16-2023 Impact Fee Per Dwelling Unit 10-16-2024 Single Family per Unit $1,920.00 $2,560.00 Dwellings w/ 2-4 Units $1,725.00 $2,299.00 Multifamily 5+ Units $1,436.00 $1,914.00 262 A. Parks and recreation impact fee. 263 1. A parks and recreation impact fee shall be assessed and collected from new development, 264 pursuant to all applicable provisions of this Article, in accordance with the fee schedule. 265 2. There is hereby established a parks and recreation impact fee account into which all parks and 266 recreation impact fees collected shall be deposited. Parks and recreation impact fee revenues 267 253 Page 11 of 14 CODING: Words in strike through type are deletions from existing law; Words in underlined type are additions. shall be spent only on parks and recreation facilities and parks and recreation facilities capital 268 costs as provided in this Section. 269 3. Alternate to parks and recreation impact fee: 270 a. Land Donation in lieu of impact fee. Some or all of the park and recreation facilities impact 271 fee obligation may be satisfied by dedication of land to the city for park and recreation 272 facilities. The process of donation may be initiated by the applicant or the city upon the 273 formal filing of a development application and prior to the completion of staff reviews. 274 When staff anticipates the need for a land dedication in lieu of an impact fee, staff shall 275 notify the property owner/applicant at the pre-application conference. Staff's notification 276 to the property owner/applicant shall include a statement that only the City Commission 277 has the authority to decide when a land dedication will be required in lieu of the payment 278 of the impact fee. In either case, the decision to accept land in lieu of a fee is reserved to 279 the City Commission. 280 b. Master or Site Plan. When either an applicant or the city proposes a land dedication in lieu 281 of all or part of the required cash fee, the applicant shall submit to the Director of Parks 282 and Recreation a proposed plan for the dedication of land for impact fee satisfaction. The 283 proposed plan shall include a legal description of the land and a written appraisal of the 284 land, along with a proposed date for the donation of the land. Upon receipt of the proposed 285 plan, the Director of Recreation and Parks shall schedule a hearing before the City 286 Commission and provide the applicant with written notice of the time and place of the 287 hearing. Such hearing shall be held in accordance with the City Commission rules for 288 conducting quasi-judicial hearings. The City Commission, following a written 289 recommendation from the Director of Parks and Recreation and the City Manager, shall, 290 following the public hearing, determine whether it shall require a land dedication in lieu of 291 a fee by consideration of the following: 292 (1) Suitability. The land should be suitable for future park and recreation facilities based 293 upon the size, shape, topography, geology, access, and location of the proposed 294 development; 295 254 Page 12 of 14 CODING: Words in strike through type are deletions from existing law; Words in underlined type are additions. (2) No Defects. The land must have no known physical or environmental problems such 296 as with drainage or flooding, or on-site safety hazards associated with it; and 297 (3) Consistency. The location of the land and its potential for development should be 298 consistent with the city's Recreation and Parks Strategic Plan 299 c. Approval. Nothing contained herein should be construed to prevent the City Commission 300 from exercising its authority to decline the donation of land as partial or full satisfaction of the 301 parks and recreation impact fee. 302 d. Fair Market Value. The fair market value of said land dedicated in lieu of a cash fee will be 303 credited to the applicant against the impact fee as set forth in this section. If the fair market 304 value exceeds the applicant's impact fee obligation, the reimbursement will be made to the 305 applicant by direct cash payment from the trust fund. 306 e. Appraisal. The value of the proposed land to be dedicated shall be based upon a written 307 appraisal of fair market value by a qualified and professional appraiser, and based upon 308 comparable sales of similar property between unrelated parties in a bargaining transaction, if 309 available. The appraiser must: be a Member of the Appraisal Institute (M.A.I.); have his or her 310 principal office for business in Martin, Palm Beach, or Broward County; and have been 311 qualified to testify as an expert on land valuation in a court proceeding in at least three (3) legal 312 proceedings involving a governmental entity. The fee of the appraiser shall be paid by the 313 applicant when a dedication in lieu of a cash fee is requested by the applicant and by the city 314 when the dedication in lieu of a cash fee is initiated by the city. 315 B. Police impact fee. 316 (Remainder of the Page intentionally left blank) 317 318 319 320 321 322 323 324 255 Page 13 of 14 CODING: Words in strike through type are deletions from existing law; Words in underlined type are additions. POLICE IMPACT FEES 325 DESCRIPTION UNIT OF MEASURE FEE Residential Single-family Dwelling Unit $450.00 Multi-family – Buildings with 2 – 4 Units Dwelling Unit $416.00 Multi-family -Buildings with 5+ Units Dwelling Unit $365.00 Non-residential Commercial 1,000 Sq.Ft. $650.00 Hotel and Motel Per Room $349.00 Office and Healthcare 1,000 Sq.Ft. $227.00 Institutional 1,000 Sq.Ft. $ 56.00 Industrial/Warehousing 1,000 Sq.Ft. $ 24.00 326 [1] Should none of the above land uses adequately define a proposed non-residential development as determined 327 by the City Manager, at the Manager’s discretion the following average charge per square foot of non-328 residential development is considered appropriate: $434.00 per 1,000 sq. ft. 329 330 1. A police impact fee shall be assessed and collected from new development, pursuant to all 331 applicable provisions of this Article, in accordance with the fee schedule above. 332 2. There is hereby established a police impact fee account into which all police impact fees 333 collected shall be deposited. Police impact fee revenues shall be spent only on police 334 facilities and police facilities capital costs as provided in this Section. 335 336 Section 4: Codification. It is the intention of the City Commission of the City of 337 Boynton Beach, and it is hereby ordained that the provisions of this Ordinance shall become and be made 338 a part of the Code and Ordinances of the City of Boynton Beach, Florida, and that Sections of this Ordinance 339 may be renumbered, re-lettered and the word “Ordinance” may be changed to “Section,” “Article,” or such 340 other word or phrase in order to accomplish such intention. 341 Section 5: Severability. If any clause, section, or other part of this Ordinance shall be held 342 by any court of competent jurisdiction to be unconstitutional or invalid, such unconstitutional or invalid 343 256 Page 14 of 14 CODING: Words in strike through type are deletions from existing law; Words in underlined type are additions. part shall be considered as eliminated and in no way affecting the validity of the other provisions of this 344 Ordinance. 345 Section 6: Conflicts. That all Ordinances or parts of Ordinances, Resolutions, or parts 346 of Resolutions in conflict herewith, be and the same are repealed to the extent of such conflict. 347 Section 7. Effective Date. That this Ordinance shall take effect 90 days after adoption and 348 signature by the Mayor. 349 FIRST READING this 5th day of December, 2023. 350 SECOND, FINAL READING AND PASSAGE this ______ day of _______, 2023. 351 CITY OF BOYNTON BEACH, FLORIDA 352 YES NO 353 354 Mayor – Ty Penserga _____ _____ 355 356 Vice Mayor – Thomas Turkin _____ _____ 357 358 Commissioner – Angela Cruz _____ _____ 359 360 Commissioner – Woodrow L. Hay _____ _____ 361 362 Commissioner – Aimee Kelley _____ _____ 363 364 VOTE ______ 365 ATTEST: 366 367 _____________________________ 368 Maylee DeJesús, MMC Ty Penserga 369 City Clerk Mayor 370 371 APPROVED AS TO FORM: 372 (Corporate Seal) 373 374 Shawna G. Lamb 375 City Attorney 376 257 CITY OFBOYNTON BEACH Police Impact Fee Study Final | October 20, 2023 258 341 N. Maitland Avenue, Suite 300, Maitland, FL 32751 www.raftelis.com October 20, 2023 Honorable Mayor and Members of the City Commission City of Boynton Beach 100 E. Ocean Avenue Boynton Beach, FL 33435 Subject: Police Impact Fee Study Ladies and Gentlemen: We have completed our study of the police impact fees for the City of Boynton Beach (City) and have summarized the results of our analysis, assumptions, and conclusions in this report, which is submitted for your consideration. This report summarizes the basis for the proposed impact fees in order to provide funds to meet the City’s capital expenditure requirements for such services allocable to new development. During the course of the study, it was determined that the proposed impact fees should meet a number of goals and objectives. These goals and objectives primarily deal with fee sufficiency and level. Specifically, the major objectives considered in this study include: The Impact Fees should be sufficient to fund the portion of the capital requirements associated with providing service capacity to new development; The Impact Fees should not be used to fund deficiencies in capital needs, if any; and The Impact Fees should be based upon reasonable level of service standards, which meet the needs of the City and are similar to industry standards. The proposed police impact fees presented in this report should meet the above objectives, as identified during this study. As such, based on information provided by the City and the assumptions and considerations reflected in this report, Raftelis Financial Consultants, Inc. (Raftelis) considers the proposed fees to be cost-based, reasonable, and representative of the funding requirements of the City. (Remainder of page intentionally left blank) 259 Honorable Mayor and Members of the City Commission City of Boynton Beach October 20, 2023 Page 2 We appreciate the cooperation and assistance given to us by the City and its staff in the completion of the study. Very truly yours, RAFTELIS FINANCIAL CONSULTANTS, INC. Henry L. Thomas Vice President Shawn A. Ocasio Manager HLT/dlc Attachments 260 City of Boynton Beach / Police Impact Fee Study Table of Contents TABLE OF CONTENTS Table of Contents ................................................................................................ i List of Tables ....................................................................................................... ii Executive Summary and Recommendations ................................................ ES-1 EXECUTIVE SUMMARY ......................................................................................................................... ES-1  FINDINGS AND RECOMMENDATIONS ................................................................................................. ES-2 Section 1 – Introduction .................................................................................... 1-1 INTRODUCTION ...................................................................................................................................... 1-1  AUTHORIZATION .................................................................................................................................... 1-1  CRITERIA FOR IMPACT FEES ............................................................................................................... 1-1  IMPACT FEE METHODS ......................................................................................................................... 1-3  SUMMARY OF REPORT ......................................................................................................................... 1-3 Section 2 – City Demographics ........................................................................ 2-1 GENERAL ................................................................................................................................................ 2-1  POPULATION AND DEVELOPMENT FORECAST ................................................................................. 2-1  FUNCTIONAL POPULATION ALLOCATION ........................................................................................... 2-2  PERSONS PER HOUSEHOLD ................................................................................................................ 2-3 Section 3 – Police Impact Fee Analysis ........................................................... 3-1 GENERAL ................................................................................................................................................ 3-1  LEVEL OF SERVICE STANDARDS ......................................................................................................... 3-1  EXISTING POLICE ASSETS .................................................................................................................... 3-2  CAPITAL IMPROVEMENT PLAN ............................................................................................................. 3-3  DESIGN OF POLICE CAPITAL FACILITY IMPACT FEE ......................................................................... 3-3  POLICE CAPITAL FACILITIES IMPACT FEE ASSUMPTIONS ............................................................... 3-4  IMPACT FEE COMPARISONS ................................................................................................................ 3-6  261 City of Boynton Beach / Police Impact Fee Study List of Tables LIST OF TABLES Table No. Description Section 2 – City Demographics: 2-1 Population Detail and Housing Elements 2-2 Functional Population and Employment Data Section 3 – Police Impact Fee Analysis: 3-1 Summary of Existing Personnel 3-2 Summary of Existing Capital Equipment, Vehicles, and Facilities 3-3 Summary of Proposed Capital Equipment, Vehicles, and Facilities 3-4 Summary of Capital Costs to Provide Police Services 3-5 Impact Fee Design 3-6 Police Impact Fee Comparison Appendices: A Florida Impact Fee Act B Functional Allocation of Existing Capital Equipment, Vehicles, and Facilities C Land Use Impact Fee Categorizations 262 City of Boynton Beach / Police Impact Fee Study Executive Summary | ES-1 EXECUTIVE SUMMARY AND RECOMMENDATIONS Executive Summary The purpose of an impact fee is to assign, to the extent practical, growth-related capital costs to the new development responsible for such costs. To the extent new population growth and associated development imposes identifiable capital costs to municipal services, equity and modern capital funding practices suggest the assignment of such cost to those new residents or system users responsible for such costs. The City of Boynton Beach (City) has recognized this capital funding strategy as being an appropriate method of funding certain growth-related capital requirements of the City. The City does not currently charge impact fees for police capital facilities. Raftelis Financial Consultants, Inc. (Raftelis) was retained to develop proposed impact fees for first time implementation for police capital facilities, as appropriate. Based on the subsequent discussions in this section, the following table summarizes the proposed impact fees for residential and non-residential classifications as follows: Proposed Police Impact Fees Description Impact Fee Unit Maximum Supportable Fee Residential: Single-family Dwelling Unit $450.00 Multi-family – Buildings with 2 – 4 Units Dwelling Unit 416.00 Multi-family – Buildings with 5+ Units Dwelling Unit 365.00 Non-residential: Commercial 1,000 Sq. Ft. $650.00 Hotel / Motel Per Room 349.00 Office and Healthcare 1,000 Sq. Ft. 227.00 Institutional 1,000 Sq. Ft. 56.00 Industrial / Warehousing 1,000 Sq. Ft. 24.00 __________ [1]Should none of the above land uses adequately define a proposed non-residential development as determined by the City Manager, at the Manager’s discretion the following average charge per square foot of non-residential development is considered appropriate: $434.00 per 1,000 sq. ft. (Remainder of page intentionally left blank) 263 City of Boynton Beach / Police Impact Fee Study Executive Summary | ES-2 A comparison of the City’s proposed single-family residential impact fees levels to other local municipalities is shown below for informational purposes. As shown on the previous page, the City’s calculated impact fees are generally comparable to the impact fees charged by other Florida communities surveyed. Findings and Recommendations The following is a summary of our observations and recommendations following the investigations and analyses included in the preparation of this report: 1.The impact fees must be reasonably related to the cost of providing capital facilities / equipment needed to accommodate new growth. The impact fees collected must be used by the City to address the capital costs related to serving new development. Based on the information made available by the City, the proposed impact fees are intended to meet these Florida legal requirements. 2.Pursuant to Florida Statutes Section 163.31801, the City must provide notice no less than 90 days before the effective date of an ordinance or resolution imposing a new or increased impact fee. 3.Collection of the fee may not be required before the issuance of the building permit. 264 City of Boynton Beach / Police Impact Fee Study Executive Summary | ES-3 4.In compliance with Florida Statutes the City should collect and maintain revenue from the municipal fee in designated sub-accounts and use such fees on those facilities designated for each purpose. 5.The City should adopt the impact fees as proposed to ensure adequate funding sources are available to fund future service expansion projects needed to provide the identified level of service to new growth. 6.The fees developed within this report reflect recovery of identified costs though the City has discretion to phase in or otherwise adopt less than the fully calculated fees. However, the adoption of fees less than the fully calculated rates should be applied to all land uses equally in order to maintain the calculations herein in correct proportion. Adopting less than the calculated rates would increase the reliance on General Fund and other revenue sources to meet the capital demands of growth. The subsequent sections of this report provide detailed discussions on the assumptions and methodology used in the development of the proposed impact fees for police capital facilities. (Remainder of page intentionally left blank) 265 City of Boynton Beach / Police Impact Fee Study Section 1 – Introduction | 1-1 SECTION 1 – INTRODUCTION Introduction The City of Boynton Beach (City) is located in Palm Beach County (County) north of Miami and south of West Palm Beach. The City comprises approximately 17 square miles and provides police services to year-round and seasonal residents. Based on the published U.S. Census in 2020, the City’s permanent population was 80,380. Based on historical growth trends discussions with the City’s Planning Department, the estimated 2022 permanent population was approximately 81,900 with an additional seasonal population of about 8,000. It is anticipated that the City will have modest growth over the next 30 years with the City’s permanent population projected to reach 96,000 with approximately 39,800 housing units by 2050 (Forecast Period). In order to meet this anticipated growth and development and to maintain current levels of service, the City’s Police Department will need to fund capital improvements to serve such development. The City’s currently does not charge impact fees for police capital facilities but has recognized that impact fees are an appropriate funding strategy to recover the costs of capital facilities associated with growth. Therefore, the City authorized Raftelis to design police impact fees and develop proposed fees for consideration. Authorization Raftelis was authorized by the City to develop police impact fees pursuant to an agreement between the City and Raftelis. The scope of work for this project, as defined in the agreement, was to: 1.Review and analyze the capital requirements of the City that are needed to meet the level of service standards for the police department’s function. This analysis includes a review of i) the existing and future facility and equipment inventory of the department; ii) service area population and development demographics and future needs; and iii) fee application methodology. 2.Where appropriate, develop a fee to be charged to new development in order to recover the capital costs associated with providing police capital facilities. This analysis includes the apportionment of costs among customer / development classifications, and the development of the fee per equivalent billing unit. 3.Develop a comparison of police impact fees and associated billing attributes for similar charges imposed by other neighboring jurisdictions. 4.Prepare a report that documents our analyses, assumptions, and conclusions for consideration by the City Manager and City Commission. Criteria for Impact Fees The purpose of an impact fee is to assign, to the extent practical, growth-related capital costs to those new customers that benefit from the facilities funded by such expenditures. To the extent new population growth and associated development imposes identifiable capital costs to municipal services, equity and modern capital funding practices suggest the assignment of such costs to those new residents or system users responsible for 266 City of Boynton Beach / Police Impact Fee Study Section 1 – Introduction | 1-2 such costs rather than the existing population base. Generally, this practice has been labeled as “growth paying its own way.” Historically, impact fees in Florida were a result of home rule powers with the requirements associated with the development, administration, accounting, and expenditure governed by case law. However, Section 163.31801 of the Florida Statutes, known as the “Florida Impact Fee Act,” was created on June 14, 2006, which placed specific requirements and limitations on that home rule authority. This statute has been amended several times since its initial adoption, including significant additional provisions in 2021 such as limiting the percentage increase for a change in impact fees. Appendix A at the end of the report includes the full Florida impact fee statute. The statute provides specific impact fee criteria, certain precedents established by case law also constitute the legal requirements associated with impact fees. Some of the major criteria includes the following: 1.The impact fee should be reasonably equitable to all parties; that is, the amount of the fee must bear a relationship to the demand for services; 2.The system of fees and charges should be set up so that there is not an intentional windfall to existing users; 3.The impact fee should, to the extent practical, only cover the capital cost of construction and related costs thereto (engineering, legal, financing, administrative, etc.) for increases in or expansions of capacity or capital requirements for major facilities that are required due to growth. Therefore, expenses due to normal renewal and replacement of a facility (e.g., replacement of a capital asset) should be borne by all users of the facility or municipality. Similarly, increased expenses due to operation and maintenance of that facility should be borne by all users of the facility; and 4.The local government must adopt a revenue-producing ordinance that explicitly sets forth restrictions on revenues (uses thereof) that the imposition of the impact fee generates. Therefore, the funds collected from the impact fees should be retained in a separate account, and separate accounting must be made for those funds to ensure that they are used only for the lawful purposes described. Based on the criteria provided above, the impact fees herein will: i) include local current costs of improvements associated with the capacities needed to serve new growth; ii) not reflect costs of improvements associated with the renewal and replacement (R&R) of existing capital assets or deficiencies in level of service attributed to existing development; and iii) not include any costs of operation and maintenance of the capital improvements and equipment. This section provides only a general background regarding impact fees. Certain circumstances and issues regarding the interpretation of specific statutes or case law should be addressed by qualified legal counsel. (Remainder of page intentionally left blank) 267 City of Boynton Beach / Police Impact Fee Study Section 1 – Introduction | 1-3 Impact Fee Methods There are different methods for the calculation of an impact fee. The calculation is dependent on the type of fee being calculated (e.g., police, recreational services, transportation, etc.), cost and engineering data available, and the availability of other local data such as household and population projections, current levels of service, and other related items. The proposed fees reflected in this report are predominantly based on a combination of two methods. These two methods were: i) the improvements-driven method; and ii) the buy-in or recoupment approach. These methods have been utilized in the development of impact fees for local governments throughout Florida. The improvements-driven method is an approach that utilizes a specific list of existing or planned capital improvements over a period of time. For example, the fee may correspond to the level of capital improvements that have been identified in the capital improvements element of the Comprehensive Plan or capital improvement budget of the entity. The buy-in or recoupment method is based on the historical cost of assets, and adjustments to the basis of these assets, currently in service and with capacity available to serve new growth. The primary difference between the two methodologies is how the capital costs, which must be recovered from the application of the fee, are calculated. The proposed impact fees herein for the police capital facilities include the application of these methods based on the capital facilities required to provide such services and meet the City’s service level standards. For police services these level-of-service (LOS) standards can vary by community as each municipality establishes its unique vision for the quality of life. Where appropriate, the blending of methods occurred and a more complete discussion of the methods used for the development of the impact fees are presented in Section 3. Summary of Report In addition to Section 1, this report has been subdivided into two (2) other sections. The following is a brief discussion of the remaining sections included in this report. Section 2 – City Demographics. This section of the report provides a general discussion of the residential and proposed non-residential land use characteristics. Also presented in this section is a discussion on the functional population methodology used to develop the residential and nonresidential weighting factors as well as the forecast of the residential population and dwelling units that are necessary in the design of the impact fees for the municipal services. Section 3 – Police Capital Facilities Impact Fee Analysis. This section discusses the development of the police impact fee, including the capital requirements associated with providing police facilities to the City’s residents, the methodology for the determination of the proposed fees, assumptions utilized in the design of the fees, and other factors associated with the fee determination. (Remainder of page intentionally left blank) 268 City of Boynton Beach / Police Impact Fee Study Section 2 – City Demographics | 2-1 SECTION 2 – CITY DEMOGRAPHICS General This section provides a general discussion of the current service area, including population and housing statistics and other demographic information related to land use. Additionally, a discussion of the anticipated growth in population and associated growth in residential dwelling units is also contained in this section along with a discussion on the functional population approach used to develop the non-residential land use factors. Population and Development Forecast A forecast of the population of the City is needed in order to: i) have an appropriate planning horizon to ensure that capital improvement needs and costs are apportioned over a suitable growth segment; ii) link LOS requirements to the capital facility plan; and iii) identify any deficiencies in existing capital facilities related to the LOS standards and current population served. As shown in Table 2-1 at the end of this section, the City’s total estimated population is 81,873 in 2022. Based on information provided by the City, it is estimated that the total population will approach approximately 88,578 permanent residents by 2023 and 96,038 residents by the year 2050. Thus, the population growth anticipated by the City is expected to be moderate, approximately 0.8% on an average annual basis through the year 2032 and then conservatively by 0.5% percent through the year 2050. Historical and Projected Population and Dwelling Units Year Permanent Population Seasonal Population Total Permanent and Seasonal Population Total Dwelling Units Avg. Permanent Population per Dwelling Unit [A][B]=[A]/[B] 2022 [1] 81,873 8,024 89,897 33,943 2.41 2025 83,614 8,194 91,808 34,665 2.41 2030 87,549 8,580 96,129 36,296 2.41 2032 88,578 8,681 97,259 36,723 2.41 2035 90,144 8,834 98,978 37,372 2.41 2040 92,380 9,053 101,433 38,299 2.41 2045 94,207 9,232 103,439 39,057 2.41 2050 96,038 9,412 105,450 39,816 2.41 __________ [1]Future population estimates shown based on a review of historical population growth as obtained from the U.S. Census Bureau and discussions with City staff. To the extent the projection of future development materially changes, it would then be appropriate for the City to re-evaluate the impact fees developed in this report. (Remainder of page intentionally left blank) 269 City of Boynton Beach / Police Impact Fee Study Section 2 – City Demographics | 2-2 Functional Population Allocation In order to develop impact fees by land use, the capital costs need to be apportioned between residential and non- residential properties. The apportionment is accomplished through a functional population allocation method. The use of functional population[1] to develop more equitable impact fees has widely been used in Florida since the 1980s and remains a vital tool in estimating service demands between customer classes. Specifically, this methodology is applied to apportion capital costs associated with police protection services allocable to the non- residential classes. The concept of functional population is incorporated in order to spread capital costs more equitably between residential and non-residential land-uses. Businesses place demands upon public services in the same manner as residents do, and it is equitable to spread these costs based on the average number of people expected to be present. For residential use, the allocation is calculated per resident based on the average amount of time spent at the residence. The resident’s remaining time is then allocated as either an employee and/or visitor to the remaining non- residential classes as determined using traffic generations, estimated employment data, and anticipated operations. The net result is the total number of person hours per location. Table 2-2 provides the details used to estimate the functional population coefficients. Generally, the following results were observed: Residential costs are based on the average amount of time spent at home or approximately 61% for each citizen on average. Non-residential costs are based on the remaining time (39%) that each citizen serves as a visitor or employee within the community. Regarding nonresidential land uses, based on discussions with the City, five (5) main land use categories were developed for the purposes of applying the impact fees to new nonresidential development. These categories were developed to attempt to reasonably differentiate between the nonresidential land uses and their demands for police services while also not creating an administrative burden on the City. The main categories are listed below with a brief set of example land uses that would fall within them based on the City’s land use matrix. Commercial – Restaurants, new and used merchandise stores, grocery stores, hardware stores, convenience stores, clothing stores, electronics and appliance stores, gas stations, automotive part stores, specialty food stores, car washes, bars and night clubs, etc. Office and Healthcare – Business or professional officers, call centers, bank and financial offices, counseling offices, medical or dental offices, real estate businesses, investigative services, call centers, hospitals, etc. Hotel and Motel – Hotel and motel establishments, bed and breakfasts, etc. Institutional – Churches, civic and fraternal clubs, museums, art campuses, colleges, seminaries, universities, industrial and trade schools, primary and secondary schools, professional and technical schools, etc. [1]Nicholas, Nelson, and Juergensmeyer. A Practitioner’s Guide to Development Impact Fees. American Planning Association, 1991. 270 City of Boynton Beach / Police Impact Fee Study Section 2 – City Demographics | 2-3 Industrial / Warehousing – Food processing facilities, commercial bakeries, medical equipment and supply, plastic products, rubber products, textile products, metal fabricated products, wood products, pharmaceutical and medicine products, storage facilities, warehousing, wholesale trade, etc. It should be noted that the listing of examples below is not exhaustive and that the full listing will be included as Appendix C to this report. The functional population results were used to develop the police capital facilities impact fees provided for in Section 3 of this report. Persons per Household In order to develop recreational impact fees based on the type of residential properties to estimate the impact on police capital facilities, Raftelis evaluated the existing residential units within the City. Based on the historical relationships of persons per dwelling unit for single-family and multi-family property types used in the existing fees as well as revised population and unit data from the Census Bureau an estimate of persons per unit was developed and is shown below. Single-family, Attached or Detached Persons per Household – 2.63 Dwellings in Buildings Containing Two (2) to Four (4) Units – 2.36 Multi-family (Dwellings Containing Five [5] or More Units) – 1.97 (Remainder of page intentionally left blank) 271 Page 1 of 1 Section 2 City of Boynton Beach Utility and Municipal Impact Fee Study List of Tables Table Description 2-1 Population Detail and Housing Elements 2-2 Functional Population and Employment Data 272 Page 1 of 1 Table 2-1 City of Boynton Beach, Florida Municipal Impact Fee Study Population Detail and Housing Elements Annual Line Average Permanent Seasonal Total Total Avg. Permanent No. Fiscal Year Rate Population [1] [2] Population Population Units [2] Pop. per Unit [A] [B] = [A] / [B] 1 2022 1.16% 81,873 8,024 89,897 33,943 2.41 2 2025 0.70% 83,614 8,194 91,808 34,665 2.41 3 2027 0.92% 85,166 8,346 93,513 35,308 2.41 4 2030 0.92% 87,549 8,580 96,129 36,296 2.41 5 2032 0.59% 88,578 8,681 97,259 36,723 2.41 6 2035 0.59% 90,144 8,834 98,978 37,372 2.41 7 2040 0.49% 92,380 9,053 101,433 38,299 2.41 8 2045 0.39% 94,207 9,232 103,439 39,057 2.41 9 2050 0.39% 96,038 9,412 105,450 39,816 2.41 10 Overall 2022 - 2050 0.57% Footnotes [1] Fiscal Year 2022 population based on information provided by the City. [2] Population projection based on County projections as provided by the City. 273 Page 1 of 1Table 2-2City of Boynton BeachUtility and Municipal Impact Fee StudyFunctional Population and Employment DataLineITETrips per Unit One-way Occupants per Trip per Day People per Unit per Day Hours per Hours Days perWeekly Person Hours on SiteFunctional No.Land Use CategoryCode Impact Unit per Day Trip factor (50%) Employees [1] Visitors Employees Visitors Visitor Operation Week Per Employee Per Visitor Total Pop. Factor[a][b][c][d][e][f][g] [h] [i][j][k][l] [m]1Residential - per person [2]ResidentN/AN/AN/A N/A N/AN/A N/A N/A N/A N/AN/A N/A 0.605049Non-Residential2 Industrial/Warehousing150 1,000 Sq Ft1.710.86 1.05 1.750.340.93 0.25 8.00 5.00 13.541.16 14.71 0.0875423 Institutional560 1,000 Sq Ft7.603.80 1.05 1.770.006.73 1.00 8.00 5.000.00 33.65 33.65 0.2002984 Hotel and Motel320Rooms3.351.68 1.05 1.740.132.69 10.00 24.00 7.00 22.36 188.30 210.66 1.2539285 Office and Healthcare710 1,000 Sq Ft10.845.42 1.05 1.193.262.76 0.50 8.00 5.00 130.216.90 137.11 0.8161326 Commercial820 1,000 Sq Ft37.0118.51 1.05 1.852.12 30.49 1.00 12.00 7.00 178.46 213.43 391.89 2.332701Footnotes[a] From 11th Edition ITE Manual[b] This factor is used to divide the trip rate in half which provides the basis for estimating visitors per day per impact unit[c] Assumptions below[d] From 2017 National Household Travel Survey, vehicle occupancy by trip purpose[e] From 11th Edition ITE Manual per employee[f] = ([b] -([e]/[c]))*[d][g] Time assumption per visitor[h] Time assumption per employee[i] Time assumption[j] = [e] * [h] * [i][k] = [f] * [g] * [i][l] = [j] + [k][m] = [l] / 24 * 7[1] Estimated Occupants per Vehicle based on recent census data:Total Workers66,392Percent Carpooling8.9%Workers Carpooled5,902Workers Not Carpooled60,490Total Vehicles63,441Estimated Workers per Vehicle1.05[2] Residential population converted to Functional Population based upon the following assumptions related to recent census data:Estimated Population (2022)81,873Percent of Eligible Workers83.0%Available Workforce67,955Percent Unemployed2.3%Total Workers66,392Hours Available per Day24.00Total Hours1,964,952Hours per Day at Residence - Workday12.00Average Hours per Day at Residence - Workforce13.71Total Workforce Hours at Residence910,234Average Hours per Day at Residence - Non-workforce18.00Total Non-workforce Hours at Residence278,658Total Hours at Residence1,188,892Total Hours as Employee and/or Visitor776,060Percent of Total Hours at Residence0.6050274 City of Boynton Beach / Police Impact Fee Study Section 3 – Police Impact Fee Analysis | 3-1 SECTION 3 – POLICE IMPACT FEE ANALYSIS General This section provides a discussion of the development and design of the proposed impact fee for Police capital facilities. Included in this section is a discussion of the City’s adopted level-of-service (LOS) standards, capital costs included as the basis for the fee determination, and the design of the fee to be applied to new growth within the City. Level of Service Standards In the evaluation of the capital facility needs for providing municipal services such as police protection, an LOS standard should be developed. Pursuant to Section 163.3164, Florida Statutes, the “level of service” means an indicator of the extent or degrees of service provided by, or proposed to be provided by, a facility based on and related to the operational characteristics of the facility. Level of service shall indicate the capacity per unit of demand for each public facility or service. Essentially, the level of service standards is established in order to ensure that adequate facility capacity will be provided for future development and for purposes of issuing development orders or permits, pursuant to Section 163.3202(2)(g) of the Florida Statutes. As further stated in the Administrative Code, each local government shall establish a LOS standard for each public facility located within the boundary, for which such local government has authority to issue development orders or permits. Such LOS standards are set for each individual facility or facility type and not on a system-wide basis. Based on information provided by the City’s Police Department, there currently are 69.5 civilian and administrative FTE (Full Time Equivalent) positions and 162 FTEs for patrols officers funded in the amended 2023 budget to serve a total permanent population of approximately 81,900 permanent residents as shown in Table 3-1. The current level of service being provided is 1.98 full-time sworn officers per 1,000 population served. The City’s currently level of service is generally comparable with police staffing guidelines as published by state and national law enforcement agencies as follows: The Federal Bureau of Investigation, U.S. Department of Justice, Uniform Crime Report that indicated an average achieved standard of 2.4 police officers and support personnel per 1,000 inhabitants in the United States. The Florida Department of Law Enforcement recognizes a state average of 2.42 officers per 1,000 population for police departments. Each full-time patrol officer requires a complement of personnel equipment, vehicles and other equipment, and base facilities, as follows: Personnel Equipment: Each sworn officer must be equipped with uniforms, weapons, and other relevant personal equipment to perform his/her duties. A few of the basic issue items include: 1.Service weapons; 2.Ballistic (protective) vest; 275 City of Boynton Beach / Police Impact Fee Study Section 3 – Police Impact Fee Analysis | 3-2 3.Handcuffs and less lethal weapons; and 4.Portable radio. It should be noted that while these types of assets are necessary to provide police service the Florida Impact Fee Act limits the types of assets that can be included in the calculation of the impact fee and short-lived (useful lives of less than 5 years) minor equipment type assets are not included in our fee calculations. Vehicles and Other Equipment: The department maintains a fleet of patrol and administrative vehicles to provide police protection services to the City. The City anticipates having to add additional police officers by 2027 to keep pace with projected population growth while maintaining service levels. Generally, each vehicle must be equipped with relevant communications, detection / surveillance, and defense equipment. Other mission essential equipment used in operations include communication, detection / surveillance and defense equipment and also include radar units, computers, and less lethal weapons. These vehicles and equipment needs have been included in the impact fee calculation, which will allow the City to accrue a portion of costs over time from new growth. Base Facilities: The City’s existing police headquarters currently accommodates the department’s existing personnel and is anticipated to meet the needs of new growth as well. As discussed above, the City has made existing investments in police services, and plans to make future improvements that will serve new growth. Tables 3-2 and 3-3 at the end of this section provide a detailed listing of the existing and planned equipment, vehicles, and facilities, respectively. The combined investment totals after adjustments are approximately $24.0 million as shown in Table 3-4. Existing Police Assets In the development of the fee, the original costs of the existing assets and any grant funding or contributions towards those assets were considered. The City’s existing assets are categorized by major type and are summarized below. Inventory of City Police Assets [1] Description Original Cost Includable Costs Machinery and Equipment $1,834,449 $0 Major Vehicles 3,877,904 3,877,904 Other Capital Equipment and Facilities 22,738,661 22,738,661 Subtotal $28,451,014 $26,616,565 Grant Funded Facilities ($0) ($0) Total $28,451,014 $26,616,565 __________ [1]Amounts as shown on Table 3-2. As shown above, of the $28,451,014 in police assets, $26,616,565 is included in the calculation of the impact fee as the Florida Statutes limit the inclusion of short-lived capital equipment and as a result of the City obtaining no grant funding and capital contributions, which could offset the capital cost to the City. 276 City of Boynton Beach / Police Impact Fee Study Section 3 – Police Impact Fee Analysis | 3-3 Capital Improvement Plan In the development of the proposed fee, the following capital improvement requirements were provided by the City. Along with the City’s existing investment in police assets, these capital requirements are anticipated and designed to maintain the department’s ability to provide service to the City’s buildout population level and fulfill the identified level of service standards. The City’s capital requirements are categorized by type of expenditure and are summarized below. Projected Future City Investment in Police Assets (Capital Plan) [1] Description Amount Major Vehicles $2,005,200 Other Major Capital Equipment and Facilities 4,977,500 Subtotal $6,982,700 Grants (1,025,000) Net Future City Investments in Police Assets $5,957,700 __________ [1]Amounts as provided by City staff and are shown on Table 3-3. As can be seen above, the City anticipates spending $6,982,700 in order to further develop the police assets and facilities to provide the desired level of service to the City as it grows through 2027. These amounts were then adjusted to account for grants by $1,025,000. The net amount recognized in the calculation of the fee was $5,957,700. Design of Police Capital Facility Impact Fee The method used to determine the police services impact fee is a combination of the improvements-driven method and buy-in method as the recoupment of a portion of existing investments availability to serve new growth and the costs associated with adding additional capacity to service the City’s future needs are recognized. This method was based upon a four-step process. Table 3-4 helps to illustrate the results of the approach. The following is a brief description of the method used in this study. •Development of Total Capital Need – Based on the previously noted existing investment in the department that is includable in per the Florida Statutes plus the includable portion of the multiyear capital plan the total investment in police department capital facilities was developed. This amount then allocated based on the level of officers served by those assets is approximately $140,000 per officer. In order to maintain the existing level of service the City is projected to need an additional 7 officers for a total of 169 by 2027. The total includable investment on a per officer basis of $140,340 applied to these projected 169 officers comes to a total projected investment of $23,717,503. This amount is the total allocated capital cost to serve the projected population growth. •Allocation of Base Capital Costs to Customer Classes – This step allocates the base capital costs, the reserved service capacity allocable to all customer classes irrespective of call demand. The base costs are calculated on a per person basis and then allocated between residential and non-residential land-uses based on “functional population” estimates. •Allocation of Variable Costs to Customer Classes – This step allocates the remaining capital costs between the resident and non-residential land-uses based upon estimated call demand as provided by the City. 277 City of Boynton Beach / Police Impact Fee Study Section 3 – Police Impact Fee Analysis | 3-4 Therefore, some classes of land-use, which may incur few or no service calls, will carry a lower cost than other high-demand sectors such as commercial. Calculation of Cost per Equivalent Impact Fee Unit – Once the allocated base and variable costs are identified per land-use, they are summarized and presented as a unit of measure basis; per dwelling unit, per 1,000 square feet, per bed, or per room. Table 4-5 provides a detailed listing of the proposed impact fees and their appropriate land-use and measures. POLICE CAPITAL FACILITIES IMPACT FEE ASSUMPTIONS The development of the police services impact fees required several assumptions. The major assumptions used in the development of the proposed impact fees are as follows: 1.In the development of the capital costs to serve growth, the total existing and projected capital costs of providing police services were developed as described previously based on existing asset records and proposed capital expenditures through 2027. The total existing and projected investment of $23.7 million was the cost basis used in the development of the fees. 2.In the development of the capital costs, it was assumed that the existing level of service would be maintained by the City by the end of the Forecast Period. This level of service includes only the number of full-time patrol officers to serve the general population of the City. As previously mentioned, the level of service assumed in this study is 1.98 full-time patrol officers per 1,000 of population. 3.The estimated capital base costs or reserved service capacity, allocable to all customer classes were allocated between the residential and non-residential customer classes based on “functional population” estimates. The concept of functional population is incorporated in order to spread capital costs more equitably between residential and non-residential land-uses. Businesses place demands on police services in the same manner as residents do, and it is equitable to spread these costs based on the average number of people expected to be present. For the residential uses, the allocation is calculated per resident based on the average amount of time spent at the residence. The resident’s remaining time is then allocated as either an employee and/or visitor to the remaining non-residential classes as determined using traffic generations, estimated employment data, and operational details. The net result is the total number of person hours per location as derived from Table 2-2 in Section 2. The base costs are calculated on a per person basis and then applied to the residential and non-residential land-uses based upon the respective functional population coefficient. 4.The estimated variable capital cost of providing for a full-time patrol officer was allocated between the residential and non-residential customer classifications based on the estimated percentage of service calls made by the Police Department as provided by the City on a per class basis. IMPACT FEE CALCULATION Based on the above-referenced assumptions, the allocated capital facilities, and the population and land use projections of the City, the police services impact fees for the residential and non-residential customer classifications were developed. As shown in Table 3-5 at the end of this section, the cost per equivalent impact fee unit by customer classification was determined. The following summarizes the proposed changes to the residential police protection impact fees: 278 City of Boynton Beach / Police Impact Fee Study Section 3 – Police Impact Fee Analysis | 3-5 Proposed Police Impact Fees Description Unit of Measure Proposed Residential: Single-family Dwelling Unit $450.00 Multi-family – Buildings with 2 – 4 Units Dwelling Unit 416.00 Multi-family – Buildings with 5+ Units Dwelling Unit 365.00 Non-residential: Commercial 1,000 Sq. Ft. $650.00 Hotel and Motel Per Room 349.00 Office and Healthcare 1,000 Sq. Ft. 227.00 Institutional 1,000 Sq. Ft. 56.00 Industrial / Warehousing 1,000 Sq. Ft. 24.00 __________ [1] Should none of the above land uses adequately define a proposed non-residential development as determined by the City Manager, at the Manager’s discretion the following average charge per square foot of non-residential development is considered appropriate: $434.00 per 1,000 sq. ft. Taking into account the methodology used for the determination of the fee and the estimates associated with determining the police capital needs of the City, it is concluded that the proposed impact fees are reasonable. It should be noted that in the development of the fee per equivalent impact fee unit, that no credits associated with developer land dedication or other similar activities have been recognized. Also, it should be noted that the proposed incremental capital improvements are stated in Fiscal Year 2023 dollars and do not include any inflationary allowances. To meet the City’s needs in terms of providing the necessary police-related capital improvements required by growth, the City should implement the fees as demonstrated on the table above. In the development of the cost per equivalent impact fee unit, it was determined that the rate should be applied on a “per dwelling unit” basis for the residential class and primarily on a “per square footage” of commercial development for the non-residential class. As shown in Table 3-5, some non-residential land uses are measured by units other than square feet. These factors are common throughout the state as the equivalent impact fee unit for fee determination. The use of these equivalency factors was based on industry practices, discussions with the City, comparisons of fee applicability provisions of neighboring jurisdictions, and promotion of administrative simplicity. (Remainder of page intentionally left blank) 279 City of Boynton Beach / Police Impact Fee Study Section 3 – Police Impact Fee Analysis | 3-6 Impact Fee Comparisons In order to provide the City additional information about the proposed impact fees, a comparison of the proposed fees for the City and those charged by other jurisdictions was prepared. Table 3-6 at the end of this section summarizes the impact fees for police capital facilities charged by other communities with the proposed rates of the City. Please note that each community may establish a different LOS standard to meet its demographic needs for police services and capital facilities. The City can anticipate variances between other communities. (Remainder of page intentionally left blank) 280 Page 1 of 1 Section 3 City of Boynton Beach Police Impact Fee Study List of Tables Table Description 3-1 Summary of Existing Personnel 3-2 Summary of Existing Capital Equipment, Vehicles and Facilities 3-3 Inventory of Proposed Capital Equipment, Vehicles and Facilities 3-4 Summary of Capital Costs to Provide Police Services 3-5 Impact Fee Design 3-6 Police Impact Fee Comparison 281 Page 1 of 1 Table 3-1 City of Boynton Beach Police Impact Fee Study Summary of Existing Personnel Allocation to Future Officers Line Adopted Amended Allocation Achieved No. Description Budget [1] Budget [2] Basis LOS Personnel 1 Police Chief 1.0 1.0 2Deputy Chief 1.0 1.0 3 Assistant Police Chief 2.0 2.0 4 Police Major 3.0 3.0 5 Police Captain 6.0 6.0 6 Police Sergeant 23.0 23.0 7 Police Officer (Funded by CRA)3.0 3.0 8 Police Officer 117.0 123.0 9 Total Sworn Officers 156.0 162.0 Per 1,000 Population 1.98 10 Public Service Aides 6.0 6.0 11 Public Service Aides (CRA Funded) 1.0 1.0 12 Criminal Intelligence Analyst 1.0 1.0 13 Police Budget Services Administrator 1.0 1.0 14 Fitness and Wellness Coordinator 0.0 1.0 15 Police Administrative Specialist I 5.0 4.0 16 Police Administrative Specialist II 1.0 1.0 17 Redlight Camera Adminstrator 0.0 1.0 18 Accreditation Manager 1.0 1.0 19 Real Time Crime Center Analyst 1.0 1.0 20 Digital Forensic Specialist 1.0 1.0 21 Animal Cruelty Investigator 1.0 1.0 22 Victim Advocate 1.0 1.0 23 Police Services Manager 1.0 1.0 24 Evidence Technician 2.0 2.0 25 Crime Scene -Unspecified Personnel *4.0 4.0 26 Police Records Manager 1.0 1.0 27 Police Records Technician 9.0 9.0 28 Manager, ITS 1.0 1.0 29 Network Administrator /Systems Engineer 1.0 1.0 30 Police Video & Technology Security Administrator 1.0 0.0 31 CAD & RMS Administrator 0.0 1.0 32 Communications/Network Coordinator 1.0 1.0 33 Police Digital Sys & Public Records Spec 1.0 0.0 34 Computer Support Specialist, Senior 1.0 1.0 35 Computer Support Specialist 1.0 2.0 36 Manager, Communications Systems 1.0 1.0 37 Communications QA Supervisor 1.0 1.0 38 Police Records Technician 0.5 0.5 39 Victim Advocate (Fund 105)1.0 1.0 40 Communications Supervisors 4.0 4.0 41 Unspecified Personnel *16.0 16.0 42 Assistant to the Chief 1.0 1.0 43 PIO 1.0 0.0 44 Assistant Manager, Communications Systems 1.0 0.0 45 Total Personnel 226.5 231.5 Footnotes: [1] As shown in the Fiscal Year 2023 Adopted Budget as provided by the City. [2] As shown in the Fiscal Year 2023 Amended Budget as provided by the City. 282 Page 1 of 1 Table 3-2 City of Boynton Beach Police Impact Fee Study Summary of Existing Capital Equipment, Vehicles and Facilities Line Estimated Allocation to Allocated Total Officers Average Cost No.Description Costs [1] Existing Units Costs Served [2] Per Officer Machinery & Equipment 1 General Equipment $1,834,449 0.0% $0 162.0 $0 2 Major Vehicles & Vehicle Related Equipment 3,877,905 100.0% 3,877,905 162.0 23,938 Other Capital Equipment and Facilities 3 Land, Building and Other Major Capital Equipment 22,738,661 100.0% 22,738,661 250.0 90,955 4 Subtotal Other Capital Equipment and Facilities $28,451,014 $26,616,565 $114,892 5 Grants Funded / Contributed Assets $0 100.0% $0 162.0 $0 6 Total Adjusted Existing Capital Investment $28,451,014 93.6% $26,616,565 $114,892 Footnotes: [1]Amounts shown based on cost information provided by the City and detailed in Appendix B. 283 Page 1 of 1Table 3-3City of Boynton BeachPolice Impact Fee StudyInventory of Proposed Capital Equipment, Vehicles and FacilitiesLineProjected Capital Spending for Fiscal Years Ending September 30, [1] FY 23 - 27Adjusted New, R&R,No. DescriptionFY 2023 FY 2024 FY 2025 FY 2026 FY 2027 Total Adjustments [2] Total or Upgrade1 PD - Server Refresh/Replacement$17,405 $225,000 $125,000$0$0 $367,405 ($367,405)$0 R&R2 PD - Network Upgrades/Replacement00 250,00000 250,000 (250,000)0 R&R3 Mobile Command Center0 75,000 75,000 75,000 75,000 300,0000 300,000 New4Police Range Cameras1,08500001,085(1,085)0 R&R5 Police Headquarters - Real Time Crime Center277,5000000277,5000 277,500 New6 Public Safety Radio Tower50,000 1,400,000 3,250,00000 4,700,0000 4,700,000 New7 Citywide Facilities- Access Control Updates10,000 10,000 10,000 10,000 10,000 50,000 (50,000)0 R&R8 Citywide - Security Upgrades (LPR)75,000 75,000 75,000 75,000 75,000 375,0000 375,000 New9 Police Patrol Laptop Replacement62,000 70,000 70,000 70,000 70,000 342,000 (342,000)0 R&R10 Citywide Public Safety Radio System - Principal352,614 634,522 634,522 634,522 634,522 2,890,702 (2,890,702)0 Exclude11 Citywide Public Safety Radio System - Interest19,009 34,206 34,206 34,206 34,206 155,833 (155,833)0 Exclude12 Vehicles for Additional Officers0000360,000 360,0000 360,000 New13Red Light Cameras0000970,200 970,2000 970,200 New14Public Safety Radio System00003,172,608 3,172,608 (3,172,608)0 New15Total Proposed Capital Equipment, Vehicles and Facilities$864,613 $2,523,728 $4,523,728 $898,728 $5,401,536 $14,212,333 ($7,229,633) $6,982,700Footnotes:[1] Amounts shown based on Capital Improvement Plan (CIP) and other documents provided by the City.[2] Adjustments made to remove renewal and replacement (R&R) projects as well as minor equipment related expenditures per statutory requirements.284 Page 1 of 1 Table 3-4 City of Boynton Beach Police Impact Fee Study Summary of Capital Costs to Provide Police Services Line Total Existing & Amount of Average Total Officer Total Projected No. Description Planned Costs [1] Officers Served [2] Cost Per Officer Requirements [3] Investment Recoupment Costs [4] 1 Machinery & Equipment $0 162 $0 169 $0 2 Major Vehicles 3,877,905 162 23,938 169 4,045,468 3 Facilities & Other Capital Equipment [5] 22,738,661 250 90,955 169 15,371,335 4 Total Recoupment Costs $26,616,565 $114,892 $19,416,803 Proposed Capital Additions [6] 5 Major Vehicles $2,005,200 169 $11,865 169 $2,005,200 6 Future Facilities 4,977,500 250 19,910 169 3,364,790 7 Total Proposed Costs $6,982,700 $31,775 $5,369,990 Additional Cost or Adjustments [7] 8 Less Proposed Future Capital Grants ($1,025,000) 162 ($6,327) 169 ($1,069,290) 9 Total Additional Costs or Adjustments ($1,025,000) ($6,327) ($1,069,290) 10 Total Allocated Costs $32,574,265 $140,340 $23,717,503 Footnotes: [1] Amounts based on information provided on Table 3-2 and Table 3-3. [2] Existing vehicles assumed to serve the current required number of officers of 165 as calculated below. For the purposes of allocating facility costs, both existing and future facilities estimated to serve 250 officers. [3] Future Patrol Officer Requirements based on level of Service Standards adopted by the City. Future Patrol Officer needs are calculated as follows: Projected Population at 2027 85,166 Targeted LOS per 1,000 population 1.98 Total Patrol Officers Required in 2027 169 Total Patrol Officers Required based on LOS 162 Total Additional Officers Required to Serve Growth 7 [4] Amounts derived from Table 2-2. [5] Amounts reflect existing and future facilities estimated to serve 250 officers. [6] Amounts derived from Table 2-3. [7] Amounts reflect credit for historical grants received for equipment needs. No future grants currently anticipated by staff. 285 Page 1 of 1 Table 3-5 City of Boynton Beach Police Impact Fee Study Impact Fee Design Proposed Line Functional Persons per Base Cost Base Cost Variable Cost Impact Fee No. Land Use Unit of Measure Pop. Factor Unit per Person [1] Per Unit Per Unit [2] (Rounded) Residential 1 Single Family Per Unit Dwelling Unit 0.605049 2.63 $211.65 $337.15 $112.85 $450.00 2 Multifamily - Buildings with 2-4 Dwelling Units Dwelling Unit 0.605049 2.36 211.65 302.70 112.85 416.00 3 Multifamily - Buildings with 5+ Dwelling Units Dwelling Unit 0.605049 1.97 211.65 252.10 112.85 365.00 Non-Residential 4 Industrial/Warehousing 1,000 Sq Ft 0.087542 N/A $211.65 $18.53 $5.85 $24.00 5 Institutional 1,000 Sq Ft 0.200298 N/A 211.65 42.39 13.39 56.00 6 Hotel and Motel Rooms 1.253928 N/A 211.65 265.39 83.81 349.00 7 Office and Healthcare 1,000 Sq Ft 0.816132 N/A 211.65 172.73 54.55 227.00 8 Commercial 1,000 Sq Ft 2.332701 N/A 211.65 493.72 155.92 650.00 9 Should none of the above land uses adequately define a proposed non-residential development as determined by the City Manager, at the Manager's discretion the following average charge per non-residential development is considered appropriate: Non-residential 10 Total Cost per Person [ Base ] [1] $211.65 11 Percent Allocable to Resident 70.00% 12 Amount Allocable to the Resident $148.16 13 Amount Allocable to Non-residential $63.49 14 Plus Cost per Person [ Variable ] [2] 66.84 15 Amount Allocable to Non-residential $130.33 16 Square Feet of Non-residential Development per Person 300.00 17 Persons per 1,000 Square Feet 3.33 18 Average Cost per 1,000 Square Feet of Non-residential Development $434.00 19 Rounded Average Cost per 1,000 Square Feet of Non-residential Development $434.00 Footnotes [1] Base Capacity estimated as follows: Existing Population 81,873 Existing LOS per 1,000 population 1.98 Total Patrol Officers Required - LOS 162 Minimum Service Level per 1,000 population 1.50 Total Minimum Officers 123 Percent Base Capacity - LOS 76% Total Base capacity estimated as follows: Total Estimated Capital Costs - Investment in Police Services $23,717,503 Percent Base Capacity 76% Total Estimated Base Capacity Costs $18,025,302 Total in Population 2027 85,166 Total Cost per Person $211.65 [2] Variable Cost per Unit estimated as follows: Total Estimated Capital Costs - Investment in Police Services $23,717,503 Less Amount allocated to Base Capacity 18,025,302 Total Variable Cost $5,692,201 Percent Residential (Historical Calls) 70% Total Residential Costs $3,984,541 Total Non-residential Costs $1,707,660 Residential Variable Allocation Costs per Estimated Units Variable Assumed Calls Class 2027 Cost per Unit Residential 100.00%$3,984,541 35,308 $112.85 Non-residential Variable Allocation Total Estimated Capital Costs - Investment in Police Services $1,707,660 Total Functional (Non-residential) Population 2027 25,550 Total Cost per Person [*] $66.84 [*] Applied on a functional population basis. 286 Page 1 of 1 Table 3-6 City of Boynton Beach Police Impact Fee Study Police Impact Fee Comparison [1] Residential Line Single Multifamily No. Description Family 2-4 Units 5+ Units Non-Residential City of Boynton Beach 1 Existing Rate Per Unit N/A N/A N/A N/A 2 Proposed Rate Per Unit $450.00 $416.00 $365.00 N/A Other Florida Communities: 3 City of Cooper City $91.00 $91.00 $91.00 $0.0370 4 City of Coral Gables [1] 270.00 215.00 215.00 $0.213-$0.591 5 City of Dania Beach [1] 460.00 276.00 276.00 $0.0184 6 Town of Davie [2] 306.87 114.29 119.03 $0.048-$0.300 7 City of Deerfield Beach 284.79 64.21 64.21 $0.0114-$0.68186 8 City of Miami 164.00 144.00 95.00 $0.038-$0.751 9 City of Miramar, Florida 543.00 543.00 543.00 $0.4200 10 City of Palm Beach Gardens [1]341.00 252.00 252.00 $0.016-$0.2307 11 City of Sunrise N/A N/A N/A N/A 12 City of Wilton Manors [1]477.50 540.00 540.00 $0.034-$2.095 13 Other Florida Communities' Average $326.46 $248.83 $243.92 Footnotes: [1] The amount of the impact fee for a residential unit depends on the unit's size (sq. ft.). For the purpose of this comparison, it was assumed that a single family residence has 2,500 square feet square feet and that multi- family and mobile home residences contain 1,500 square feet of floored space. [2] Multifamily fees for parcels with 10 units or more are $119.03 per unit and those with less are $114.29 per unit. 287 Appendices 288 8/31/2021 Statutes & Constitution :View Statutes : Online Sunshine www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute&URL=0100-0199/0163/Sections/0163.31801.html 1/3 Select Year:   2021 Go The 2021 Florida Statutes Title XI COUNTY ORGANIZATION AND INTERGOVERNMENTAL RELATIONS Chapter 163 INTERGOVERNMENTAL PROGRAMS View Entire Chapter 163.31801 Impact fees; short title; intent; minimum requirements; audits; challenges.— (1)This section may be cited as the “Florida Impact Fee Act.” (2)The Legislature finds that impact fees are an important source of revenue for a local government to use in funding the infrastructure necessitated by new growth. The Legislature further finds that impact fees are an outgrowth of the home rule power of a local government to provide certain services within its jurisdiction. Due to the growth of impact fee collections and local governments’ reliance on impact fees, it is the intent of the Legislature to ensure that, when a county or municipality adopts an impact fee by ordinance or a special district adopts an impact fee by resolution, the governing authority complies with this section. (3)For purposes of this section, the term: (a)“Infrastructure” means a fixed capital expenditure or fixed capital outlay, excluding the cost of repairs or maintenance, associated with the construction, reconstruction, or improvement of public facilities that have a life expectancy of at least 5 years; related land acquisition, land improvement, design, engineering, and permitting costs; and other related construction costs required to bring the public facility into service. The term also includes a fire department vehicle, an emergency medical service vehicle, a sheriff’s office vehicle, a police department vehicle, a school bus as defined in s. 1006.25, and the equipment necessary to outfit the vehicle or bus for its official use. For independent special fire control districts, the term includes new facilities as defined in s. 191.009(4). (b)“Public facilities” has the same meaning as in s. 163.3164 and includes emergency medical, fire, and law enforcement facilities. (4)At a minimum, each local government that adopts and collects an impact fee by ordinance and each special district that adopts, collects, and administers an impact fee by resolution must: (a)Ensure that the calculation of the impact fee is based on the most recent and localized data. (b)Provide for accounting and reporting of impact fee collections and expenditures and account for the revenues and expenditures of such impact fee in a separate accounting fund. (c)Limit administrative charges for the collection of impact fees to actual costs. (d)Provide notice at least 90 days before the effective date of an ordinance or resolution imposing a new or increased impact fee. A local government is not required to wait 90 days to decrease, suspend, or eliminate an impact fee. Unless the result is to reduce the total mitigation costs or impact fees imposed on an applicant, new or increased impact fees may not apply to current or pending permit applications submitted before the effective date of a new or increased impact fee. (e)Ensure that collection of the impact fee may not be required to occur earlier than the date of issuance of the building permit for the property that is subject to the fee. (f)Ensure that the impact fee is proportional and reasonably connected to, or has a rational nexus with, the need for additional capital facilities and the increased impact generated by the new residential or commercial construction. (g)Ensure that the impact fee is proportional and reasonably connected to, or has a rational nexus with, the expenditures of the funds collected and the benefits accruing to the new residential or nonresidential Appendix A - Page 1 289 8/31/2021 Statutes & Constitution :View Statutes : Online Sunshine www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute&URL=0100-0199/0163/Sections/0163.31801.html 2/3 construction. (h) Specifically earmark funds collected under the impact fee for use in acquiring, constructing, or improving capital facilities to benefit new users. (i) Ensure that revenues generated by the impact fee are not used, in whole or in part, to pay existing debt or for previously approved projects unless the expenditure is reasonably connected to, or has a rational nexus with, the increased impact generated by the new residential or nonresidential construction. (5)(a) Notwithstanding any charter provision, comprehensive plan policy, ordinance, development order, development permit, or resolution, the local government or special district must credit against the collection of the impact fee any contribution, whether identified in a proportionate share agreement or other form of exaction, related to public facilities or infrastructure, including land dedication, site planning and design, or construction. Any contribution must be applied on a dollar-for-dollar basis at fair market value to reduce any impact fee collected for the general category or class of public facilities or infrastructure for which the contribution was made. (b) If a local government or special district does not charge and collect an impact fee for the general category or class of public facilities or infrastructure contributed, a credit may not be applied under paragraph (a). (6) A local government, school district, or special district may increase an impact fee only as provided in this subsection. (a) An impact fee may be increased only pursuant to a plan for the imposition, collection, and use of the increased impact fees which complies with this section. (b) An increase to a current impact fee rate of not more than 25 percent of the current rate must be implemented in two equal annual increments beginning with the date on which the increased fee is adopted. (c) An increase to a current impact fee rate which exceeds 25 percent but is not more than 50 percent of the current rate must be implemented in four equal installments beginning with the date the increased fee is adopted. (d) An impact fee increase may not exceed 50 percent of the current impact fee rate. (e) An impact fee may not be increased more than once every 4 years. (f) An impact fee may not be increased retroactively for a previous or current fiscal or calendar year. (g) A local government, school district, or special district may increase an impact fee rate beyond the phase-in limitations established under paragraph (b), paragraph (c), paragraph (d), or paragraph (e) by establishing the need for such increase in full compliance with the requirements of subsection (4), provided the following criteria are met: 1. A demonstrated-need study justifying any increase in excess of those authorized in paragraph (b), paragraph (c), paragraph (d), or paragraph (e) has been completed within the 12 months before the adoption of the impact fee increase and expressly demonstrates the extraordinary circumstances necessitating the need to exceed the phase-in limitations. 2. The local government jurisdiction has held not less than two publicly noticed workshops dedicated to the extraordinary circumstances necessitating the need to exceed the phase-in limitations set forth in paragraph (b), paragraph (c), paragraph (d), or paragraph (e). 3. The impact fee increase ordinance is approved by at least a two-thirds vote of the governing body. (h) This subsection operates retroactively to January 1, 2021. (7) If an impact fee is increased, the holder of any impact fee credits, whether such credits are granted under s. 163.3180, s. 380.06, or otherwise, which were in existence before the increase, is entitled to the full benefit of the intensity or density prepaid by the credit balance as of the date it was first established. (8) A local government, school district, or special district must submit with its annual financial report required under s. 218.32 or its financial audit report required under s. 218.39 a separate affidavit signed by its chief financial officer or, if there is no chief financial officer, its executive officer attesting, to the best of his or her knowledge, that all impact fees were collected and expended by the local government, school district, or special district, or were collected and expended on its behalf, in full compliance with the spending period provision in the local ordinance or resolution, and that funds expended from each impact fee account were used only to acquire, construct, or improve specific infrastructure needs. Appendix A - Page 2 290 8/31/2021 Statutes & Constitution :View Statutes : Online Sunshine www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute&URL=0100-0199/0163/Sections/0163.31801.html 3/3 (9) In any action challenging an impact fee or the government’s failure to provide required dollar-for-dollar credits for the payment of impact fees as provided in s. 163.3180(6)(h)2.b., the government has the burden of proving by a preponderance of the evidence that the imposition or amount of the fee or credit meets the requirements of state legal precedent and this section. The court may not use a deferential standard for the benefit of the government. (10) Impact fee credits are assignable and transferable at any time after establishment from one development or parcel to any other that is within the same impact fee zone or impact fee district or that is within an adjoining impact fee zone or impact fee district within the same local government jurisdiction and which receives benefits from the improvement or contribution that generated the credits. This subsection applies to all impact fee credits regardless of whether the credits were established before or after June 4, 2021. (11) A county, municipality, or special district may provide an exception or waiver for an impact fee for the development or construction of housing that is affordable, as defined in s. 420.9071. If a county, municipality, or special district provides such an exception or waiver, it is not required to use any revenues to offset the impact. (12) This section does not apply to water and sewer connection fees. (13) In addition to the items that must be reported in the annual financial reports under s. 218.32, a local government, school district, or special district must report all of the following information on all impact fees charged: (a) The specific purpose of the impact fee, including the specific infrastructure needs to be met, including, but not limited to, transportation, parks, water, sewer, and schools. (b) The impact fee schedule policy describing the method of calculating impact fees, such as flat fees, tiered scales based on number of bedrooms, or tiered scales based on square footage. (c) The amount assessed for each purpose and for each type of dwelling. (d) The total amount of impact fees charged by type of dwelling. (e) Each exception and waiver provided for construction or development of housing that is affordable. History.—s. 9, ch. 2006-218; s. 1, ch. 2009-49; s. 5, ch. 2009-96; s. 5, ch. 2011-14; s. 1, ch. 2011-149; s. 1, ch. 2019-106; s. 5, ch. 2019- 165; s. 5, ch. 2020-27; s. 1, ch. 2020-58; ss. 1, 2, ch. 2021-63. Copyright © 1995-2021 The Florida Legislature • Privacy Statement • Contact Us Appendix A - Page 3 291 Page 1 of 10Appendix BCity of Boynton BeachPolice Impact Fee StudyFunctional Allocation of Existing Capital Equipment, Vehicles and Facilities [1]LinePurchase / Useful Life Remaining Life Asset Allocation Machinery &Facilities & OtherTotalNo. Asset # DescriptionDate Acq. Capitalized Cost In Months In Months FactorEquipment Major Vehicles Capital Equipment Excluded Historical Cost1 00008667 IBM NETVISTA M423/18/2004$6504848 Mach. & Equip.$650$0$0$0$6502 00008672 IBM NETVISTA3/18/20046504848 Mach. & Equip.6500006503 00009382 INSTALL MOVABLE WALLS IN POLICE RECORDS DEPT4/8/20053,581480270 Facilities003,58103,5814 00009410 FIRE STATION #2 - ENGINEERING (Police)9/30/2006 48,606600414 Facilities0048,606048,6065 00011005 OLD FIRE STATION #2 - MOLD INSPECTION (Police)4/18/20071,500480294 Facilities001,50001,5006 00014285 COMMUNICATION MOVE TO FIRE #5 (Police)9/30/2014 638,375240138 Facilities00638,3750638,3757 00014699 AXON FLEET 2 UNLIMITED CAMERA SYSTEM9/18/20204,5276030 Vehicles04,527004,5278 00014853 AXON FLEET 2 UNLIMITED CAMERA SSTEM8/7/20204,5276030 Vehicles04,527004,5279 00015179 CUSTOM ARCH4/6/20181,750606 Mach. & Equip.1,7500001,75010 00015184 PASSWARE FORENSIC KIT6/19/20179958418 Mach. & Equip.99500099511 00015381 PORTABLE RESTROOM POLYJOHN #SA1-10059/17/20182,665606 Mach. & Equip.2,6650002,66512 00015434 AXIS 0634-004 PTZ CAMERA5/15/20182,220606 Facilities002,22002,22013 00015435 AXIS 0634-001 PTZ CAMERA5/15/20182,220606 Facilities002,22002,22014 00015436 AXIS 0634-004 PTZ CAMERA5/15/20182,220606 Facilities002,22002,22015 00015437 AXIS 0634-004 PTZ CAMERA5/15/20182,220606 Facilities002,22002,22016 00015444 DEMANET SEMITRAINING SUIT6/20/20181,625606 Mach. & Equip.1,6250001,62517 00015478ELECTRONIC CELL PHONE/SMALL DEVICE LOCKER9/6/20187,524606 Mach. & Equip.7,5240007,52418 00015478 LOCKER ADD-ON/MODIFICATION TO DOORS4/15/20224,0003630 Mach. & Equip.4,0000004,00019 00015588 SWAT PROTECTION GEAR (24 SUITS)3/23/2018 32,376606 Mach. & Equip.32,37600032,37620 00015602 DSS LIGHTING SYSTEM11/1/20171,040606 Facilities001,04001,04021 00015626 ASA 5516-X W/ FIRE POWER9/30/20185,781606 Facilities005,78105,78122 00015631 WATER BOTTLE DRINKING FOUNTIAN9/30/20181,044606 Facilities001,04401,04423 00015637 SMOOTH NAVY FLEXI ROLL9/30/2018879606 Mach. & Equip.87900087924 00015638 SMOOTH NAVY FLEXI ROLL9/30/2018879606 Mach. & Equip.87900087925 00015639 SMOOTH NAVY FLEXI ROLL9/30/2018879606 Mach. & Equip.87900087926 00015640 SMOOTH NAVY FLEXI ROLL9/30/2018879606 Mach. & Equip.87900087927 00015641 SMOOTH NAVY FLEXI ROLL9/30/2018879606 Mach. & Equip.87900087928 00015670 PORTACOOL CYCLONE A/C # PACCY160GA19/30/20181,999606 Mach. & Equip.1,9990001,99929 00015767 FORENSIC VIDEO SOFTWARE11/17/20174,290606 Mach. & Equip.4,2900004,29030 00015768 9" M4 FWD RAIL CUSTOM RIFLES5/18/20181,219606 Mach. & Equip.1,2190001,21931 00015769 9" M4 FWD RAIL CUSTOM RIFLES5/18/20181,219606 Mach. & Equip.1,2190001,21932 00015770 9" M4 FWD RAIL CUSTOM RIFLES5/18/20181,219606 Mach. & Equip.1,2190001,21933 00015771 9" M4 FWD RAIL CUSTOM RIFLES5/18/20181,219606 Mach. & Equip.1,2190001,21934 00015772 9" M4 FWD RAIL CUSTOM RIFLES5/18/20181,219606 Mach. & Equip.1,2190001,21935 00015773 9" M4 FWD RAIL CUSTOM RIFLES5/18/20181,219606 Mach. & Equip.1,2190001,21936 00015774 9" M4 FWD RAIL CUSTOM RIFLES5/18/20181,219606 Mach. & Equip.1,2190001,21937 00015775 9" M4 FWD RAIL CUSTOM RIFLES5/18/20181,219606 Mach. & Equip.1,2190001,21938 00015776 9" M4 FWD RAIL CUSTOM RIFLES5/18/20181,219606 Mach. & Equip.1,2190001,21939 00015777 9" M4 FWD RAIL CUSTOM RIFLES5/18/20181,219606 Mach. & Equip.1,2190001,21940 00015778 SURVEILLANCE APPLICATION TO BE USED WITH ANDROID 6/21/20181,995606 Mach. & Equip.1,9950001,99541 00015780 IAPRO INTERNAL AFFAIRS PROFESSIONAL STANDARDS UNI 9/30/2018 20,500606 Mach. & Equip.20,50000020,50042 00015804 VSP7000 SWITCH -DATA CTR2/23/2018 19,359606 Mach. & Equip.19,35900019,35943 00015805 EXAGRID BACKUP APPLIANCE2/23/2018 43,219606 Facilities0043,219043,21944 00015806 REPLACE SAN-DISASTER SITE1/26/2018 42,646606 Facilities0042,646042,64645 00015807 SERVER REPLACEMENT1/26/2018 45,503606 Facilities0045,503045,50346 00015969 AXON FLEET 2 UNLIMITED CAMERA SYSTEM9/18/20204,5276030 Vehicles04,527004,52747 00015974 PHARMACY STEEL FRIDGER 49 CUBIC FEET2/28/20193,9586018 Mach. & Equip.3,9580003,95848 00016006 SMART BOARD 7075 PRO INTERACTIVE DISPLAY W/ IO5/29/20196,3146018 Mach. & Equip.6,3140006,31449 00016016 NIKON D850 DSLR CAMERA5/15/20193,8906018 Mach. & Equip.3,8900003,89050 00016149 HIGH ACCURACY RLR LIDAR W/ BLUETOOTH9/26/20194,7986018 Mach. & Equip.4,7980004,79851 00016163 LANSWEEPER PROFESSIONAL4/2/20191,7158442 Mach. & Equip.1,7150001,71552 00016164 NETWORK SWITCH X590-24X-1Q-2C BASE SYSTEM G-PART 8/15/2019 10,8286018 Facilities0010,828010,82853 00016182 NATIONAL RESTROOM TRAILERS9/30/2019 20,9006018 Mach. & Equip.20,90000020,90054 00016184 CINTEL PERMANENT VEHICLE INSTALL KIT. INCLUDES LPR 9/30/2019 11,0596018 Vehicles011,0590011,05955 00016185 CLARITY VERSION IPC2 I5 WITH WINDOWS 109/30/20194,8686018 Mach. & Equip.4,8680004,86856 00016186 CLARITY VERSION IPC2 I5 WITH WINDOWS 109/30/20194,8686018 Mach. & Equip.4,8680004,86857 00016187 LIDAR XLR C LIION HANDLES CHARGING STAND2/1/20192,0956018 Mach. & Equip.2,0950002,09558 00016188 LIDAR XLR C LIION HANDLES CHARGING STAND2/1/20192,0956018 Mach. & Equip.2,0950002,09559 00016189 LIDAR XLR C LIION HANDLES CHARGING STAND2/1/20192,0956018 Mach. & Equip.2,0950002,095292 Page 2 of 10Appendix 2City of Boynton BeachPolice Impact Fee StudyFunctional Allocation of Existing Capital Equipment, Vehicles and Facilities [1]LinePurchase / Useful Life Remaining Life Asset Allocation Machinery &Facilities & OtherTotalNo. Asset # DescriptionDate Acq. Capitalized Cost In Months In Months FactorEquipment Major Vehicles Capital Equipment Excluded Historical Cost60 00016190 LIDAR XLR C LIION HANDLES CHARGING STAND2/1/20192,0956018 Mach. & Equip.2,0950002,09561 00016191 INSTALL GATE OPERATOR FOR TEMP PD2/21/2019 10,1206018 Mach. & Equip.10,12000010,12062 00016192 VIRTUAL SERVER / STORAGE REPLACEMENT9/26/2019 199,9606018 Facilities00199,9600199,96063 00016211 ANNUAL PAYMENT P25 MOTOROLA RADIOS9/30/2019 371,6236018 Excluded000371,623371,62364 00016286 HIGH ANXIETY DOG CRATE3/20/20201,079366 Mach. & Equip.1,0790001,07965 00016315 BALLISTIC TRAINING DOOR1/9/20207,1386030 Mach. & Equip.7,1380007,13866 00016323 DELL LATITUDE 5490 LAPTOP2/25/20201,047366 Mach. & Equip.1,0470001,04767 00016324 DELL LATITUDE 5490 LAPTOP2/25/20201,047366 Mach. & Equip.1,0470001,04768 00016325 DELL LATITUDE 5490 LAPTOP2/25/20201,047366 Mach. & Equip.1,0470001,04769 00016326 DELL LATITUDE 5490 LAPTOP2/25/20201,047366 Mach. & Equip.1,0470001,04770 00016327 DELL LATITUDE 5490 LAPTOP2/25/20201,047366 Mach. & Equip.1,0470001,04771 00016328 DELL LATITUDE 5490 LAPTOP2/25/20201,047366 Mach. & Equip.1,0470001,04772 00016329 DELL LATITUDE 5490 LAPTOP2/25/20201,047366 Mach. & Equip.1,0470001,04773 00016330 DELL LATITUDE 5490 LAPTOP2/25/20201,047366 Mach. & Equip.1,0470001,04774 00016331 DELL LATITUDE 5490 LAPTOP2/25/20201,047366 Mach. & Equip.1,0470001,04775 00016332 DELL LATITUDE 5490 LAPTOP2/25/20201,047366 Mach. & Equip.1,0470001,04776 00016333 OPTIPLEX 5070 SFF MLK2/25/20201,094366 Mach. & Equip.1,0940001,09477 00016334 OPTIPLEX 5070 SFF MLK2/25/20201,094366 Mach. & Equip.1,0940001,09478 00016335 OPTIPLEX 5070 SFF MLK2/25/20201,094366 Mach. & Equip.1,0940001,09479 00016336 OPTIPLEX 5070 SFF MLK2/25/20201,094366 Mach. & Equip.1,0940001,09480 00016337 OPTIPLEX 5070 SFF MLK2/25/20201,094366 Mach. & Equip.1,0940001,09481 00016338 OPTIPLEX 5070 SFF MLK2/25/20201,094366 Mach. & Equip.1,0940001,09482 00016339 OPTIPLEX 5070 SFF MLK2/25/20201,094366 Mach. & Equip.1,0940001,09483 00016340 OPTIPLEX 5070 SFF MLK2/25/20201,094366 Mach. & Equip.1,0940001,09484 00016341 OPTIPLEX 5070 SFF MLK2/25/20201,094366 Mach. & Equip.1,0940001,09485 00016342 OPTIPLEX 5070 SFF MLK2/25/20201,094366 Mach. & Equip.1,0940001,09486 00016438 DUSTER 3000 DOWNDRAFT11/22/20196,500366 Mach. & Equip.6,5000006,50087 00016462 2020 COVERED WAGON TRAFFIC TRAILER1/30/20203,054366 Mach. & Equip.3,0540003,05488 00016476 DEFTEC- *FEL* 250 SHOT PLASTIC RD TRAINING KIT1/13/2020849366 Mach. & Equip.84900084989 00016477 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.88300088390 00016477 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.15000015091 00016478 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.88300088392 00016478 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.15000015093 00016479 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.88300088394 00016479 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.15000015095 00016480 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.88300088396 00016480 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.15000015097 00016481 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.88300088398 00016481 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.15000015099 00016482 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.883000883100 00016482 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.150000150101 00016483 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.883000883102 00016483 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.150000150103 00016484 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.883000883104 00016484 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.150000150105 00016485 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.883000883106 00016485 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.150000150107 00016486 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.883000883108 00016486 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.150000150109 00016487 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.883000883110 00016487 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.150000150111 00016488 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.883000883112 00016488 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.150000150113 00016489 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.883000883114 00016489 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.150000150115 00016490 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.883000883116 00016490 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.150000150117 00016491 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.883000883118 00016491 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.150000150293 Page 3 of 10Appendix 2City of Boynton BeachPolice Impact Fee StudyFunctional Allocation of Existing Capital Equipment, Vehicles and Facilities [1]LinePurchase / Useful Life Remaining Life Asset Allocation Machinery &Facilities & OtherTotalNo. Asset # DescriptionDate Acq. Capitalized Cost In Months In Months FactorEquipment Major Vehicles Capital Equipment Excluded Historical Cost119 00016492 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.883000883120 00016492 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.150000150121 00016493 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.883000883122 00016493 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.150000150123 00016494 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.883000883124 00016494 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.150000150125 00016495 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.883000883126 00016495 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.150000150127 00016496 COLT LE-6920 MAGPUL2/25/2020883366 Mach. & Equip.883000883128 00016496 NIGHTFORCE ATACR5 SCOPE9/3/20211503618 Mach. & Equip.150000150129 00016498 EXTREME AL3600A15-E612/27/20191,469366 Mach. & Equip.1,4690001,469130 00016499 CRADLEPOINT BD1-42P-00N12/27/20191,499366 Mach. & Equip.1,4990001,499131 00016500 DELL LATITUDE 54004/28/20201,465366 Mach. & Equip.1,4650001,465132 00016501 DELL LATITUDE 54004/28/20201,465366 Mach. & Equip.1,4650001,465133 00016502 DELL LATITUDE 54004/28/20201,465366 Mach. & Equip.1,4650001,465134 00016503 DELL LATITUDE 54004/28/20201,465366 Mach. & Equip.1,4650001,465135 00016504 DELL LATITUDE 54004/28/20201,465366 Mach. & Equip.1,4650001,465136 00016505 DELL LATITUDE 54004/28/20201,465366 Mach. & Equip.1,4650001,465137 00016506 DELL LATITUDE 54004/28/20201,465366 Mach. & Equip.1,4650001,465138 00016507 DELL LATITUDE 54004/28/20201,465366 Mach. & Equip.1,4650001,465139 00016508 DELL LATITUDE 54004/28/20201,465366 Mach. & Equip.1,4650001,465140 00016509 DELL LATITUDE 54004/28/20201,465366 Mach. & Equip.1,4650001,465141 00016534 WANCO #WVTM B PD SPEED TRAILER PUBLIC SAFETY4/30/2020 10,0006030 Mach. & Equip.10,00000010,000142 00016534 WANCO #WVTM B PD SPEED TRAILER PUBLIC SAFETY5/1/20209,5706030 Mach. & Equip.9,5700009,570143 00016535 COVERED WAGON TRAILER 8.5X20 20201/16/20205,350366 Mach. & Equip.5,3500005,350144 00016536 PARACELTE ASPIS X RIFLE SHIELD WITH VIEW PORT &1/31/20206,596366 Mach. & Equip.6,5960006,596145 00016537 YELLOW X26P CEW, HANDLE1/8/20201,065366 Mach. & Equip.1,0650001,065146 00016538 YELLOW X26P CEW, HANDLE1/8/20201,065366 Mach. & Equip.1,0650001,065147 00016540 4 AXIS P3807-PVE3/12/20201,309366 Mach. & Equip.1,3090001,309148 00016541 4 AXIS P3807-PVE3/12/20201,309366 Mach. & Equip.1,3090001,309149 00016542 4 AXIS P3807-PVE3/12/20201,309366 Mach. & Equip.1,3090001,309150 00016543 4 AXIS P3807-PVE3/12/20201,309366 Mach. & Equip.1,3090001,309151 00016544 AXIS D59153/12/20202,549366 Mach. & Equip.2,5490002,549152 00016545 AXIS D59153/12/20202,549366 Mach. & Equip.2,5490002,549153 00016546 6 BAY PIN CODE CARGING LOCKER5/14/2020790366 Mach. & Equip.790000790154 00016555 VACUUM W/ TOGGLE SWITCH4/3/20201,559366 Mach. & Equip.1,5590001,559155 00016555 50' EXTENSION HOSE6/12/2020121366 Mach. & Equip.121000121156 00016583 EXTREME AL4900A02-E6/ ERS4926GTS-PWR+243/12/2020 10,1686030 Mach. & Equip.10,16800010,168157 00016584 EXTREME AL4900A02-E6/ERS4926GTS-PWR+243/12/2020 10,1686030 Mach. & Equip.10,16800010,168158 00016585 EXTREME AL4900A04-E6/ERS4950GTS-PWR+483/12/2020 12,7336030 Mach. & Equip.12,73300012,733159 00016586 EXTREME AL4900A04-E6/ERS4950GTS-PWR+483/12/2020 12,7336030 Mach. & Equip.12,73300012,733160 00016587 EXTREME AL4900A04-E6/ERS4950GTS-PWR+483/12/2020 12,7336030 Mach. & Equip.12,73300012,733161 00016588 EXTREME AL4900A04-E6/ERS4950GTS-PWR+483/12/2020 12,7336030 Mach. & Equip.12,73300012,733162 00016589 EXTREME AL4900A04-E6/ERS4950GTS-PWR+483/12/2020 12,7336030 Mach. & Equip.12,73300012,733163 00016590 EXTREME AL4900A04-E6/ERS4950GTS-PWR+483/12/2020 12,7336030 Mach. & Equip.12,73300012,733164 00016591 EXTREME AL4900A04-E6/ERS4950GTS-PWR+483/12/2020 12,7336030 Mach. & Equip.12,73300012,733165 00016592 EXTREME AL4900A04-E6/ERS4950GTS-PWR+483/12/2020 12,7336030 Mach. & Equip.12,73300012,733166 00016593 EXTREME AL4900A04-E6/ERS4950GTS-PWR+483/12/2020 12,7336030 Mach. & Equip.12,73300012,733167 00016594 EXTREME AL4900A04-E6/ERS4950GTS-PWR+483/12/2020 12,7336030 Mach. & Equip.12,73300012,733168 00016595 EXTREME VSP7400-48Y-8C-AC-F3/12/2020 30,9656030 Mach. & Equip.30,96500030,965169 00016596 EXTREME VSP7400-48Y-8C-AC-F3/12/2020 30,9656030 Mach. & Equip.30,96500030,965170 00016675 PRECISION 5820 TOWER6/19/20202,389366 Mach. & Equip.2,3890002,389171 00016676 PRECISION 5820 TOWER6/19/20202,389366 Mach. & Equip.2,3890002,389172 00016677 PRECISION 5820 TOWER6/19/20202,389366 Mach. & Equip.2,3890002,389173 00016678 PRECISION 5820 TOWER6/19/20202,389366 Mach. & Equip.2,3890002,389174 00016679 PRECISION 5820 TOWER6/19/20202,389366 Mach. & Equip.2,3890002,389175 00016680 PRECISION 5820 TOWER6/19/20202,389366 Mach. & Equip.2,3890002,389176 00016681 PRECISION 5820 TOWER6/19/20202,389366 Mach. & Equip.2,3890002,389177 00016682 PRECISION 5820 TOWER6/19/20202,389366 Mach. & Equip.2,3890002,389294 Page 4 of 10Appendix 2City of Boynton BeachPolice Impact Fee StudyFunctional Allocation of Existing Capital Equipment, Vehicles and Facilities [1]LinePurchase / Useful Life Remaining Life Asset Allocation Machinery &Facilities & OtherTotalNo. Asset # DescriptionDate Acq. Capitalized Cost In Months In Months FactorEquipment Major Vehicles Capital Equipment Excluded Historical Cost178 00016683 DELL ULTRASHARP 49 CURVED MONITOR – U4919DW 6/19/2020 1,256 36 6 Mach. & Equip. 1,2560001,256179 00016699 PANASONIC CF-55 TOUGHBOOK LAPTOP 7/9/2020 2,937 36 6 Mach. & Equip. 2,9370002,937180 00016700 PANASONIC CF-55 TOUGHBOOK LAPTOP 7/9/2020 2,937 36 6 Mach. & Equip. 2,9370002,937181 00016701 PANASONIC CF-55 TOUGHBOOK LAPTOP 7/9/2020 2,937 36 6 Mach. & Equip. 2,9370002,937182 00016702 PANASONIC CF-55 TOUGHBOOK LAPTOP 7/9/2020 2,937 36 6 Mach. & Equip. 2,9370002,937183 00016703 PANASONIC CF-55 TOUGHBOOK LAPTOP 7/9/2020 2,937 36 6 Mach. & Equip. 2,9370002,937184 00016704 PANASONIC CF-55 TOUGHBOOK LAPTOP 7/9/2020 2,937 36 6 Mach. & Equip. 2,9370002,937185 00016705 PANASONIC CF-55 TOUGHBOOK LAPTOP 7/9/2020 2,937 36 6 Mach. & Equip. 2,9370002,937186 00016706 PANASONIC CF-55 TOUGHBOOK LAPTOP 7/9/2020 2,937 36 6 Mach. & Equip. 2,9370002,937187 00016707 PANASONIC CF-55 TOUGHBOOK LAPTOP 7/9/2020 2,937 36 6 Mach. & Equip. 2,9370002,937188 00016708 PANASONIC CF-55 TOUGHBOOK LAPTOP 7/9/2020 2,937 36 6 Mach. & Equip. 2,9370002,937189 00016712 STRADDLE STACKER 137" LIFT MODEL H-5440 6/23/2020 4,057 36 6 Mach. & Equip. 4,0570004,057190 00016713 STRADDLE STAKCKER CHARGER 7/29/2020 1,495 36 6 Mach. & Equip. 1,4950001,495191 00016716 DAYTON WALK BEHIND FLOOR SCRUBBER 7/30/2020 2,668 36 6 Mach. & Equip. 2,6680002,668192 00016718 LARGE HI BACK ERGO CHAIR // 24 HR MULTITILT MECH./ 6/15/20201,144366 Mach. & Equip.1,1440001,144193 00016719 LARGE HI BACK ERGO CHAIR // 24 HR MULTITILT MECH./ 6/15/20201,144366 Mach. & Equip.1,1440001,144194 00016720 LARGE HI BACK ERGO CHAIR // 24 HR MULTITILT MECH./ 6/15/20201,144366 Mach. & Equip.1,1440001,144195 00016721 LARGE HI BACK ERGO CHAIR // 24 HR MULTITILT MECH./ 6/15/20201,144366 Mach. & Equip.1,1440001,144196 00016722 LARGE HI BACK ERGO CHAIR // 24 HR MULTITILT MECH./ 6/15/20201,144366 Mach. & Equip.1,1440001,144197 00016723 LARGE HI BACK ERGO CHAIR // 24 HR MULTITILT MECH./ 6/15/20201,144366 Mach. & Equip.1,1440001,144198 00016725 SCOTSMAN ICE BIN 270LB STORAGE CAPACITY8/5/2020841366 Mach. & Equip.841000841199 00016726 SCOTSMAN PRODIGY CUBE ICE MACHINE W BIN AIR COOLED 8/5/20203,809366 Mach. & Equip.3,8090003,809200 00016733 AXON FLEET 2 UNLIMITED CAMERA SYSTEM9/18/20204,5276030 Vehicles04,527004,527201 00016740 STALKER LIDAR RLR - W/BT, DL & FTC, 2 BATTERIES, D8/6/20202,487366 Mach. & Equip.2,4870002,487202 00016741 STALKER LIDAR RLR - W/BT, DL & FTC, 2 BATTERIES, D8/6/20202,487366 Mach. & Equip.2,4870002,487203 00016742 STALKER LIDAR RLR - W/BT, DL & FTC, 2 BATTERIES, D8/6/20202,4876030 Mach. & Equip.2,4870002,487204 00016743 STALKER LIDAR RLR - W/BT, DL & FTC, 2 BATTERIES, D8/6/20202,487366 Mach. & Equip.2,4870002,487205 00016745 PANASONIC TOUGHBOOK 55I5-8365U 1.6GHZ, VPRO, 14.0" 8/17/20202,581366 Mach. & Equip.2,5810002,581206 00016767 CLOROX TOTAL CHEMICAL FOR MACHINE8/19/2020187366 Mach. & Equip.187000187207 00016767 CLOROX TOTAL 360 ELECTROSTATIC SPRAYER8/19/20203,999366 Mach. & Equip.3,9990003,999208 00016772 NAUTILUS INSPIRATION DUAL ADJUSTABLE PULLEY9/1/20201,951366 Mach. & Equip.1,9510001,951209 00016775 STAIRMASTER 10 SERIES 10G W/ LCD9/16/20205,995366 Mach. & Equip.5,9950005,995210 00016776 8FT CUST TORQUE UNIT9/15/20204,699366 Mach. & Equip.4,6990004,699211 00016777 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800212 00016777 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800213 00016778 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,80021400016778 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800215 00016779 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800216 00016779 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800217 00016780 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800218 00016780 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800219 00016781 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800220 00016781 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800221 00016782 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800222 00016782 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800223 00016783 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800224 00016783 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800225 00016784 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800226 00016784 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800227 00016785 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800228 00016785 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800229 00016786 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800230 00016786 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800231 00016787 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800232 00016787 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800233 00016788 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800234 00016788 LG: 55VM5E-A9/15/20202,800366 Mach. & Equip.2,8000002,800235 00016790 PANASONIC TOUGHBOOK CF-559/15/20202,581366 Mach. & Equip.2,5810002,581236 00016791 PANASONIC TOUGHBOOK CF-559/15/20202,581366 Mach. & Equip.2,5810002,581295 Page 5 of 10Appendix 2City of Boynton BeachPolice Impact Fee StudyFunctional Allocation of Existing Capital Equipment, Vehicles and Facilities [1]LinePurchase / Useful Life Remaining Life Asset Allocation Machinery &Facilities & OtherTotalNo. Asset # DescriptionDate Acq. Capitalized Cost In Months In Months FactorEquipment Major Vehicles Capital Equipment Excluded Historical Cost237 00016792 OPTIPLEX 5070 SMALL FORM FACTOR9/15/2020766366 Mach. & Equip.766000766238 00016793 OPTIPLEX 5070 SMALL FORM FACTOR9/15/2020766366 Mach. & Equip.766000766239 00016795 AXIS V5915 PTZ CAMERAS9/15/20202,549366 Mach. & Equip.2,5490002,549240 00016796 AXIS V5915 PTZ CAMERAS9/15/20202,549366 Mach. & Equip.2,5490002,549241 00016797 AXIS V5915 PTZ CAMERAS9/15/20202,549366 Mach. & Equip.2,5490002,549242 00016798 CRADLEPOINT IBR900 LTE ROUTER9/1/20201,724366 Mach. & Equip.1,7240001,724243 00016799 2021 COVERED WAGON TRAILER9/15/20202,7996030 Vehicles02,799002,799244 00016813 GRAYKEY LICENSE ONLINE FIXED PROGRAM3/2/2020 18,0758454 Mach. & Equip.18,07500018,075245 00016821 EXTREME AA1403170-E61-PORT 10GBASE-BX 10KM REACH 9/16/20202,184366 Mach. & Equip.2,1840002,184246 00016822 EXTREME 10GB-BX10-U10GB SINGLE FIBER SM9/16/20202,503366 Mach. & Equip.2,5030002,503247 00016823 EPSON CASHIER RECEIPT STATION W/ CASH DRAWER9/15/20201,595366 Mach. & Equip.1,5950001,595248 00016824 PRECISION 3930 RACK - BUILD YOUR9/15/20201,329366 Mach. & Equip.1,3290001,329249 00016825 PRECISION 3930 RACK - BUILD YOUR9/15/20201,329366 Mach. & Equip.1,3290001,329250 00016826 POWERVAULT TL 10009/15/20206,283366 Mach. & Equip.6,2830006,283251 00016827 POWEREDGE R540 WINDOWS SERVER9/15/20203,330366 Mach. & Equip.3,3300003,330252 00016828 AVIGILON 12.0-H4F-DO1-IR 12.0 MP FISHEYE CAMERA,9/15/20202,532366 Mach. & Equip.2,5320002,532253 00016831 AVIGILON 3X3 MP, WDR LIGHTCATCHER, CAMERA9/1/20204,069366 Mach. & Equip.4,0690004,069254 00016832 AVIGILON 12.0 MP, FISHEYE CAMERA, DAY/NIGHT,9/1/2020773366 Mach. & Equip.773000773255 00016833 AVIGILON 5.0 MP, WDR, LIGHTCATCHER, DAY/NIGHT,9/1/20203,804366 Mach. & Equip.3,8040003,804256 00016834 AVIGILON HD NETWORK VIDEO RECORDER9/1/20204,828366 Mach. & Equip.4,8280004,828257 00016840 COMMAND CENTRAL AWARE SOFTWARE9/2/2020 465,8608454 Mach. & Equip.465,860000465,860258 00016842 MICROSOFT SURFACE BOOK 138/14/20201,849366 Mach. & Equip.1,8490001,849259 00016843 NIKON SB-500 SPEEDLIGHT7/31/2020590366 Mach. & Equip.590000590260 00016843 TAMRON 28-300 LENS7/31/2020690366 Mach. & Equip.690000690261 00016843 NIKON D850 BODY9/28/20202,999366 Mach. & Equip.2,9990002,999262 00016846 PALO ALTO PA-850 FIREWALL G-PART3/4/2020 20,188366 Mach. & Equip.20,18800020,188263 00016847 PALO ALTO PA-850 FIREWALL G-PART3/4/2020 20,188366 Mach. & Equip.20,18800020,188264 00016860 FORAY ADAMS EVIDENCE SOFTWARE2/5/20208,7288454 Mach. & Equip.8,7280008,728265 00016860 FORAY ADAMS EVIDENCE SOFTWARE2/5/20208,9968454 Mach. & Equip.8,9960008,996266 00016861 GLASS WALL ENCLOSURE9/18/20204,875366 Facilities004,87504,875267 00016862 ROGUE ECHO FITNESS BIKE3/6/2020800366 Mach. & Equip.800000800268 00016863 ROGUE CONCEPT 2 ROWER3/6/2020878366 Mach. & Equip.878000878269 00016864 NAUTILUS INSTINCT DUAL ADJ PULLEY8/21/20203,551366 Mach. & Equip.3,5510003,551270 00016865 TITAN SERIES DYNAMIC FITNESS MODULAR RIG/RACK8/21/20203,161366 Mach. & Equip.3,1610003,161271 00016866 5-50 DURA PRO URATHAENE DUMBBELL KIT7/10/20201,190366 Mach. & Equip.1,1900001,190272 00016880 FORKLIFT CHARGER9/30/20201,4954818 Mach. & Equip.1,4950001,495273 00016880 FORKLIFT CHARGER9/30/20201,4954818 Mach. & Equip.1,4950001,495274 00016883 911 DISPATCH EQUIPMENT9/30/2020 62,6836030 Facilities0062,683062,683275 00016884 RANGE SUPPLIES9/30/20208404818 Mach. & Equip.840000840276 00016885 COMPUTER SOFTWARE9/30/2020 13,1806030 Mach. & Equip.13,18000013,180277 00016886 SOFTWARE9/30/2020 12,5166030 Mach. & Equip.12,51600012,51627800016887 COMPUTER SOFTWARE9/30/20201,6396030 Mach. & Equip.1,6390001,639279 00016888 COMPUTER SOFTWARE9/30/20202,9956030 Mach. & Equip.2,9950002,995280 00016892 2020 FORD INTERCEPTOR9/30/2020 39,4176030 Vehicles039,4170039,417281 00016894 TRAFFIC TRAILER AND MESSAGE BOARD FOR PD TRAFFIC 9/30/2020 17,6506030 Mach. & Equip.17,65000017,650282 00016897 REAL TIME CRIME CENTER AUDIO/VISUAL EQUIPMENT9/30/20203,3006030 Mach. & Equip.3,3000003,300283 00016979 DSR HARLEY LIDAR PACKAGE8/5/20223,5453630 Mach. & Equip.3,5450003,545284 00017051 FUJITSU I-7260 SHEETFED/FLATBED SCANNER11/12/20201,2603618 Mach. & Equip.1,2600001,260285 00017052 SIMPSON GPW TRAILER12/22/20206,0276042 Vehicles06,027006,027286 00017073 BPI-ASR-SHIELD-III-24X36-L-V2/16/20213,2003618 Mach. & Equip.3,2000003,200287 00017074 BPI-ASR-SHIELD-III-24X36-L-V2/16/20213,2003618 Mach. & Equip.3,2000003,200288 00017075 BPI-ASR-SHIELD-III-24X36-L-V2/16/20213,2003618 Mach. & Equip.3,2000003,200289 00017104 2020 FORD F550 REG CAB FOR UTILITIES2/11/2021 117,4686042 Vehicles0117,46800117,468290 00017134 T21 HIGH SECURITY ELECTRONIC KEY SYSTEM W/ BACKUP 3/16/20211,8053618 Mach. & Equip.1,8050001,805291 00017148HONDA 2200 WATT GENERATOR4/1/20211,0993618 Mach. & Equip.1,0990001,099292 00017172 PANASONIC FZ-55 LAPTOP4/28/20212,4063618 Mach. & Equip.2,4060002,406293 00017173 PANASONIC FZ-55 LAPTOP4/28/20212,4063618 Mach. & Equip.2,4060002,406294 00017174 PANASONIC FZ-55 LAPTOP4/28/20212,4063618 Mach. & Equip.2,4060002,406295 00017175 PANASONIC FZ-55 LAPTOP4/28/20212,4063618 Mach. & Equip.2,4060002,406296 Page 6 of 10Appendix 2City of Boynton BeachPolice Impact Fee StudyFunctional Allocation of Existing Capital Equipment, Vehicles and Facilities [1] LinePurchase / Useful Life Remaining Life Asset Allocation Machinery & Facilities & Other TotalNo. Asset # Description Date Acq. Capitalized Cost In Months In Months Factor Equipment Major Vehicles Capital Equipment Excluded Historical Cost296 00017176 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406297 00017177 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406298 00017178 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406299 00017179 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406300 00017180 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406301 00017181 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406302 00017182 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406303 00017183 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406304 00017184 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406305 00017185 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406306 00017186 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406307 00017187 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406308 00017188 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406309 00017189 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406310 00017190 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406311 00017191 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406312 00017192 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406313 00017193 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406314 00017194 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406315 00017195 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406316 00017196 PANASONIC FZ-55 LAPTOP 4/28/2021 2,406 36 18 Mach. & Equip. 2,4060002,406317 00017201 STALKER LIDAR RLP LASER 4/21/2021 1,842 36 18 Mach. & Equip. 1,8420001,842318 00017202 STALKER LIDAR RLP LASER 4/21/2021 1,842 36 18 Mach. & Equip. 1,8420001,842319 00017203 STALKER LIDAR RLP LASER 4/21/2021 1,842 36 18 Mach. & Equip. 1,8420001,842320 00017204 STALKER LIDAR RLP LASER 4/21/2021 1,842 36 18 Mach. & Equip. 1,8420001,842321 00017205 DSR HARLEY DAVIDSON RADAR PACKAGE 4/21/2021 3,463 36 18 Mach. & Equip. 3,4630003,463322 00017206 DSR HARLEY DAVIDSON RADAR PACKAGE 4/21/2021 3,463 36 18 Mach. & Equip. 3,4630003,463323 00017213 FARO FOCUS S 350 LASER 3D SCANNER 5/11/2021 85,000 60 42 Facilities 0 0 85,000 0 85,000324 00017217 SIGMA 12-24MM F/4 DG HSM CAMERA LENS 5/26/2021 1,500 36 18 Mach. & Equip. 1,5000001,500325 00017222 2021 GEM ELEC E2 GOLF CART5/26/2021 12,068 60 42 Mach. & Equip. 12,06800012,068326 00017254 SCHWINN IC CLASSIS EXERCISE BIKE 6/11/2021 1,471 36 18 Mach. & Equip. 1,4710001,471327 00017274 AVIGILON H4A-ETD-KIT H4 PD 8/19/2021 9,709 60 42 Mach. & Equip. 9,7090009,709328 00017275 AVIGILON H4A-ETD-KIT H4 THERMAL CITY HALL 8/19/2021 9,709 60 42 Mach. & Equip. 9,7090009,709329 00017280 OPTIPLEX 7090 SMALL FORM FACTOR 8/27/2021 1,613 36 18 Mach. & Equip. 1,6130001,613330 00017281 OPTIPLEX 7090 SMALL FORM FACTOR 8/27/2021 1,613 36 18 Mach. & Equip. 1,6130001,613331 00017282 OPTIPLEX 7090 SMALL FORM FACTOR 8/27/2021 1,613 36 18 Mach. & Equip. 1,6130001,613332 00017298 TRAKA 21 KEY MANAGEMENT SYSTEM 9/14/2021 2,180 36 18 Mach. & Equip. 2,1800002,180333 00017301 LATITUDE 5420-BUILD YOUR OWN 9/30/2021 1,031 36 18 Mach. & Equip. 1,0310001,031334 00017304 CARPORT FOR CRIME SCENE VAN 9/28/2021 8,392 48 42 Mach. & Equip. 8,3920008,392335 00017308 YEAR 1 GRANT FUNDED PAYMENT PLAN 9/30/2021 32,731 84 66 Mach. & Equip. 32,73100032,731336 00017341 WELL FOR IRRIGATION AT NEW PD 9/30/2021 17,889 84 66 Facilities 0 0 17,889 0 17,889337 00017348 10 TON ICP ROOF TOP UNIT 9/30/2021 12,082 72 54 Facilities 0 0 12,082 0 12,082338 00017389 REAL TIME CRIME CENTER 9/30/2021 187,023 240 222 Facilities 0 0 187,023 0 187,023339 00017390 CITYWIDE BLDG WIFI 8/30/2021 11,268 240 222 Facilities 0 0 11,268 0 11,268340 00017391 CITYWIDE ACCES- CTRL UPDATE 9/14/2021 70,631 240 222 Facilities 0 0 70,631 0 70,631341 00017393 CITYWIDE - LPR CAMERAS CITYWIDE 9/22/2021 50,000 240 222 Mach. & Equip. 50,00000050,000342 00017396 PD NETWORK UPGRADES 9/30/2021 49,302 240 222 Facilities 0 0 49,302 0 49,302343 00017397 PD SERVER REFRESH/REPLACEMENT 9/30/2021 132,198 240 222 Facilities 0 0 132,198 0 132,198344 00017398 AUTOMATIC VEHICLE LOCATORDEV-00301, LAB-00001, PKG 9/30/2021 13,230 240 222 Mach. & Equip. 13,23000013,230345 00017399 PISTOL RANGE ADA 9/30/2021 6,196 240 222 Facilities 0 0 6,196 0 6,196346 00017406 PISTOL RANGE TRAINING AREA 9/30/2021 78,800 240 222 Facilities 0 0 78,800 0 78,800347 00017648 6 BAY PIN CODE CHARGING LOCKER 12/22/2021 1,356 36 30 Mach. & Equip. 1,3560001,356348 00017682 DSR HARLEY LIDAR PACKAGE 8/5/2022 3,545 36 30 Mach. & Equip. 3,5450003,545349 00017690 DELL XPS 13 9310 1/5/2022 2,406 60 54 Mach. & Equip. 2,4060002,406350 00017693 13' X 15' PORTABLE VINYL CANOPY 2/2/2022 4,875 60 54 Mach. & Equip. 4,8750004,875351 00017694 13' X 15' PORTABLE VINYL CANOPY 2/2/2022 4,875 60 54 Mach. & Equip. 4,8750004,875352 00017707 MZ 6100 WALK-THROUGH METAL DETECTOR 5/9/2022 4,594 36 30 Mach. & Equip. 4,5940004,594353 00017708 MZ 6100 WALK-THROUGH METAL DETECTOR 5/9/2022 4,594 36 30 Mach. & Equip. 4,5940004,594354 00017709 MZ 6100 WALK-THROUGH METAL DETECTOR 5/9/2022 4,594 36 30 Mach. & Equip. 4,5940004,594297 Page 7 of 10Appendix 2City of Boynton BeachPolice Impact Fee StudyFunctional Allocation of Existing Capital Equipment, Vehicles and Facilities [1] LinePurchase / Useful Life Remaining Life Asset Allocation Machinery & Facilities & Other TotalNo. Asset # Description Date Acq. Capitalized Cost In Months In Months Factor Equipment Major Vehicles Capital Equipment Excluded Historical Cost355 00017710 AXIS V5938 CAMERA 4/26/2022 2,749 60 54 Mach. & Equip. 2,7490002,749356 00017711 AXIS V5938 CAMERA 4/26/2022 2,749 60 54 Mach. & Equip. 2,7490002,749357 00017712 AXIS V5938 CAMERA 4/26/2022 2,749 60 54 Mach. & Equip. 2,7490002,749358 00017767 BROADCAST SYSTEMS 4/29/2022 17,924 60 54 Mach. & Equip. 17,92400017,924359 00017784 STALKER LIDAR RLR W/AA BATTERY HANDLE, BT, DL & FT 8/1/2022 2,559 36 30 Mach. & Equip. 2,5590002,559360 00017791 32" HEPA WORKSTATION W/FILTERS 8/24/2022 3,814 36 30 Mach. & Equip. 3,8140003,814361 00017792 SYNOLOGY DISK STATION DS2422+ - NAS SERVER 8/30/2022 2,000 36 30 Mach. & Equip. 2,0000002,000362 00017793 LIGHTCATCHER 6.0 MP WDR CAMERA/MONITOR 8/29/2022 5,993 60 54 Mach. & Equip. 5,9930005,993363 00017794 LIGHTCATCHER 6.0 MP WDR CAMERA 8/29/2022 4,832 60 54 Mach. & Equip. 4,8320004,832364 00017795 LITGHTCATCHER 3.0 MP VIDEO INTERCOM 8/29/2022 11,558 60 54 Mach. & Equip. 11,55800011,558365 00017796 AVIGILON NVR5-PRM-96TB-S19 VIDEO SERVER 9/13/2022 28,534 60 54 Mach. & Equip. 28,53400028,534366 00017797 CATALYST ENCORE DVD/CD COPIER 9/12/2022 11,821 72 66 Mach. & Equip. 11,82100011,821367 00017800 LIGHTCATCHER 6.0 MP WDR CAMERA F/1.8 P-IRIS LEN 9/13/2022 1,341 60 54 Mach. & Equip. 1,3410001,341368 00017801 LIGHTCATCHER 6.0 MP WDR CAMERA F/1.8 P-IRIS LEN 9/13/2022 1,341 60 54 Mach. & Equip. 1,3410001,341369 00017802 LIGHTCATCHER 6.0 MP WDR CAMERA F/1.8 P-IRIS LEN 9/13/2022 1,341 60 54 Mach. & Equip. 1,3410001,341370 00017803 LIGHTCATCHER 6.0 MP WDR CAMERA F/1.8 P-IRIS LEN 9/13/2022 1,341 60 54 Mach. & Equip. 1,3410001,341371 00017804 LIGHTCATCHER 6.0 MP WDR CAMERA F/1.8 P-IRIS LEN 9/13/2022 1,341 60 54 Mach. & Equip. 1,3410001,341372 00017805 LIGHTCATCHER 6.0 MP WDR CAMERA F/1.8 P-IRIS LEN 9/13/2022 1,341 60 54 Mach. & Equip. 1,3410001,341373 00017806 LIGHTCATCHER 6.0 MP WDR CAMERA F/1.8 P-IRIS LEN 9/13/2022 1,341 60 54 Mach. & Equip. 1,3410001,341374 00017807 LIGHTCATCHER 6.0 MP WDR CAMERA F/1.8 P-IRIS LEN 9/13/2022 1,341 60 54 Mach. & Equip. 1,3410001,341375 00017808 LIGHTCATCHER 6.0 MP WDR CAMERA F/1.8 P-IRIS LEN 9/13/2022 1,341 60 54 Mach. & Equip. 1,3410001,341376 00017809 LIGHTCATCHER 6.0 MP WDR CAMERA F/1.8 P-IRIS LEN 9/13/2022 1,341 60 54 Mach. & Equip. 1,3410001,341377 00017810 H5A; 4MP 36 PENDANT PTZ DOME 9/13/2022 2,441 60 54 Mach. & Equip. 2,4410002,441378 00017811 H5A; 4MP 36 PENDANT PTZ DOME 9/13/2022 2,441 60 54 Mach. & Equip. 2,4410002,441379 00017812 H5A; 4MP 36 PENDANT PTZ DOME 9/13/2022 2,441 60 54 Mach. & Equip. 2,4410002,441380 00017813 H5A; 4MP 36 PENDANT PTZ DOME 9/13/2022 2,441 60 54 Mach. & Equip. 2,4410002,441381 00017814 H5A; 4MP 36 PENDANT PTZ DOME 9/13/2022 2,441 60 54 Mach. & Equip. 2,4410002,441382 00017901 POLICE BLDG SIGNAGE 1/20/2022 21,821 120 114 Facilities 0 0 21,821 0 21,821383 00017903 PD-SERVER REFRESH/ REPLACEMENT 12/8/2021 5,097 60 54 Mach. & Equip. 5,0970005,097384 00017904 PD- ROOM MONITOR DEVICE 12/8/2021 12,307 60 54 Mach. & Equip. 12,30700012,307385 00017905 PANAONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483386 00017906 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483387 00017907 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483388 00017908 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483389 00017909 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483390 00017910 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483391 00017911 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483392 00017912 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483393 00017913 PANASONIC FZ-55 LAPOTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483394 00017914 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483395 00017915 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483396 00017916 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483397 00017917 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483398 00017918 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483399 00017919 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483400 00017920 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483401 00017921 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483402 00017922 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483403 00017923 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483404 00017924 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483405 00017925 PANASOIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483406 00017926 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483407 00017927 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483408 00017928 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483409 00017929 PANASONIC FZ-55 LAPTOP 2/15/2022 2,483 60 54 Mach. & Equip. 2,4830002,483410 00017974 LATITUDE 5430 9/30/2022 2,188 60 54 Mach. & Equip. 2,1880002,188411 00017977 INTERVIEW ROOM CAMERA 9/30/2022 8,351 60 54 Facilities 0 0 8,351 0 8,351412 00017978 INTERVIEW ROOM CAMERA 9/30/2022 8,351 60 54 Facilities 0 0 8,351 0 8,351413 00017979 INTERVIEW ROOM CAMERA 9/30/2022 8,351 60 54 Facilities 0 0 8,351 0 8,351 298 Page 8 of 10Appendix 2City of Boynton BeachPolice Impact Fee StudyFunctional Allocation of Existing Capital Equipment, Vehicles and Facilities [1]LinePurchase / Useful Life Remaining Life Asset Allocation Machinery &Facilities & OtherTotalNo. Asset # DescriptionDate Acq. Capitalized Cost In Months In Months FactorEquipment Major Vehicles Capital Equipment Excluded Historical Cost414 00018005 CAMERAS CIP PROJECT REAL TIME CRIME CENTER9/30/2022 121,840240234 Facilities00121,8400121,840415 00018010 FLAMMABLE LIQUID SAFETY CABINET9/30/20221,5113630 Mach. & Equip.1,5110001,511416 00018099 FALCON RAPID ID FINGERPRINT READER W/ EVOLUTION 9/30/20224,1643630 Mach. & Equip.4,1640004,164417 00018100 FALCON RAPID ID FINGERPRINT READER W/ EVOLUTION 9/30/20224,1643630 Mach. & Equip.4,1640004,164418 15482 2018 Ford Interceptor SUV6/1/2018 30,543N/AN/A Vehicles030,5430030,543419 17222 2021 GEM Elec E2 Golf Cart5/28/2021 12,068N/AN/A Vehicles012,0680012,068420 15086 2017 Ford Interceptor5/5/2017 27,808N/AN/A Vehicles027,8080027,808421 15091 2017 Dodge Durango5/5/2017 24,917N/AN/A Vehicles024,9170024,917422 15103 2017 Ford Interceptor8/11/2017 28,498N/AN/A Vehicles028,4980028,498423 15104 2017 Ford Interceptor8/11/2017 28,498N/AN/A Vehicles028,4980028,498424 15105 2017 Ford Interceptor8/11/2017 28,498N/AN/A Vehicles028,4980028,498425 15106 2017 Ford Interceptor8/11/2017 28,498N/AN/A Vehicles028,4980028,498426 15107 2017 Ford Interceptor8/11/2017 28,498N/AN/A Vehicles028,4980028,498427 15108 2017 Ford Interceptor8/11/2017 28,498N/AN/A Vehicles028,4980028,498428 15109 2017 Ford Interceptor9/6/2017 28,498N/AN/A Vehicles028,4980028,498429 15110 2017 Ford Interceptor8/25/2017 28,498N/AN/A Vehicles028,4980028,498430 15111 2017 Ford Interceptor8/25/2017 28,498N/AN/A Vehicles028,4980028,498431 15112 2017 Ford Interceptor10/6/2017 28,498N/AN/A Vehicles028,4980028,498432 15113 2017 Ford Interceptor10/6/2017 28,498N/AN/A Vehicles028,4980028,498433 15457 2018 FLHP Road ing Motorcycle5/18/2018 22,575N/AN/A Vehicles022,5750022,575434 15458 2018 Ford Explorer 4dr Utility8/24/2018 29,454N/AN/A Vehicles029,4540029,454435 15461 2018 Ford Interceptor SUV8/24/2018 32,044N/AN/A Vehicles032,0440032,044436 15464 2018 Ford F150 Crew Cab 2wd9/21/2018 24,624N/AN/A Vehicles024,6240024,624437 15483 2018 Ford Interceptor SUV7/27/2018 32,232N/AN/A Vehicles032,2320032,232438 15484 2018 Ford Interceptor SUV6/15/2018 32,232N/AN/A Vehicles032,2320032,232439 15485 2018 Ford Interceptor SUV6/15/2018 32,232N/AN/A Vehicles032,2320032,232440 15486 2018 Ford Interceptor SUV6/15/2018 32,232N/AN/A Vehicles032,2320032,232441 15487 2018 Ford Interceptor SUV6/15/2018 32,232N/AN/A Vehicles032,2320032,232442 15488 2018 Ford Interceptor SUV6/15/2018 32,232N/AN/A Vehicles032,2320032,232443 15489 2018 Ford Interceptor SUV7/13/2018 32,232N/AN/A Vehicles032,2320032,232444 15490 2018 Ford Interceptor SUV7/13/2018 32,232N/AN/A Vehicles032,2320032,232445 15491 2018 Ford Interceptor SUV6/29/2018 32,232N/AN/A Vehicles032,2320032,232446 15492 2018 Ford Interceptor SUV6/29/2018 32,232N/AN/A Vehicles032,2320032,232447 15493 2018 Ford Interceptor SUV6/29/2018 32,232N/AN/A Vehicles032,2320032,232448 15494 2018 Ford Interceptor SUV6/29/2018 32,232N/AN/A Vehicles032,2320032,232449 15495 2018 Ford Interceptor SUV6/29/2018 32,232N/AN/A Vehicles032,2320032,232450 15496 2018 Ford Interceptor SUV6/29/2018 32,232N/AN/A Vehicles032,2320032,232451 15497 2018 Ford Interceptor SUV6/29/2018 32,232N/AN/A Vehicles032,2320032,232452 15498 2018 Ford Interceptor SUV6/29/2018 32,232N/AN/A Vehicles032,2320032,232453 15503 2018 Ford Fusion 4dr Sedan9/21/2018 17,389N/AN/A Vehicles017,3890017,389454 15504 2018 Ford Fusion 4dr Sedan6/15/2018 17,389N/AN/A Vehicles017,3890017,389455 15505 2018 Ford Fusion 4dr Sedan6/15/2018 17,389N/AN/A Vehicles017,3890017,389456 15506 2018 Ford Fusion 4dr Sedan6/15/2018 17,389N/AN/A Vehicles017,3890017,389457 15507 2018 Ford Fusion 4dr Sedan6/29/2018 17,389N/AN/A Vehicles017,3890017,389458 15508 2018 Ford Fusion 4dr Sedan6/29/2018 17,389N/AN/A Vehicles017,3890017,389459 15606 2018 Ford Fusion 4dr Sedan11/30/2018 17,389N/AN/A Vehicles017,3890017,389460 15634 2018 Wells Cargo Base Trailer11/2/2018 40,816N/AN/A Vehicles040,8160040,816461 15902 2018 Mercury 200 Leverato Motor for Boat# 861211/16/2018 11,790N/AN/A Vehicles011,7900011,790462 15903 2019 Ford Interceptor SUV 3/8/2019 32,183N/AN/A Vehicles032,1830032,183463 15904 2019 Ford Interceptor SUV 2/22/2019 32,183N/AN/A Vehicles032,1830032,183464 15905 2019 Ford Interceptor SUV 2/22/2019 32,183N/AN/A Vehicles032,1830032,183465 15906 2019 Ford Interceptor SUV 2/22/2019 32,183N/AN/A Vehicles032,1830032,183466 15907 2019 Ford Interceptor SUV 2/22/2019 32,183N/AN/A Vehicles032,1830032,183467 15908 2019 Ford Interceptor SUV 2/22/2019 32,183N/AN/A Vehicles032,1830032,183468 15909 2019 Ford Interceptor SUV 2/22/2019 32,183N/AN/A Vehicles032,1830032,183469 15910 2019 Ford Interceptor SUV 2/22/2019 32,183N/AN/A Vehicles032,1830032,183470 15911 2019 Ford Interceptor SUV 2/22/2019 32,183N/AN/A Vehicles032,1830032,183471 15912 2019 Ford Interceptor SUV 2/22/2019 32,183N/AN/A Vehicles032,1830032,183472 15913 2019 Ford Interceptor SUV 2/22/2019 32,183N/AN/A Vehicles032,1830032,183299 Page 9 of 10Appendix 2City of Boynton BeachPolice Impact Fee StudyFunctional Allocation of Existing Capital Equipment, Vehicles and Facilities [1]LinePurchase / Useful Life Remaining Life Asset Allocation Machinery &Facilities & OtherTotalNo. Asset # DescriptionDate Acq. Capitalized Cost In Months In Months FactorEquipment Major Vehicles Capital Equipment Excluded Historical Cost473 15914 2019 Ford Interceptor SUV 2/22/2019 32,183N/AN/A Vehicles032,1830032,183474 15915 2019 Ford Interceptor SUV 2/22/2019 32,183N/AN/A Vehicles032,1830032,183475 15916 2019 Ford Interceptor SUV 2/22/2019 32,183N/AN/A Vehicles032,1830032,183476 15917 2019 Ford Interceptor SUV 2/22/2019 32,183N/AN/A Vehicles032,1830032,183477 15918 2019 Ford Interceptor SUV 2/22/2019 32,183N/AN/A Vehicles032,1830032,183478 15919 2019 Ford Interceptor SUV 2/22/2019 32,183N/AN/A Vehicles032,1830032,183479 15954 2019 Dodge Durango Pursuit AWD3/22/2019 29,211N/AN/A Vehicles029,2110029,211480 15955 2019 Dodge Durango Pursuit AWD29,211N/AN/A Vehicles029,2110029,211481 15957 2019 Ford Fusion5/31/2019 17,651N/AN/A Vehicles017,6510017,651482 15958 2019 Ford Fusion5/31/2019 17,651N/AN/A Vehicles017,6510017,651483 15960 2019 Ford Fusion5/3/2019 17,651N/AN/A Vehicles017,6510017,651484 15962 2019 Ford Fusion17,651N/AN/A Vehicles017,6510017,651485 15963 2019 Ford Fusion6/14/2019 17,651N/AN/A Vehicles017,6510017,651486 15968 2019 Harley FLHTP Electra Glide Motorcycle3/22/2019 23,325N/AN/A Vehicles023,3250023,325487 15969 2019 Chevy Tahoe 2wd5/17/2019 34,182N/AN/A Vehicles034,1820034,182488 15972 2019 Chevy Malibu5/31/2019 17,496N/AN/A Vehicles017,4960017,496489 15973 2019 Chevy Malibu5/31/2019 17,496N/AN/A Vehicles017,4960017,496490 15989 2019 Mercury 300 XL Motor4/4/2019 12,405N/AN/A Vehicles012,4050012,405491 15990 2019 Mercury 300 XL Motor4/4/2019 12,405N/AN/A Vehicles012,4050012,405492 16078 2019 Jeep Grand Cherokee6/14/2019 27,525N/AN/A Vehicles027,5250027,525493 16080 2019 Dodge Durango SXT RWD7/12/2019 28,470N/AN/A Vehicles028,4700028,470494 16430 2020 Chevy Police Tahoe3/6/2020 32,782N/AN/A Vehicles032,7820032,782495 16431 2020 Chevy Malibu3/6/2020 17,326N/AN/A Vehicles017,3260017,326496 16443 2020 Chevy Traverse FWD2/21/2020 25,092N/AN/A Vehicles025,0920025,092497 16444 2020 Chevy Traverse FWD2/21/2020 25,092N/AN/A Vehicles025,0920025,092498 16445 2020 Chevy Traverse FWD2/21/2020 25,092N/AN/A Vehicles025,0920025,092499 16448 2020 Chevy Tahoe 2wd4/17/2020 33,083N/AN/A Vehicles033,0830033,083500 16460 2020 GMC Arcadia SLE3/6/2020 27,583N/AN/A Vehicles027,5830027,583501 16528 2020 Harley Davidson FLHT Motorcycle4/3/2020 23,325N/AN/A Vehicles023,3250023,325502 16532 2020 Chevy Silverado 1500 Crew Cab5/1/2020 23,638N/AN/A Vehicles023,6380023,638503 16533 2020 Chevy Silverado 1500 Crew Cab5/1/2020 23,638N/AN/A Vehicles023,6380023,638504 16662 2020 Ford Escape6/12/2020 21,794N/AN/A Vehicles021,7940021,794505 16727 2020 Ford Interceptor SUV8/21/2020 37,930N/AN/A Vehicles037,9300037,930506 16728 2020 Ford Interceptor SUV8/21/2020 37,930N/AN/A Vehicles037,9300037,930507 16729 2020 Ford Interceptor SUV8/21/2020 37,930N/AN/A Vehicles037,9300037,930508 16730 2020 Ford Interceptor SUV8/21/2020 37,930N/AN/A Vehicles037,9300037,930509 16733 2020 Ford F150 Crew Cab7/24/2020 36,314N/AN/A Vehicles036,3140036,314510 16736 2020 Ford F350 Superduty7/31/2020 28,745N/AN/A Vehicles028,7450028,745511 16977 2020 Ford Escape27,643N/AN/A Vehicles027,6430027,643512 16979 2021 FLHTP Electra Glide Motorcycle1/22/2021 23,425N/AN/A Vehicles023,4250023,425513 17034 2020 Ford Police Interceptor Util12/11/2020 35,430N/AN/A Vehicles035,4300035,430514 17035 2020 Ford Police Interceptor Util12/11/2020 35,430N/AN/A Vehicles035,4300035,430515 17036 2020 Ford Police Interceptor Util12/11/2020 35,430N/AN/A Vehicles035,4300035,430516 17037 2020 Ford Police Interceptor Util12/11/2020 35,430N/AN/A Vehicles035,4300035,430517 17038 2020 Ford Police Interceptor Util12/11/2020 35,430N/AN/A Vehicles035,4300035,430518 17039 2020 Ford Police Interceptor Util12/11/2020 35,430N/AN/A Vehicles035,4300035,430519 17040 2020 Ford Police Interceptor Util12/11/2020 35,430N/AN/A Vehicles035,4300035,430520 17041 2020 Ford Police Interceptor Util12/11/2020 35,430N/AN/A Vehicles035,4300035,430521 17042 2020 Ford Police Interceptor Util12/11/2020 35,430N/AN/A Vehicles035,4300035,430522 17045 2020 Ford Police Interceptor Util12/11/2020 37,930N/AN/A Vehicles037,9300037,930523 17046 2020 Ford Police Interceptor Util12/11/2020 37,930N/AN/A Vehicles037,9300037,930524 17109 2020 Dodge Durango SXT3/5/2021 25,850N/AN/A Vehicles025,8500025,850525 17158 2021 Chevy Travrse FWD LS4/2/2021 24,969N/AN/A Vehicles024,9690024,969526 17159 2021 Chevy Travrse FWD LS4/2/2021 24,969N/AN/A Vehicles024,9690024,969527 17160 2021 Chevy Travrse FWD LS4/2/2021 24,969N/AN/A Vehicles024,9690024,969528 17161 2021 Chevy Travrse FWD LS4/2/2021 24,969N/AN/A Vehicles024,9690024,969529 17225 2021 Dodge Charger Police Pursuit5/14/2021 27,782N/AN/A Vehicles027,7820027,782530 17226 2021 Dodge Charger Police Pursuit5/14/2021 27,782N/AN/A Vehicles027,7820027,782531 17227 2021 Dodge Charger Police Pursuit5/14/2021 27,782N/AN/A Vehicles027,7820027,782300 Page 10 of 10Appendix 2City of Boynton BeachPolice Impact Fee StudyFunctional Allocation of Existing Capital Equipment, Vehicles and Facilities [1] LinePurchase / Useful Life Remaining Life Asset Allocation Machinery & Facilities & Other TotalNo. Asset # Description Date Acq. Capitalized Cost In Months In Months Factor Equipment Major Vehicles Capital Equipment Excluded Historical Cost532 17228 2021 Chevy Silverado DBL 2WD 28,145 N/A N/A Vehicles 0 28,145 0 0 28,145533 17229 2021 Ford Police Interceptor SUV 6/11/2021 34,425 N/A N/A Vehicles 0 34,425 0 0 34,425534 17230 2021 Ford Police Interceptor SUV 6/11/2021 34,425 N/A N/A Vehicles 0 34,425 0 0 34,425535 17252 2021 Dodge Charger Police Pursuit 7/9/2021 27,782 N/A N/A Vehicles 0 27,782 0 0 27,782536 17256 2021 Ford Police Interceptor SUV 7/23/2021 34,425 N/A N/A Vehicles 0 34,425 0 0 34,425537 17257 2021 Ford Police Interceptor SUV 7/23/2021 34,425 N/A N/A Vehicles 0 34,425 0 0 34,425538 17258 2021 Ford Police Interceptor SUV 7/23/2021 34,425 N/A N/A Vehicles 0 34,425 0 0 34,425539 17259 2021 Ford Police Interceptor SUV 7/23/2021 34,425 N/A N/A Vehicles 0 34,425 0 0 34,425540 17260 2021 Ford Police Interceptor SUV 7/23/2021 34,425 N/A N/A Vehicles 0 34,425 0 0 34,425541 17261 2021 Ford Police Interceptor SUV 7/23/2021 34,425 N/A N/A Vehicles 0 34,425 0 0 34,425542 17262 2021 Ford Police Interceptor SUV 7/23/2021 34,425 N/A N/A Vehicles 0 34,425 0 0 34,425543 17264 2021 Ford Police Interceptor SUV 8/20/2021 34,425 N/A N/A Vehicles 0 34,425 0 0 34,425544 17277 2021 Chevy Police Tahoe 34,184 N/A N/A Vehicles 0 34,184 0 0 34,184544 17300 2021 Jeep Cherokee Latitude 10/15/2021 23,919 N/A N/A Vehicles 0 23,919 0 0 23,919545 Police Headquarters 20,801,036 N/A N/A Facilities 0 0 20,801,036 0 20,801,036.546 Total$28,822,637 $1,834,449 $3,877,905 $22,738,661 $371,623 $28,822,637Footnotes:[1] Amounts shown as provided by the City as of January 31, 2023. 301 Page 1 of 8 Impact Fee Land Use Category N/A Hybrid Single Family Multifamily Multifamily Multifamily Office/Healthcare Office/Healthcare Office/Healthcare Single Family Hotel/Motel Hybrid Single Family Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial CommercialP 15 27 35 P 17 P 17 P 17 P 17 P 17 P 28 30 Convenience Store P 2 3 8 35 P 2 3 35 P 3 35 P 3 35 P 7 35 P 35 P 17 35 P 17 35 P 17 35 P 17 35 P 1 11 P 17 35 P 22 35 Clothing & Accessories P 18 P 1 PPPP P 10 17 P 27 58 A 20 58 A 20 21 58 Cleaning Supply Store (Swimming Pool, Janitorial) P 1PPPP P 17P 17P 17P 17 P 17P 22P 28 A 16 45 A 16 45 Brewpub P 2 58 P 58 P 58 P 58 P 58 P 17 58 P 17 58 P 17 58 P 17 58 P 17 58 P 17 58 P 58 Boat Dealer/Rental C 45 P 27 Beer, Wine, & Liquor Store P 35 P 35 P 35 P 17 35 P 17 35 P 17 35 P 17 35 P 17 35 P 17 35 P 15 27 35 P 14 16 44 P 14 16 44 P 44 Automotive Parts Store PPPP P 17P 17P 17P 17 P 17P 23 Auto Dealer, Used Auto Dealer, New P 14 16 44 P 14 16 44 P 44 COMMERCIAL Retail Sales Art, Book, Craft, Hobby, Music, Sporting Goods, & Toys P 18 P 1 P P P 43 P P 10 17 P 17 P 17 P 17 P 17 P 17 P 28 43 A 20 A 20 P 27 Manufactured Home P C 41 C 41 C 41 P 41 P 41 P 41 Live-Work Units P 42 P 42 P 42 P 42 P 42 P 42 Hotel & Motel P 41 P 41 P 41 P 41 C 41 Home-Based Business P 34 P 34 P 34 P 34 P 34 P 34 P 34 P 34 P 34 P 34 P 34 P 34 P 34 Group Home Type 3 (comprehensive service) C 14 40 C 40 C 40 C 40 P 40 P 40 C 40 C 40 C 40 C 40 Group Home Type 2 (2 per room up to 14 residents, limited service) P 14 40 C 40 C 40 P 27 Group Home Type 1 (2 per room up to 10 residents, limited service) P 40 P 40 P 40 P 40 P 40 P 40 P 6 P 6 P 34 6 P 27 Dwelling Units in Mixed Use Buildings P P P 6 P 6 P 6 P 6 P 6 Dwelling, Multi- family (including Townhomes) PP P P Dwelling, Two-family (duplex) PPP P PPPP C Dwelling, Single- family (detached) PPP PPPP P P P Bed & Breakfast C 37 C 37 C 37 C 37 C 37 C 37 C 37 RECRESIDENTIAL & LODGING Accessory Dwelling Unit P 36 P 36 P 36 P 36 P 36 P 36 P 36 P 36 APPENDIX C P = Permitted C = Conditional A = Accessory Residential Commercial Mixed-Use Indust- rial Misc R-1-AABR-1-AAR-1-AR-1R-2R-3IPUD%PUDMHPC-1C-2C-3C-4CBDPCDSMUMU-1MU-2MU-3MU-4MU-CM-1PIDPU302 Page 2 of 8 Impact Fee Land Use CategoryRECAPPENDIX C P = Permitted C = Conditional A = Accessory Residential Commercial Mixed-Use Indust- rial Misc R-1-AABR-1-AAR-1-AR-1R-2R-3IPUD%PUDMHPC-1C-2C-3C-4CBDPCDSMUMU-1MU-2MU-3MU-4MU-CM-1PIDPUCommercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial CommercialP 17 58 P 17 58 P 17 58 P 17 58 P 17 58 P 58 P 27 58 A 20 58 A 20 21 58 Restaurant P 18 58 A 58 P 2 58 P 58 P 58 P 58 P 58 P 17 58 Pharmacy & Drug Store P 1 57 P 2 57 P 57 P 57 P 57 P 57 P 17 57 P 17 57 P 17 57 P 17 57 P 17 57 P 17 57 P 15 27 57 Pet Store & Supplies P 18 P 1 PPPP P 17P 17P 17 P 28P 17 P 17 P 17 P 17 P 17 P 17 P 17 P 17 P 28Office Supplies & Stationery P 1PPPP P 17 P 27 A 20 A 20 21 Nursery, Garden Ctr. & Farm Supply P 2 3 56 P 3 56 P 3 56 P 3 56 P 3 22 56 P 15 27 55 Novelty, Gift, Souvenir, & Miscellaneous P 18 P 1PPPP P 17P 17P 17P 17P 1 11 P 17 Multiple-Vendor Market P 55 P 55 P 55 Mobile Vending Unit (MVU) P 54 P 54 P 54 P 54 P 54 P 54 P 54 P 54 P 54 P 54 P 54 P 54 P 15 27 53 Micro-Brewery, Micro- Winery, Micro- Distillery C 104 C 104 C 104 C 104 C 15 104 C 17 104 C 17 104 C 17 104 C 17 104 C 17 104 C 104 Merchandise, Used (Other) P 53 P 53 P 53 P 16 27 51 Merchandise, Used (Antique Shop) P 18 52 P 1 52 P 52 P 52 P 52 P 52 P 17 52 P 17 52 P 17 52 P 17 52 P 17 52 P 17 52 P 27 52 P 17 50 P 17 50 P 17 50 P 17 50 P 17 50 P 22 P 28 Merchandise, New (Supercenter, Discount, Department, Club) P P P 10 16 Marine Accessories P 1 50 PPPP P 17 P 16 27 49 Jewelry, Luggage, & Leather Goods P 18 P 1PPPP P 17P 17P 17P 17P 17P 17 P 28 P 17 P 17 P 17 P 17 P 17 P 22 P 27 Home Improvement Center P P P 10 16 Health & Personal Care (Eyeglass, Medical Supplies, Hearing-Aids) P 18 68 PP PPPP P 17 Hardware Store P 2 P P P 48 P P 17 P 17 48 P 17 48 P 17 48 P 17 48 P 17 48 P 22 P 27 48 Grocery Store P P P P 10 17 C 17 47 P 17 47 P 27P 17 47 P 17 P 17 47 C 16 46 C 16 46 Gasoline Station C 46 C 46 C 46 C 46 P 27 Furniture & Home furnishing P 18 P 1PPPP P 10 17 P 17 P 17 P 17 P 17 P 17 P 22 P 2 28 30 P 14 P 14 P 14 P 17 P P 22 P 28 30 Florist P 18 P 1 8 P 1PPPP P 17P 17P 17P 17P 17P 17P 22 Electronics & Appliance Store P 1PPPP P 10 Cosmetics, Beauty supply, & Perfume P 18 P 1PPPP P 10PPP P 17P P 28 30 303 Page 3 of 8 Impact Fee Land Use CategoryRECAPPENDIX C P = Permitted C = Conditional A = Accessory Residential Commercial Mixed-Use Indust- rial Misc R-1-AABR-1-AAR-1-AR-1R-2R-3IPUD%PUDMHPC-1C-2C-3C-4CBDPCDSMUMU-1MU-2MU-3MU-4MU-CM-1PIDPUCommercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Bar & Nightclub Commercial Caterer Commercial Check Cashing Commercial Coin-operated Laundry Commercial Crematorium Commercial Day & Trade Labor Pool (Temporary Help)Commercial Dry Cleaner Commercial Fortune Teller, Palm Reader, or Psychic Commercial Funeral Home Commercial Interior Decorator Studio Commercial Landscaping Debris Stockpiling Commercial Locksmith Commercial Mobile Vending Unit (MVU)Commercial Personal Care (Beauty, Hair, Nails)CommercialP 17 68 P 17 68 P 17 68 P 17 68 P 22 68 P 27 68 P 18 68 P 8 68 P 1 68 P 68 P 68 P 68 P 68 P 17 68 P 17 68 P 54 P 54 P 54 P 54 P 54 P 54 P 54 P 54 P 54 P 54 P 54 P 54 P 54 P 54 P 54 P 54 P 54 C 103 P 1 P P P P P 22 P P 18 P P P P P P 11 P 11 P 11 P 11 P 11 P 11 P 22 P P 22 C C P 3 P 3 P 3 C 16 C 16 C 16 A 3 67 P 2 8 66 P 2 66 P 66 P 66 P 66 P 66 P 66 P 66 P 66 P 66 P 66 P 66 P 22 66 P 27 66 PP C P 13 P 1 8 P 1 P P P P P 17 P 17 P 17 P 17 P 27 P 22 C P 65 P 65 P 65 P 27 PPP PP C C C C C 16 C 14 16 C 14 16 C 16 C 16 C 27 Automotive Window Tinting/Stereo Installation/Alarms A 64 P 64 P 64 C 64 P 64 P 26 P 3 62 A 62 Automotive, Major Repair P 3 13 63 Automotive, Minor Repair A 62 C 62 P 3 62 C 62 Automobile Rental C 61 C 61 C 61 P 16 61 P 16 61 P 16 61 P 16 61 A 60 Auto/Car Wash, Self- serve Bay CC C Auto/Car Wash (Polishing, Waxing, Detailing) A 60 C 60 C 60 C 60 COMMERCIAL Services Auto Broker PPPP P PPP C 27 Tile and Carpet P P P P 10 17 P 17 P 17 P 17 P 17 P 22 P 24 28 PPP P 2 11 P P 27 Tap-Room CCCC C 16 C 14 16 C 14 16 C 16 C 16 Specialty Food Store P 18 P 2 PPPP P P 28 A 20 A 20 21 Showroom warehouse (single-product line) P 100 P 100 P 100 P 100 Restaurant, Take-out P 18 P 2 8 P 2PPPP P 17P 17P 17P 17P 17P 17P 59 304 Page 4 of 8 Impact Fee Land Use CategoryRECAPPENDIX C P = Permitted C = Conditional A = Accessory Residential Commercial Mixed-Use Indust- rial Misc R-1-AABR-1-AAR-1-AR-1R-2R-3IPUD%PUDMHPC-1C-2C-3C-4CBDPCDSMUMU-1MU-2MU-3MU-4MU-CM-1PIDPUPet Care (Boarding and Daycare)Commercial Pet Care (Grooming)Commercial Pet Care (Veterinary Services)Office/Healthcare Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Office/Healthcare Office/Healthcare Office/Healthcare Office/Healthcare Office/Healthcare Office/Healthcare Office/Healthcare Office/Healthcare Office/Healthcare Office/Healthcare Office/Healthcare Office/Healthcare Office/HealthcareP 16 P 16 P 16 P 16 P 16 P 22 P 24 27 31 Medical or Dental Imaging/Testing/ Support Services PP 1PPPP P 16 P 24 28 31 Medical Care or Testing (In- patient) P 14 101 102 P 14 101 102 P 14 101 102 P 14 101 102 P 16 P 16 P 16 P 16 P 16 P 22 P 27 31 Manufacturer Representative P 1P 1PPPP P P Investigative Service P 8 P P 1 PPPP P 16 Information and Data Processing PP 1PPPP PP 29 P 27 31 Hospital P 72 P 16 P 16 P 16 P 16 P 16 P 22 P 27 31 Diet/Nutrition Center P P 1 PPPP P 17P 17P 17P 17P 17P 17P 22 Counseling P P 1 PPPP P 16 P Copying, Printing, and Sign Design PP 2PPPP P 17P 17P 17P 17P 17P 17P 22P P 5 P 5 P 5 P 5 P 5 P 13 C 29 Contractor P P PPPP P Call Center P P P P P 5 P P 5 P 27 31 Business or Professional Office P 18 19 P 8 P P 18 19 PPPP P 73P 73P 73P 73P 73P 73P 22P 28 31 P 14 P 14 P 14 P P P 27 OFFICE & HEALTH CARE Bank and Financial Office P P 1 PPPP P 16P 16P 16P 16P 16P 16 Videos, Games & DVD Rental P 1PPPP P P 27 Tuxedo, Formal Wear, Costume Rental P 1PPPP P 17P 17P 17P 17P 17P 17 P 27 P 17 P 17 P 17 P 17 P P Travel Agency P 18 19 P 1 P 1 19 PPPP P 17P 17P 17P 17P 17P 17P 22 Repair, Rental, & Maint of Office, Home Equip P PPPP P 10 17 Repair, Rental, & Maint of Home/Garden Tools P 71 P P 71 P 12 AA Repair/Maintenance, Personal and Household Goods P 1 8 P 1PPPP P 17P 17P 17P 17 P 17P 22P P 16 70 P 16 70 P 16 70 P 16 70 P 16 70 P 16 70 P 22 70 P 28 70 Photography Studio Rental of Moving Vehicles & Equipment PP 18PPPP P 17P 17P 17P 17 P 27A 20A 20 Postal/Mail Center A 70 P 1 70 P 70 P 70 P 70 P 70 P 17 P 17 P 22 P 16 P 16 P 16 P 16 P 22 P 27PPPP PPP 16P 16 P 18 P P P P P P 17 P 17 P 17 P 17 P 17 P 17 P 22 P 27 A 69 C 69 C 69 C 69 C 69 C 16 69 C 16 69 C 16 69 P 3 22 69 C 27 69 305 Page 5 of 8 Impact Fee Land Use CategoryRECAPPENDIX C P = Permitted C = Conditional A = Accessory Residential Commercial Mixed-Use Indust- rial Misc R-1-AABR-1-AAR-1-AR-1R-2R-3IPUD%PUDMHPC-1C-2C-3C-4CBDPCDSMUMU-1MU-2MU-3MU-4MU-CM-1PIDPUOffice/Healthcare Office/Healthcare Office/Healthcare Office/Healthcare Office/Healthcare Commercial Commercial Institutional Commercial Commercial Commercial Commercial Commercial Institutional Commercial Commercial Commercial Commercial Institutional Institutional Institutional Institutional InstitutionalPGovernment, Municipal Utility/ Support Facilities P 31 Government, Municipal Office/ Emergency/ Civic Facilities P 85 P 85 P 85 P 85 P 85 P 85 P 85 P 85 P 85 P 85 P 85 P 85 P 85 P 85 P 85 P 85 P 85 P 85 P 85 P 85 P 85 P 25 P P P 15 P 15 P 15 Civic & Fraternal Club/ Organization P 3 P 3 C 15 C 14 15 C 14 15 C 14 15 Church C 33 84 C 33 84 C 33 84 C 33 84 C 84 C 84 P P P P 15 PUBLIC & CIVIC USES Cemetery A 3 83 A 3 83 A 3 83 A 3 83 A 3 83 A 3 83 A 3 83 A 3 83 P Theater P 18 82 P 18 82 P 82 P 82 P 82 P 82 P 11 82 P 11 14 82 P 11 14 82 P 11 14 82 P 11 82 P 11 82 P 20 82 P 18 82 P 4 29 Sightseeing & Scenic Tours P 81 P 81 P 81 P 81 P 81 P 81 P 11 81 P 11 81 P 11 81 P 11 81 P 11 81 P 11 81 Shooting Range, Indoor P P P P P 18 Rentals, Recreational (bicycles, canoes, personal watercraft) PPPP P 11P 11 14 80 P 11 14 80 P 11 14 80 P 11 P 11 A 21 P 11 79 P 11 79 P 11 79 P 11 79 P 11 79 Museum P 18 P 18 P Marina, (including Yacht Club) P 79 P 79 Indoor Athletic Instruction/Training P 18 19 P 1 P P P 1 P P P 14 P 14 P 14 P 1 P 1 P P P 27P 11 14 P 11 14 P 11 14 P 11 P 11Gym, Fitness & Health Club P 18 19 PPPP P 10 11 Entertainment, Outdoor C 78 C 78 P 18 P 18 Entertainment, Indoor P 1 77 PPPP P 11P 11 14 P 11 14 P 11 14 P 11 P 11 P 22 77 P 27 A 21 P 76 P 76 P 76 P 76 P 76 P P A 20 A 20 Arts Campus P 18 Artist Studio P 18 P 18 P 76 P 76 P 76 P 76 P 76 ARTS, ENTERTAINMENT & RECREATIONAL Adult Entertainment C 75 C 75 C 75 P 13 75 P 75 Temporary Employment Agency PP PPPP P 16P 16P 16P 16P 16P 16 P 27 31 P 16 P 16 P 16 P 16 P 16 P 27 31 Social Service Agency C 74 C 74 P P Real Estate Business P 18 19 P P 18 19 PPPP P 16 P 29 Medical or Dental Office (Out-patient) PP 1PPPP P 16P 16P 16P 16P 16P 16P 22P 27 31 Medical or Dental Laboratory P P 13 306 Page 6 of 8 Impact Fee Land Use CategoryRECAPPENDIX C P = Permitted C = Conditional A = Accessory Residential Commercial Mixed-Use Indust- rial Misc R-1-AABR-1-AAR-1-AR-1R-2R-3IPUD%PUDMHPC-1C-2C-3C-4CBDPCDSMUMU-1MU-2MU-3MU-4MU-CM-1PIDPUInstitutional Institutional Institutional Institutional Institutional Institutional Institutional Institutional Institutional Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/WarehousingP 23 P 26Ornamental, China, Fine Earthenware, & Pottery P 26 Motor Vehicle Seating & Interior Trim P 23 P 26 P 23 P 26 Metal, Fabricated Products P 23 Medical Equipment & Supplies P 26 Jewelry Mfg P 23 P 26 P 23 P 26 Ice Cream & Frozen Dessert C 9 P 9 Glass Products P 26 Furniture Products P 23 P 26 P 23 P 26 Frozen Food C 9 P 9 Footwear & Other Leather Products P 26 Food Processing C 9 P 9 P 26 P 9 P 26 Electrical Equipment, Appliance & Component Assembly P 13 Dairy Products Mfg C 9 P 26 Converted Paper Product Processing P 13 P 26 P 9 P 26 Brewery, Winery, Distillery C 9 P 9 Beverage Mfg C 9 INDUSTRIAL Manufacturing, Fabrication & Processing Bakery, Commercial C 9 P 9 P 26 P 11 P 11 P 11 C 11 C 11 P 22 P 24 27 31 Tutoring and Testing Centers PP PPCP P 11 P 25 P School, Professional & Technical P 18 PP 18PPPP P 15P 15P 15P 15 P 15 P 24 26 27 31 P 22 P 26 School, Primary and Secondary C 33 C 33 C 33 C 33 C C P School, Industrial & Trade C P Day Care C 33 87 C 33 87 C 33 87 C 33 87 C 87 C 87 P 8 87 CC CCCC 87P 11P 11 14 P 11 14 P 11 14 P 11 P 11 P 22 CCC P EDUCATIONAL College, Seminary, University P P C C P 15 P 15 P 15 Government, Post Office C C C C P 24 25 28 31 86 P Government, Non- Municipal Utility/ Support Facilities P Government, Non- Municipal Office Facilities P 1 P 1 P 1 5 P 1 P 1 5 P 1 5 P 5 86 P 86 P 86 P 5 86 P 5 86 P 5 86 P 86 307 Page 7 of 8 Impact Fee Land Use CategoryRECAPPENDIX C P = Permitted C = Conditional A = Accessory Residential Commercial Mixed-Use Indust- rial Misc R-1-AABR-1-AAR-1-AR-1R-2R-3IPUD%PUDMHPC-1C-2C-3C-4CBDPCDSMUMU-1MU-2MU-3MU-4MU-CM-1PIDPUIndustrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing P 29 95 Recording Studio PPPP PP 29 P 23 P 26 Radio & TV Broadcasting P 95 P 95 P 95 P 95 P 95 P 95 P 95 Publishing & Commercial Printing P 26 Lawn Maintenance & Landscaping Service P 94 P 13 94 P 23 P 26 Janitorial and General Cleaning P P 13 Glass and Mirror P Exterminating and Pest Control P 3 13 P 26 C 29 93 Dry Cleaning Plant P 13 P 26 P 22 P 26 Contractor's Workshop P 93 P 23 93 Carpet and Upholstery Cleaning Services P 92 P 26 INDUSTRIAL Services Boat Repair P 13 91 P 23 P 26 Wholesale Trade C 12 P 23 Warehousing C 12 Warehouse, Internet Sales P P P 26 A 89 A 89 A 89 P 13 89 Storage, Self-Service P 90 C 5 11 90 C 5 11 90 C 5 11 90 C 5 11 90 P 90 Storage, Boats/ Motor/Recreational Vehicles A 89 P 26 INDUSTRIAL Storage, Distribution & Wholesale Trade Packing & Shipping, Trucking, and Moving P 13 P 29 P 23 P 26 Wood Products P 23 Textile Products P 26 Stone cutting & finishing P 23 88 P 26 88 P 23 P 26 Sporting Goods and Toys P 23 Soap & Toiletry Rubber Products P 23 P 26 P 26 Plastic Products P 23 P 26 P 23 P 26 Pharmaceutical & Medicine P 23 Paint, Coating & Adhesive 308 Page 8 of 8 Impact Fee Land Use CategoryRECAPPENDIX C P = Permitted C = Conditional A = Accessory Residential Commercial Mixed-Use Indust- rial Misc R-1-AABR-1-AAR-1-AR-1R-2R-3IPUD%PUDMHPC-1C-2C-3C-4CBDPCDSMUMU-1MU-2MU-3MU-4MU-CM-1PIDPUIndustrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing Industrial/Warehousing AGRICULTURAL Community Garden P 99 P 99 P 99 P 99 P 99 P 99 P 99 P 99 P 99 P 99 P 99 P 99 P 99 P 99 P 99 P 99 P 99 P 99 P 99 P 99 P 99 P 13 C 26 Towing, Motor Vehicle P 3 13 Testing Laboratory C 4 26 97 Taxi, Limo, Charter Bus P 1 98 P 98 P 98 C 98 P 98 P 3 13 98 P 13 P 29 Sewer/Septic & Waste Mgmt Cleaning P 3 13 97 Security Services PP P Research & Development, Scientific/ Technological P 96 P 29 96 P 13 32 Repair/Maintenance, Industrial & Commercial Equipment P 13 32 Rental/Leasing, Industrial & Commercial Equipment 309 t Boynton Beach Police Impact Fee Study Prepared – September 25, 2023 CITY OF 310 Purpose and Background •Provide the basis for proposed impact fees for police capital facilities ›Fees are paid by new development that results in an increased demand ›Fees are used to pay for growth-related facilities and major equipment ›Avoids growth-related costs from burdening existing residents •City currently does not charge police impact fees •Adequate fee levels minimize the cost burden of growth to existing residents – growth pays its own way 2 311 Legal Considerations The basis for impact fees and related criteria have been developed under Florida Statutes and case law Florida Impact Fee Act History •Florida Legislature created section 163.31801 of the Florida Statues governing impact fees •Created June 14, 2006 •Amended 2009, 2011, 2019, and most recently in 2021 3 312 Legal Considerations (Cont.) Florida Impact Fee Act •Requires the calculation of impact fees to be based on the most recent and localized data •Provides for accounting and reporting of impact fee revenues and expenditures in a separate fund •Limits administrative charges for the collection of impact fees to actual costs •Limits fee standard fee increases and sets phasing requirements for implementation of increases (not applicable to new fees) •Requires 90 days notice before imposing a new or increased fee •Annual affidavit on compliance signed by the city •Government has the burden of proof in any challenge of an impact fee •Cannot be charged before issuance of building permit 4 313 Impact Fee Criteria •Fees must be reasonably equitable to all parties - Dual rational nexus ›Impact fees must be based on the capital cost requirements anticipated for providing service- related facilities to new development •Impact fees must be based upon reasonable level of service standards that meet the needs of the City •Impact fees cannot be used to fund deficiencies in capital needs of the City or pay for any operating costs •Impact fees are adopted by ordinance 5 314 Fee Calculation Methodology •Develop population and unit forecast and functional population factors •Review existing and targeted level of service •Identify existing and future investments to serve growth •Determine the allocation of costs to be recovered from residential and non-residential customer classes •Fee calculated for residential and non-residential developments uniquely based on type of property and service requirements 6 315 Functional Population •Functional population to account for location of population over a 24-hour period ›Functional population factors include number of trips generated, average number of people per trip, and time spent on location •Approach differentiates between major property types / uses and recognizes that demand for services differ by property type / use ›Residential – single family vs. multifamily types ›Non-Residential – recommending 5 nonresidential classes –Example – commercial vs. warehouse ›Based on trip generation data and estimate of City calls –ITE 11th Edition revised trip generation data 7 316 City Service Area Forecast 8 Existing and Projected Population and Dwelling Units Year Permanent Population [1] Total Dwelling Units Average Persons per Household 2022 81,873 33,943 2.41 2025 83,614 34,665 2.41 2027 85,166 35,308 2.41 2030 87,549 36,296 2.41 2032 88,578 36,723 2.41 2035 90,144 37,372 2.41 2040 92,380 38,299 2.41 [1] Population projections provided by City based on single-family and multi-family projections 317 Levels of Service •Department provides law enforcement and crime prevention services to the community •Existing level of service (LOS) ›City target LOS is 2.10 officers per 1,000 residents ›City currently is funding 1.98 officers per 1,000 residents ›Total of 231.5 police personnel FTEs –162.0 officers – included in level of service calculation –69.5 administrative / support staff – not included in level of service calculation ›Fee calculations based on provided LOS of 1.98 ›Total of 169 projected officers by 2027 9 318 Existing and Future Investment •Existing investment in department of $28.45 million ›General Equipment – $1.83 million (excluded) ›Vehicles – $3.88 million (included) ›Facilities and Other Capital Equipment – $22.74 million (included) •Total planned future investment of $14.21 million ›Approximately $6.98 million included in fee calculations ›Projects include red light camera implementation, radio tower, new vehicles, mobile command center, and other items •City anticipates a grant for radio tower of approximately $1.0 million •Average cost per sworn officer is approximately $140,000 •Projected 169 officers by 2027 •Total costs recognized in fee calculation – $23.72 million 10 319 Calculation Methodology 11 Total Investment Base Capacity Costs -75% Variable Capacity Costs 25% Base Cost Per Unit Residential Variable Costs -70% Nonresidential Variable Costs -30% Calls Residential Cost Per Unit Nonresidential Cost Per Unit Functional Population Coefficients Proposed Police Impact Fees Total 2027 Population 2027 Residential Units Functional Nonresidential Population 320 Proposed Police Impact Fees 12 Description Impact Fee Unit Maximum Supportable Fee Residential Single Family Dwelling Unit $450.00 Residential Multifamily – Buildings with 2 - 4 Units Dwelling Unit 416.00 Residential Multifamily – Buildings with 5+ Units Dwelling Unit 365.00 Non-residential: Industrial / Warehousing 1,000 Sq. Ft.$24.00 Institutional 1,000 Sq. Ft.56.00 Hotel and Motel Per Room 349.00 Office and Healthcare 1,000 Sq. Ft.227.00 Commercial 1,000 Sq. Ft.650.00 Should none of the above land uses adequately define a proposed non-residential development as determined by the City Manager, at the Manager's discretion the following average charge per square foot of non-residential development is considered appropriate: $434.00 per 1,000 sq. ft. 321 Police Impact Fee Comparison – Single Family 13 322 Recommendations •Adopt proposed police impact fees •Review fees every 4 years for development trends ›Capital needs ›Level of service requirements ›Major changes in growth projections •Provide at least 90 days between the City’s approval and the effective date 14 323 15 324 Contact: Henry Thomas / Shawn Ocasio 407 628 2600 / hthomas@raftelis.com / socasio@raftelis.com Thank you! 16 325 City of Boynton Beach Agenda Item Request Form 8.B Public Hearing 6 P.M. or as soon thereafter as the agenda permits. The City Commission will conduct these public hearings in its dual capacity as Local Planning Agency and City Commission. 12/19/2023 Meeting Date: 12/19/2023 Proposed Ordinance No. 23-023- Second Reading - An Ordinance of the City Commission of the City of Boynton Beach, Florida, approving the Boynton Beach Administrative Amendments to the 8th Edition (2023) of the Florida Building Code; providing for conflicts, severability, codification, and an effective date. Requested Action: Approve Proposed Ordinance No. 23-023 on Second Reading. Explanation of Request: Based on section 553.73 4(a), Florida Statutes, titled "Building Construction Standards," the State legislature has provided for local jurisdictions to modify Chapter 1 of the Florida Building Code to deal with local issues and conditions that are unique and distinctive to each jurisdiction. Accordingly, the City of Boynton Beach Building Division has modified Chapter 1 of the Florida Building Code in conjunction with Palm Beach County to provide greater consistency in the application and interpretation of the code on a county-wide basis. The request for adoption includes the following revised sections, added sections clarifications, and text corrections throughout the document, but not limited to. BOAF - Building Officials Association of Florida recommendations BCAB - PBC Building Code Advisory Board recommendations State Model Code - State of Florida Model Code recommendations 102.2.5 Addition of "local enforcement agency" BOAF recommendation Strike item 4. - Removed from BOAF and State Model Code 102.6 Removed Property Maintenance Code. Not an adopted code 102.6 Removed Property Maintenance Code. Not an adopted code 104.11 Struck and simplified alternative methods, design, and materials. Matches BCAB/BOAF/State 105.2 Building 2. simplified one- and two-family work exempt from permits. Matched PBC BCAB 105.3 Application for permit, removed email application submission as the Building 326 Department is paperless. 105.3.1.2 example 2 item 4. Added exception to simplify permitting process for fire alarm system projects. BOAF and State Model Code recommendations. 105.3.1.2 example 2 item 5. Replace plumbing requirements and replaced with electrical as plumbing referenced in 105.3.1.2 1. Amended to match PBC BCAB 105.14 Permits issued on the basis of affidavit. Added Building Official review for Special Flood Hazard Areas. This could affect our Community Rating System. PBC BCAB recommendation. 105.17 Streamline Low Voltage alarm permits. Added video cameras close circuit TV to detect burglary, fire, robbery, or medical emergency. PBC BCAB recommendations. 107.1.1 Submittal documents General. Added local government cannot require a contract at application or issuance of a permit. PBC BCAB recommendations. 017.2.7 Structural information. Struck non-Threshold requirements for all permits; this is addressed in section 110.8 Threshold Buildings. PBC BCAB recommendation. 107.3.5 Minimum plan review criteria. Added building envelope. PBC BCAB recommendation. 107.3.5 Minimum plan review criteria. Mechanical - added smoke and or fire dampers. BOAF/State/PBC BCAB recommendation. 107.3.5 Minimum plan review criteria. Residential (one- two-family) 4. Added carbon monoxide alarm. BOAF/State/PBC BCAB recommendation. 107.3.5 Minimum plan review criteria. Residential (one- two-family) 5 Added wind requirements BOAF/State/PBC BCAB recommendation. 107.6 Affidavits. Added private provider time frames per section 553.791(7), Florida Statutes. PBC BCAB recommendation. 107.6.2 Affidavits. Added private provider affidavits are to be reviewed by Building Official for projects in Special Flood Hazard Areas. This could effect out CRS rating. PBC BCAB recommendation. 109.6 Refunds. Added Building Official is authorized to establish refund policy through ordinance or resolution. PBC BCAB recommendation. 110.1.2 Inspection service. Added verification of Architect and Engineers who perform inspections. PBC BCAB recommendation. 110.2 Preliminary inspection. Struck limitation of 553.79 (20). In line with BOAF/STATE/PBC BCAB 110.2.1 Existing building inspections. Struck as it's redundant to 110.2. 110.3 Required inspections. Struck survey or special purpose survey may be required before an inspection is approved. PBC BCAB/BOAF/STATE recommendation. How will this affect city programs or services? This will allow the City to mirror the Florida Building Code and the Palm Beach County Administrative amendments to allow for consistency. Fiscal Impact: N/A Attachments: Ordinance No. 23-023 Amend BB Admin Admendments to FLA Bldg Code 8th Ed 2023.pdf Boynton Beach Local Amendment to 2023 FBC Building Chapter 1.docx Changes to Boynton Beach Administrative Amendments.pptx 327 S:\CA\Ordinances\Amend BB Admin Admendments to FLA Bldg Code 8th Ed (2023) - Ordinance Revised.docx ORDINANCE NO. 23-023 1 2 AN ORDINANCE OF THE CITY OF BOYNTON BEACH, 3 FLORIDA, APPROVING THE BOYNTON BEACH 4 ADMINISTRATIVE AMENDMENTS TO THE 8TH 5 EDITION (2023) OF THE FLORIDA BUILDING CODE; 6 PROVIDING FOR CONFLICTS, SEVERABILITY, 7 CODIFICATION, AND AN EFFECTIVE DATE. 8 9 WHEREAS, pursuant to Chapter 553.734(a), Florida Statutes, the City Commission 10 may adopt amendments to the administrative provisions of the Florida Building Code to deal 11 with local issues and conditions that are unique and distinctive to each jurisdiction, subject to 12 the limitations in said statute; and 13 WHEREAS, the City of Boynton Beach has adopted the Boynton Beach Amendments 14 to the 2010 Florida Building Code on March 6, 2012, June 4, 2013, and October 15, 2013; the 15 Florida Building Code 6th Edition (2017) on December 19, 2017; and the Florida Building 16 Code 7th Edition (2020) on November 17, 2020; the Florida Building Code 7th Edition (2020) 17 on December 6, 2022, and the Florida Building Code 7th Edition (2020) on September 14, 18 2023; and 19 WHEREAS, the Boynton Beach Building Division proposes to modify the City's local 20 administrative chapter (Chapter 1) of the Florida Building Code in conjunction with Palm 21 Beach County to provide greater consistency in the application and interpretation of the code 22 on a county-wide basis; and 23 WHEREAS, the request for adoption includes several revised sections, added sections 24 clarifications, and text corrections throughout the document; and 25 WHEREAS, the City Commission hereby approves and adopts an amendment to the 26 Boynton Beach Administrative Building Code 8th Edition (2023) of the Florida Building Code; 27 and 28 328 S:\CA\Ordinances\Amend BB Admin Admendments to FLA Bldg Code 8th Ed (2023) - Ordinance Revised.docx WHEREAS, as required by law, such amendments will be transmitted to the State 29 within 30 days after this enactment of the amendments. 30 NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF 31 THE CITY OF BOYNTON BEACH, FLORIDA, THAT: 32 Section 1. The foregoing "Whereas" clauses are true and correct and are now ratified 33 and confirmed by the City Commission. 34 Section 2. The City Commission hereby approves and adopts the Boynton Beach 35 Administrative Amendments to the 8th Edition (2023) of the Florida Building Code contained 36 in Exhibit "A," which is attached hereto and incorporated herein by reference. 37 Section 3. As required by law, these amendments will be transmitted to the State 38 within 30 days after the enactment of the amendments. 39 Section 4. That ordinances or parts of ordinances in conflict herewith be, and the 40 same are hereby repealed, provided that in the event of a conflict with respect to the 41 administration of the building codes, existing administrative laws or rules of the City shall 42 control. 43 Section 5. Should any section or provision of this Ordinance or any portion thereof 44 be declared invalid by a court of competent jurisdiction, such decision shall not affect the 45 remainder of this Ordinance. 46 Section 6. Authority is hereby given to codify this Ordinance. 47 Section 7. This Ordinance shall become effective immediately. 48 FIRST READING this 5th day of December, 2023. 49 50 329 S:\CA\Ordinances\Amend BB Admin Admendments to FLA Bldg Code 8th Ed (2023) - Ordinance Revised.docx SECOND, FINAL READING AND PASSAGE this 19th day of December, 2023. 51 CITY OF BOYNTON BEACH, FLORIDA 52 53 YES NO 54 55 Mayor – Ty Penserga _____ _____ 56 57 Vice Mayor – Thomas Turkin _____ _____ 58 59 Commissioner – Angela Cruz _____ _____ 60 61 Commissioner – Woodrow L. Hay _____ _____ 62 63 Commissioner – Aimee Kelley _____ _____ 64 65 VOTE ______ 66 67 68 69 ATTEST: 70 71 _____________________________ ______________________________ 72 Maylee De Jesús, MPA, MMC Ty Penserga 73 City Clerk Mayor 74 75 APPROVED AS TO FORM: 76 (Corporate Seal) 77 78 _______________________________ 79 Shawna G. Lamb 80 City Attorney 81 82 330 1 BOYNTON BEACH ADMINISTRATIVE AMENDMENTS to the FLORIDA BUILDING CODE 8th Edition (2023) ORDINANCE NO. EFFECTIVE December 31, 2023 BEGINNING WITH PERMIT NO. 24-0001 City of Boynton Beach Department of Development Building Division 100 East Ocean Avenue Boynton Beach, Florida 33435 (561) 742-6350 Office (561) 742-6357 Fax 331 2 PART 1—SCOPE AND APPLICATION CHAPTER 1 ADMINISTRATION Table of Contents Section 101 GENERAL 3 Section 102 APPLICABILITY 5 Section 103 BUILDING DIVISION 10 Section 104 DUTIES AND POWERS OF THE BUILDING OFFICIAL 10 Section 105 PERMITS 13 Section 106 FLOOR AND ROOF LOADS 29 Section 107 CONSTRUCTION DOCUMENTS 29 Section 108 TEMPORARY STRUCTURES AND USES 43 Section 109 FEES 43 Section 110 INSPECTIONS 45 Section 111 CERTIFICATES OF OCCUPANCY AND COMPLETION 56 Section 112 SERVICE UTILITIES 58 Section 113 BUILDING BOARD OF ADJUSTMENT AND APPEALS 59 Section 114 VIOLATIONS 62 Section 115 STOP WORK ORDER 63 Section 116 UNSAFE STRUCTURES AND EQUIPMENT 63 Section 117 VARIANCES IN FLOOD HAZARD AREAS 66 Section 118 WIND LOADS 66 Section 119 SEVERABILITY 66 332 3 SECTION 101 GENERAL 101.1 Title. These regulations shall be known as the Florida Building Code,hereinafter referred to as “this code.” 101.2 Scope. The provisions of this code shall apply to the construction, alteration, relocation, enlargement, replacement, repair, equipment, use and occupancy, location, maintenance, removal, and demolition of every building or structure or any appurtenances connected or attached to such buildings or structures. Exception: 1.Detached one- and two-family dwellings and multiple single-family dwellings (townhouses) not more than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade plane in height, shall comply with this code or the Florida Building Code Residential. 2.Code Requirements that address snow loads and earthquake protection are pervasive; they are left in place but shallnot be utilized or enforced because Florida has no snow load or earthquake threat. 101.2.1 Appendices. Provisions in the appendices shall not apply unless specifically adopted. Appendix “F,” in the Florida Building Code, Plumbing Volume, has been adopted as part of this chapter. 101.2.2 Florida Building Code, Residential Construction standards or practices which are not covered by Florida Building Code, Residential volume shall be in accordance with the provisions of Florida Building Code, Building. 101.3 Intent. The purpose of this code is to establish the minimum requirements to safeguard the public health, safety and general welfare through structural strength, means of egress facilities, stability, sanitation, adequate light and ventilation, energy conservation, and safety to life and property from fire and other hazards attributed to the built environment and to provide safetyto fire fighters and emergency responders during emergency operations. 101.3.1 Quality control. Quality control of materials and workmanship is not within the purview of this code except as it relates to the purposes stated herein. 101.3.2 Warranty and Liability. The permitting, plan review or inspection of any building, system or plan by this jurisdiction, under the requirements of this code, shall not be construed in any court as a warranty of the physical condition of such building, system or plan or their adequacy. This jurisdiction shall not be liable in tort for damages or hazardous or illegal condition or inadequacy in such building, system or plan, nor for any failure of any component of such, which may occur subsequent to such 333 4 inspection or permitting. Further, no employee shall be liable in tort for damage from such conditions, in accordance with Section 768.28 Florida Statutes, as may be amended or replaced. 101.4 Referenced codes. The other codes listed in Sections 101.4.1 through 101.4.11 and referenced elsewhere in this code shall be considered part of the requirements of this code to the prescribed extent of each such reference. 101.4.1 Gas. The provisions of the Florida Building Code, Fuel Gas Code shall apply to the installation of gas piping from the point of delivery, gas appliances and related accessories as covered in this code. These requirements apply to gas piping systems extending from the point of delivery to the inlet connections of appliances and the installation and operation of residential and commercial gas appliances and related accessories. 101.4.2 Mechanical. The provisions of the Florida Building Code, Mechanical shall apply to the installation, alterations, repairs and replacement of mechanical systems, including equipment, appliances, fixtures, fittings and/or appurtenances, including ventilating, heating, cooling, air- conditioning and refrigeration systems, incinerators and other energy-related systems. 101.4.3 Plumbing. The provisions of the Florida Building Code, Plumbing shall apply to the installation, alteration, repair and replacement of plumbing systems, including equipment, appliances, fixtures, fittings and appurtenances, and where connected to a water or sewage system and all aspects of a medical gas system. 101.4.4 Property maintenance.For provisions related to property maintenance of existing properties, refer to the City of Boynton Beach Code of Ordinances, Chapter 10, Article IV. 101.4.5 Fire prevention.For provisions related to fire prevention, refer to the Florida Fire Prevention Code. The Florida Fire Prevention Code shall apply to matters affecting or relating to structures, processes and premises from the hazard of fire and explosion arising from the storage, handling or use of structures, materials or devices; from conditions hazardous to life, property or public welfare in the occupancy of structures or premises; and from the construction, extension, repair, alteration or removal of fire suppression, automatic sprinkler systems and alarm systems or fire hazards in the structure or on the premises from occupancy or operation. 101.4.6 Energy. The provisions of the Florida Building Code, Energy Conservation shall apply to all matters governing the design and construction of buildings for energy efficiency. 101.4.7 Existing buildings. The provisions of the Florida Existing Building Code shall apply to matters governing the repair, alteration change of occupancy, addition to and relocation of existing buildings. 334 5 101.4.8 Accessibility.For provisions related to accessibility, refer to the Florida Building Code, Accessibility. 101.4.9 Manufactured buildings.For additional administrative and special code requirements, see Section 458, Florida Building Code. Building, and Rule 61-41 Florida Administrative Code. 101.4.10Electrical.The provisions of Chapter 27 of the Florida Building Code, BuildingVolumeshall apply to the installation of electrical systems, including alterations, repairs, replacement, equipment, appliances, fixtures, fittings and appurtenances thereto. 101.4.11 Flood Damage Prevention.City of Boynton Beach Land Development Regulations (LDR) shall be considered part of the requirements of this code relative to flood control. Conflicting requirements between the Florida Building Code and Chapter 4, Article X, Flood Prevention Requirementsof the LDR shall be resolved in favor of the requirement that offers the greatest degree of flood damage prevention or alternatives that would provide an equivalent degree of flood damage prevention and an equivalent method of construction. 101.5 Building Official. Whenever, the Building Official is mentioned in the code, it is also intended to mean the Building Official’s designee, wherever applicable. 101.6 Department. Whenever “department” or “department of building safety” is mentioned in this code, it is also intended to mean the City of Boynton Beach Building Division, where applicable. SECTION 102 APPLICABILITY 102.1 General. Where there is a conflict between a general requirement and a specific requirement, the specific requirement shall be applicable. Where, in any specific case, different sections of this code specify different materials, methods of construction or other requirements, the most restrictive shall govern. 102.1.1 The Florida Building Code does not apply to, and no code enforcement action shall be brought with respect to, zoning requirements, land use requirements and owner specifications or programmatic requirements which do not pertain to and govern the design, construction, erection, alteration, modification, repair or demolition of public or private buildings, structures or facilities or to programmatic requirements that do not pertain to enforcement of the Florida Building Code. Additionally, a local code enforcement agency may not administer or enforce the Florida Building Code Building to prevent the citing of any publicly owned facility, including, but not limited to, correctional facilities, juvenile justice facilities, or state universities, community colleges, or public education facilities, as provided by law. 102.2 Building. The provisions of the Florida Building Code shall apply to the construction, erection, alteration, modification, repair, equipment, use and occupancy, location, maintenance, removal and demolition of every public and private building, structure or facility or floating residential structure, or any 335 6 appurtenances connected or attached to such buildings, structures or facilities. Additions, alterations, repairs and changes of use or occupancy group in all buildings and structures shall comply with the provisions provided in the Florida Building Code, Existing Building.The following buildings, structures and facilities, except for those located in a Special Flood Hazard Area are exempt from the Florida Building Code as provided by law, and any further exemptions shall be as determined by the legislature and provided by law: (a) Building and structures specifically regulated and preempted by the federal government. (b) Railroads and ancillary facilities associated with the railroad. (c) Nonresidential farm buildings on farms. (d) Temporary buildings or sheds used exclusively for construction purposes. (e) Mobile or modular structures used as temporary offices, except that the provisions of Part II (Section 553.501-553.513, Florida Statutes) relating to accessibility by persons with disabilities shall apply to such mobile or modular structures. Permits shall be required for structural support and tie down, electric supply and all other such utility connections to such mobile or modular structures as required by this jurisdiction. (f) Those structures or facilities of electric utilities, as defined in Section 366.02, Florida Statutes, which are directly involved in the generation, transmission, or distribution of electricity. (g) Temporary sets, assemblies, or structures used in commercial motion picture or television production, or any sound-recording equipment used in such production, on or off the premises. (h) Chickees constructed by the Miccosukee Tribe of Indians of Florida or the Seminole Tribe of Florida. As used in this paragraph, the term “chickee” means an open-sided wooden hut that has a thatched roof of palm or palmetto or other traditional materials, and that does not incorporate any electrical, plumbing, or other non-wood features. (i) Family mausoleums not exceeding 250 square feet (23 m2) in area which are prefabricated and assembled on site or preassembled and delivered on site and have walls, roofs, and a floor constructed of granite, marble, or reinforced concrete. (j) Temporary housing provided by the Department of Corrections to any prisoner in the state correctional system. (k) A building or structure having less than 1,000 square feet (93 m 2) which is constructed and owned by a natural person for hunting and which is repaired or reconstructed to the same dimension and condition as existed on January 1, 2011, if the building or structure: 1. Is not rented or leased or used as a principal residence; 2. Is not located within the 100-year floodplain according to the Federal Emergency Management Agency’s current Flood Insurance Rate Map; and 336 7 3. Is not connected to an off-site electric power or water supply. (l) Service providers of water, sewer, storm, gas, cable, telephone, or other similar utility systems are exempt to the point of service connection for the building or structure. However, these structures may be subject to local zoning and/or land development regulations. 102.2.1 In addition to the requirements of Section 553.79 and 553.80, Florida Statutes, facilities subject to the provisions of chapter 395, Florida Statutes, and part II of chapter 400, Florida Statutes, shall have facility plans reviewed and construction surveyed by the state agency authorized to do so under the requirements of chapter 395, Florida Statutes, and part II of chapter 400, Florida Statutes, and the certification requirements of the federal government. 102.2.2 Residential buildings or structures moved into or within a county or municipality shall not be required to be brought into compliance with the state minimum building code in force at the time the building or structure is moved, provided: 1. The building or structure is structurally sound and in occupiable condition for its intended use; 2. The occupancy use classification for the building or structure is not changed as a result of the move; 3. The building is not substantially remodeled; 4. Current fire code requirements for ingress and egress are met; 5. Electrical, gas and plumbing systems meet the codes in force at the time of construction and are operational and safe for reconnection; and 6. Foundation plans are sealed by a professional engineer or architect licensed to practice in this state, if required by the Florida Building Code,Building for all residential buildings or structures of the same occupancy class. 7. The requirements of Florida Building Code, Existing Building Volume, are also satisfied. 102.2.3 The Building Official shall apply the same standard to a moved residential building or structure as that applied to the remodeling of any comparable residential building or structure to determine whether the moved structure is substantially remodeled. The cost of the foundation on which the moved building or structure is placed shall not be included in the cost of remodeling for purposes of determining whether a moved building or structure has been substantially remodeled. 102.2.4 This section does not apply to the jurisdiction and authority of the Department of Agriculture and Consumer Services to inspect amusement rides or the Department of Financial Services to inspect state-owned buildings and boilers. 337 8 102.2.5 Each enforcement district or local enforcement agency shall be governed by a board, the composition of which shall be determined by the affected localities. 1. At its own option, each enforcement district or local enforcement agency may adopt rules granting to the owner of a single-family residence one or more exemptions from the Florida Building Code relating to: a. Addition, alteration, or repairs performed by the property owner upon his or her own property, provided any addition or alteration shall not exceed 1,000 square feet(93 m2) or the square footage of the primary structure, whichever is less. b. Addition, alteration, or repairs by a non-owner within a specific cost limitation set by rule, provided the total cost shall not exceed $5,000 within any 12-month period. c. Building and inspection fees. 2. However, the exemptions under subparagraph 1 do not apply to single-family residences that are located in mapped flood hazard areas, as defined in the code, unless the enforcement district or local enforcement agency has determined that the work, which is otherwise exempt, does not constitute a substantial improvement, including the repair of substantial damage, of such single- family residences. 3. Each code exemption, as defined in sub-subparagraphs 1a, 1b, and 1c shall be certified to the local board 10 days prior to implementation and shall only be effective in the territorial jurisdiction of the enforcement district or local enforcement agency implementing it. 4. However, each enforcement district or local enforcement agency may establish an alternative permitting program for replacing nonstructural components of buildingsystems in a residential dwelling unit. A licensed contractor performing such work for the resident shall also be exempt from individual permits and inspections if either the owner or the licensed contractor obtains a valid Annual Permit per Section 105.1.1 of this code and all such work is reported as required in Section 105.1.2 of this code for compliance evaluation. No added capacity, system expansion or new building work of any type shall be excluded from individual permit and inspection by this provision. 102.2.6 This section does not apply to swings and other playground equipment accessory to a one- or two-family dwelling. Exception:Electrical service to such playground equipment shall be in accordance with chapter 27 of this code. 102.3 Application of references. References to chapter or section numbers, or to provisions not specifically identified by number, shall be construed to refer to such chapter, section or provision of this code. 338 9 102.4 Referenced codes and standards. The codes and standards referenced in this code shall be considered part of the requirements of this code to the prescribed extent of each such reference and as further regulated in Sections 102.4.1 and 102.4.2. 102.4.1 Conflicts. Where conflicts occur between provisions of this code and referenced codes and standards, the provisions of this code shall apply. 102.4.2 Provisions in referenced codes and standards.Where the extent of the reference to a referenced code or standard includes subject matter that is within the scope of this code or the Florida Codes listed in Section 101.4, the provisions of this code or the Florida Codes listed in Section 101.4, as applicable, shall take precedence over the provisions in the referenced code or standard. 102.5 Partial invalidity. In the event that any part or provision of this code is held to be illegal or void, this shall not have the effect of making void or illegal any of the other parts or provisions. 102.6 Existing structures. The legal occupancy of any structure existing on the date of adoption of this code shall be permitted to continue without change, except as is specifically covered in this code, the, Florida Building Code, Existing Building,the Florida Fire Prevention Code, or the Property Maintenance Code. For provisions related to property maintenance, refer to the City of Boynton Beach Code of Ordinances, Chapter 10, Article IV. 102.6.1 Buildings not previously occupied. A building or portion of a building that has not been previously occupied or used for its intended purpose in accordance with the laws in existence at the time of its completion shall comply with the provisions of the Florida Building Code or Florida Residential Code, as applicable, for new construction or with any current permit for such occupancy. 102.6.2 Buildings previously occupied. The legal occupancy of any building existing on the date of adoption of this code shall be permitted to continue without change, except as otherwise specifically provided in this code, the Florida Fire Prevention Code and 101.4.4 Property Maintenance. For provisions related to property maintenance, refer to the City of Boynton Beach Code of Ordinances, Chapter 10, Article IV, or as is deemed necessary by the Building Official for the general safety and welfare of the occupants and the public. 102.7 Relocation of manufactured buildings. (1) Relocation of an existing manufactured building does not constitute an alteration. (2) A relocated building shall comply with wind speed requirements of the new location, using the appropriate wind speed map. If the existing building was manufactured in compliance with the Standard Building Code (prior to March 1, 2002), the wind speed map of the Standard Building Code shall be applicable. If the existing building was manufactured in compliance with the Florida Building Code (after March 1, 2002), the wind speed map of the Florida Building Code shall be applicable. 339 10 (3) A relocated building shall comply with the flood hazard area requirements of the new location, if applicable. 102.8 Existing mechanical equipment.An agency or local government may not require that existing mechanical equipment located on or above the surface of a roof be installed in compliance with the requirements of the Florida Building Code except during reroofing when the equipment is being replaced or moved during reroofing and is not in compliance with the provisions of the Florida Building Code relating to roof-mounted mechanical units. PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 BUILDING DIVISION 103.1 Creation of enforcement agency. The Building Division is hereby created and the official in charge thereof shall be known as the Building Official. 103.2 Appointment. The Building Official shall be appointed by the chief appointing authority of the jurisdiction. 103.3 Deputies. In accordance with the prescribed procedures of this jurisdiction and with the concurrence of the appointing authority, the Building Official shall have the authority to appoint a deputy Building Official, the related technical officers, inspectors, plan examiners and other employees. Such employees shall have powers as delegated by the Building Official. 103.4 Restrictions on employees. (Reserved). SECTION 104 DUTIES AND POWERS OF THE BUILDING OFFICIAL 104.1 General. The Building Official is hereby authorized and directed to enforce the provisions of this code. The Building Official shall have the authority to render interpretations of this code and to adopt policies and procedures in order to clarify the application of its provisions. Such interpretations, policies and procedures shall be in compliance with the intent and purpose of this code. Such policies and procedures shall not have the effect of waiving requirements specifically provided for in this code. 104.2 Applications and permits. The Building Official shall receive applications, review construction documents and issue permits for the erection, and alteration, demolition and moving of buildings and structures, and service systems, inspect the premises for which such permits have been issued and enforce compliance with the provisions of this code. 104.2.1 Determination of substantially improved or substantially damaged existing buildings and structures in flood hazard areas. For applications for reconstruction, rehabilitation, repair, alteration, 340 11 addition or other improvement of existing buildings or structures located in flood hazard areas, the Building Officialshall determine if the proposed work constitutes substantialimprovement or repair of substantial damage. Where the Building Official determines that the proposed work constitutes substantialImprovement or repair of substantialdamage, and where required by this code, the Building Officialshall require the building to meet the requirementsof Section 1612of the Florida Building Code, Building or Section R322 of the Florida Building Code, Residential and Article X. Flood Prevention Requirements. 104.3 Notices and orders. The Building Official shall issue all necessary notices or orders to ensure compliance with this code. 104.4 Inspections. The Building Official shall make all of the required inspections, or the Building Official shall have the authority to accept reports of inspection by approved agencies or individuals. Reports of such inspections shall be in writing and be certified by a responsible officer of such approved agency or by the responsible individual. The Building Official is authorized to engage such expert opinion as deemed necessary to report upon unusual technical issues that arise, subject to the approval of the appointing authority. 104.5 Identification. The Building Official shall carry proper identification when inspecting structures or premises in the performance of duties under this code. 104.6 Right of entry. Where it is necessary to make an inspection to enforce the provisions of this code, or where the Building Official has reasonable cause to believe that there exists in a structure or upon a premises a condition which is contrary to or in violation of this code which makes the structure or premises unsafe, dangerous or hazardous, the Building Official is authorized to enter the structure or premises at reasonable times to inspect or to perform the duties imposed by this code, provided that if such structure or premises be occupied that credentials be presented to the occupant and entry requested. If such structure or premises is unoccupied, the Building Official shall first make a reasonable effort to locate the owner or other person having charge or control of the structure or premises and request entry. If entry is refused, the Building Official shall have recourse to the remedies provided by law to secure entry. 104.6.2 When the Building Official obtains a proper inspection warrant or other remedy provided by law to secure entry, no owner or occupant or any other persons having charge, care or control of any building, structure, or premises shall fail or neglect, after proper request is made as herein provided, to promptly permit entry therein by the Building Official for the purpose of inspection and examination pursuant to this code. 104.7 Division of records. The Building Official shall keep official records of applications received, Permits and certificates issued, fees collected, reports of inspections, and notices and orders issued. Such records shall be retained in the official records for the period required for retention of public records per FS 119. 104.8 Liability. The Building Official, member of the board of appeals or employee charged with the enforcement of this code, while acting for the jurisdiction in good faith and without malice in the discharge of the duties required by this code or other pertinent law or ordinance, shall not thereby be civilly or 341 12 criminally rendered liable personally and is hereby relieved from personal liability for any damage accruing to persons or property as a result of any act or by reason of an act or omission in the discharge of official duties. Any suit instituted against an officer or employee or board member because of an act performed by that officer or employee or board member in the lawful discharge of duties and under the provisions of this code shall be defended by legal representative of the jurisdiction until the final termination of the proceedings. The Building Official or any subordinate shall not be liable for cost in any action, suit or proceeding that is instituted in pursuance of the provisions of this code. 104.8.1 Legal defense. Any suit orcriminal complaint instituted against an officer or employeeor board member of an act performed by that officer or employee or board member in the lawful discharge of duties and under the provisions of this code shall be defended by legal representatives of the jurisdiction until the final termination of the proceedings. The Building Official or any subordinate shall not be liable for cost in any action, suit or proceeding that is instituted in pursuance of the provisions of this code. 104.9 Approved materials and equipment. Materials, equipment and devices approved by the Building Official shall be constructed and installed in accordance with such approval. 104.9.1 Used materials and equipment. The use of used materials which meet the requirements of this code for new materials is permitted. Used equipment and devices shall not be reused unless approved by the Building Official. 104.10 Modifications. Wherever there are practical difficulties involved in carrying out the provisions of this code, the Building Official shall have the authority to grant modifications for individual cases, upon application of the owner or owner’s representative, provided the Building Official shall first find that special individual reason makes the strict letter of this code impractical and the modification is in compliance with the intent and purpose of this code and that such modification does not lessen health, accessibility, life and fire safety, or structural requirements. The details of action granting modifications shall be recorded and entered in the files of the Building Department. 104.10.1 Flood hazard areas. The Building Officialshall coordinate with the floodplain administrator to review requests submitted to the Building Official that seek approval to modify the strict application of the flood resistant construction requirements of the Florida Building Code and Article X. Flood Prevention Requirements to determine whether such requests require the granting of a variance pursuant to Section 117. 104.11 Alternative materials, design and methods of construction and equipment. The provisions of this code are not intended to prevent the installation of any material or to prohibit any design or method of construction not specifically prescribed by this code, provided that any such alternative has been approved. An alternative material, design,ormethod of construction shall be approved where the Building Official finds that the proposed alternative meets all of the following: design is satisfactory and complies 342 13 with the intent of the provisions of this code, and that the material, method or work offered is, for the purpose intended, not less than the equivalent of that prescribed in this code in quality, strength, effectiveness, Fire Resistance, durability and safety. Where the alternative material, design or method of construction is not approved, the Building Official shall respond in writing, stating the reasons why the alternative was not approved. 1. The alternative material, design, or method of construction is satisfactory and complies with the intent of the provisions of this code, and 2. The material, method, or work offered is, for the purpose intended, not less than the equivalent of that prescribed in this code as it pertains to the following: 2.1 Quality, 2.2 Strength, 2.3 Effectiveness, 2.4 Fire Resistance, 2.5 Durability, 2.6 Safety, and 2.7 Level of Sanitation. Where the alternative material, design, or method of construction is not approved, the Building Official shall respond in writing, stating the reasons why the alternative was not approved. 104.11.1 Research reports. Supporting data, where necessary to assist in the approval of materials or assemblies not specifically provided for in this code, shall consist of valid research reports from approved sources. 104.11.2 Tests. Whenever there is insufficient evidence of compliance with the provisions of this code, or evidence that a material or method does not conform to the requirements of this code, or in order to substantiate claims for alternative materials or methods, the Building Officialshall have the authority to require tests as evidence of compliance to be made at no expense to the jurisdiction. Test methods shall be as specified in this code or by other recognized test standards. In the absence of recognized and accepted test methods, the Building Official shall approve the testing procedures. Tests shall be performed by an approved agency. Reports of such tests shall be retained by the Building Official for the period required for retention of public records. 104.12 Requirements not covered by this code.Any requirements necessary for strength, stability or proper operation of an existing or proposed building, structure, electrical, gas, mechanical or plumbing system, or for the public safety, health and general welfare, not specifically covered by this or other technical codes, shall be determined by the Building Official. SECTION 105 PERMITS 105.1 Required. Any contractor, owner or owner’s authorized agent in accordance with chapter 489, Florida Statutes,who intends to construct, enlarge, alter, repair, move, demolish, or change the occupancy of a building, tenancy or structure, or to erect, install, enlarge, alter, repair, remove, convert or replace 343 14 any impact-resistant coverings, electrical, gas, mechanical or plumbing, fire protection systems, accessible elements, flood resistant elements, site drainage elements, the installation of which is regulated by this code or Part III, Chapter 2, Article IV of the BBFL Code of Ordinances, or to cause any such work to be done, shall first make application to the Building Official and obtain the required permit(s). 105.1.1 Annual facility Facility permit. In lieu of an individual Permit for each Alteration to an Existing electrical, gas, mechanical or plumbing or interior nonstructural office system(s), the Building Official is authorized to issue an annual Permit for any occupancy to facilitate routine or emergency service, repair, refurbishing, minor renovations of service systems or manufacturing equipment installations/relocations. The Building Official shall be notified of major changes and shall retain the right to make inspections at the facility site as deemed necessary. An annual facility permit shall be assessed with an annual fee and shall be valid for one year from date of issuance. A separate permit shall be obtained for each facility and for each construction trade, as applicable. The permit application shall contain a general description of the parameters of work intended to be performed during the year. 105.1.2 Annual Facility permit records. The person to whom an annual permit is issued shall keep a detailed record of Alterations made under such annual permit. The Building Official shall have access to such records at all times or such records shall be filed with the Building Official as designated. The Building Official is authorized to revoke such permit, if code violations are found to exist. 105.1.3 Food permit. In accordance with500.12, Florida Statutes, a food permit from the Department of Agriculture and Consumer Services is required of any person who operates a food establishment or retail store. 105.1.4 Public swimming pool. The local enforcing agency may not issue a building permit to construct, develop, or modify a public swimming pool without proof of application, whether complete or incomplete, for an operating permit pursuant to Section 514.031, Florida Statutes. A certificate of completion or occupancy may not be issued until such operating permit is issued. The local enforcing agency shall conduct their review of the building permit application upon filing and in accordance with chapter 553, Florida Statutes. The local enforcing agency may confer with the Department of Health, if necessary, but may not delay the building permit application review while awaiting comment from the Department of Health. 105.2 Work exempt from permit. Exemptions from permit requirements of this code shall not be deemed to grant authorization for any work to be done in any manner in violation of the provisions of this code or any other laws or ordinances of this jurisdiction, to include work in any special flood hazard area. Exemptions granted under this section do not relieve the owner or contractor from their duty to comply with applicable provisions of the Florida Building Code, and requirements of the Local Floodplain Management Ordinance. As Determined by The Building Official, permits shall not be required for the following: Building: 344 15 1. Building permits are not required for replacement or repair work having a value of less than $1,000.00 $2,000.00, providing, however, that such work will not adversely affect the structural integrity, fire rating, exit access, or egress requirements. 2. Painting, tiling, carpeting, cabinets and countertops and similar finish work for one-and-two family dwellings with no reconfiguration, electrical, mechanical, gas or plumbing work. 2. Cabinets and countertops with no reconfiguration for one- and two-Family Dwellings, painting, papering, carpeting, and similar finish work, with no electrical or plumbing work. 3. Temporary motion picture, television, and theater sets and scenery. 4. Traditional swings and other standard playground equipment accessory to detached one- and two- family dwellings, but they may be subject to Zoning permits. 5. Retractable awnings supported by an exterior wall and do not require additional support of Groups R- 3 and U occupancies, but they may be subject to Zoning permits. 6. In the case of roofing repairs, a permit may not be required for work having a value of less than $500, unless such work effects the structural integrity or secondary water barrier of the roof. 7. Sheds for single family dwelling/lot, having a size less than or equal to 6’X6’and 6’in heightare exempt from building permits, but they may be subject to Zoning permits.Vinyl and other lightweight product sheds are intended to be removable and are not permanent structures, but they may be subject to Zoning permits. Electrical: Repairs and maintenance: Minor repair work, including the replacement of lamps or the connection of approved portable electrical equipment to approved permanently installed receptacles or repair and replacement of like for like common household electrical fixtures, switches, and outlets on the load side of the electrical source. Radio and television transmitting stations: The provisions of this code shall not apply to electrical equipment used for radio and television transmissions, but do apply to equipment and wiring for a power supply and the installations of towers and antennas, except as exempted by section 489.503(14), Florida Statutes. Temporary testing systems: A permit shall not be required for the installation of any temporary system required for the testing or servicing of electrical equipment or apparatus. Gas: 1. Portable heating appliance. 345 16 2. Replacement of any minor part that does not alter approval of equipment or make such equipment unsafe. Mechanical: 1. Portable heating appliance. 2. Portable ventilation equipment. 3. Portable cooling unit. 4. Steam, hot or chilled water piping within any heating or cooling equipment regulated by this code. 5. Replacement of any part that does not alter its approval or make it unsafe. 6. Portable evaporative cooler. 7. Portable self-contained refrigeration system containing 10 pounds (5 kg) or less of refrigerant and actuated by motors of 1 horsepower (746 W) or less. 8. The installation, replacement, removal or metering of any electrical load management control device where installed by a utility service provider. Plumbing: 1. The stopping of leaks in drains, water, soil, waste orvent pipe, provided,however, that if any concealed trap, drain pipe, water, soil, waste or vent pipe becomes defective and it becomes necessary to remove and replace the same with new material, such work shall be considered as new work and a permit shall be obtained and inspection made as provided in this code. 2. The clearing of stoppages or the repairing of leaks in pipes, valves or fixtures and the removal and reinstallation of water closets, provided such repairs do not involve or require the replacement or rearrangement of valves, pipes or fixtures. 3.The replacement of common household plumbing fixtures to existing supply lines and outlets in one- and two-family dwellings. This does not include water heaters, bathtubs, or showers. 105.2.1 Emergency repairs. Where equipment replacements and repairs must be performed in an emergency situation, the permit application shall be submitted within the next working business day to the Building Official. Notification shall be given to the Building Official, including the work address, nature of emergency, and scope of work immediately, or by the next business day. 346 17 105.2.2. Minor repairs.Ordinary minor repairs may be made with the approval of the Building Official without a permit, provided the repairs shall not include the cutting away of any wall, partition or portion thereof, the removal or cutting of any structural beam or load-bearing support, or the removal or change of any required means of egress, or rearrangement of parts of a structure affecting the egress requirements; nor shall ordinary repairs include addition to, addition of, replacement or relocation of any standpipe, water supply, sewer, drainage, drain leader, gas, soil, waste, vent or similar piping, electric wiring systems or mechanical equipment or other work affecting public health or general safety, and such repairs shall not violate any of the provisions of the technical codes. 105.2.3 Public service agencies. A permit shall not be required for the installation, alteration or repair of generation, transmission, distribution or metering or other related equipment that is under the ownership and control of public service agencies by established right. 105.3 Application for permit. To obtain a permit, the applicant shall first file an application therefore in writing on a form furnished by the Building Department for that purpose. Permit application forms shall be in the format prescribed by a local administrative board, if applicable, and must comply with the requirements of Section 713.135(5) and (6), Florida Statutes. Each application shall be inscribed with the date of application, and the code in effect as of that date. For a building permit for which an application is submitted prior to the effective date of the Florida Building Code, the state minimum building code in effect in the permitting jurisdiction on the date of the application governs the permitted work for the life of the permit and any extension granted to the permit. Effective October 1, 2017, a local enforcement agency shall post each type of building permit application on its website. Completed applications must be able to be submitted electronically to the appropriate division of building safety. Accepted methods of electronic submission include, but are not limited to, e- mail submission of applications in portable document format or submission of applications through an electronic fill-in form available on the division of building safety’s website or through a third-party submission management software. Payments, attachments, or drawings required as part of the permit application may be submitted in person in a non-electronic format, at the discretion of the Building Official. 105.3.1 Action on application. The Building Officialshall examine or cause to be examined applications for permits and amendments thereto within a reasonable time after filing. If the application or the construction documents do not conform to the requirements of pertinent laws, the Building Official shall reject such application in writing, stating the reasons therefore. If the Building Official is satisfied that the proposed work conforms to the requirements of this code and laws and ordinances applicable thereto, the Building Official shall issue a permit therefore as soon as practicable. When authorized through contractual agreement with a school board, in acting on applications for permits, the Building Official shall give first priority to any applications for the construction of, or addition or renovation to, any school or educational facility. 347 18 105.3.1.1 If a state university, Florida college or public-school district elects to use a local government’s code enforcement offices, fees charged by counties and municipalities for enforcement of the Florida Building Code on buildings, structures, and facilities of state universities, state colleges, and public-school districts shall not be more than the actual labor and administrative costs incurred for plans review and inspections to ensure compliance with the code. 105.3.1.2 No permit may be issued for any building construction, erection, alteration, modification, repair, or addition unless the applicant for such permit provides to the enforcing agency which issues the permit any of the following documents which apply to the construction for which the permit is to be issued and which shall be prepared by or under the direction of an engineer registered under chapter 471, Florida Statutes: 1. Plumbing documents for any new building or addition which requires a plumbing system with more than 250 fixture units or which costs more than $125,000. 2. Fire sprinkler documents for any new building or addition which includes a fire sprinkler system which contains 50 or more sprinkler heads. Personnel as authorized by chapter 633 Florida Statutes, may design a fire sprinkler system of 49 or fewer heads and may design the alteration of an existing fire sprinkler system if the alteration consists of the relocation, addition or deletion of not more than 49 heads, notwithstanding the size of the existing fire sprinkler system. 3. Heating, ventilation, and air-conditioning documents for any new building or addition which requires more than a 15-ton-per-system capacity which is designed to accommodate 100 or more persons or for which the system costs more than $125,000. This paragraph does not include any document for the replacement or repair of an existing system in which the work does not require altering a structural part of the building or for work on a residential one, two, three or four-family structure. An air-conditioning system may be designed by an installing air-conditioning contractor certified under chapter 489, Florida Statutes, to serve any building or addition which is designed to accommodate fewer than 100 persons and requires an air-conditioning system with a value of $125,000 or less; and when a 15-ton-per system or less is designed for a singular space of a building and each 15-ton system or less has an independent duct system. Systems not complying with the above require design documents that are to be sealed by a professional engineer. Example 1:When a space has two 10-ton systems with each having an independent duct system, the contractor may design these two systems since each unit (system) is less than 15 tons. Example 2:Consider a small single-story office building which consists of six individual offices where each office has a single three-ton package air conditioning heat pump. The six heat pumps are connected to a single water-coolingtower. The cost of the entire heating, ventilation and air- conditioning work is $47,000 and the office building accommodates fewer than 100 persons. 348 19 Because the six mechanical units are connected to a common water tower this is considered to be an 18-ton system. NOTE:It was further clarified by the Commission that the limiting criteria of 100 persons and $125,000 apply to the building occupancy load and the cost for the total air-conditioning system of the building. 4. Any specialized mechanical, electrical, or plumbing document for any new building or addition which includes a medical gas, oxygen, steam, vacuum, toxic air filtration, halon, or fire detection and alarm system which costs more than $5,000. Exception: Simplified permitting process for fire alarm system projects. — (1) As used in this section, the term: (a) “Contractor” means a person who is qualified to engage in the business of electrical or alarm system contracting pursuant to a certificate or registration issued by the department under part II of chapter 489, Florida Statutes. (b) “Fire alarm system project” means a fire alarm system alteration of a total of 20 or fewer initiating devices and notification devices, or the installation or replacement of a fire communicator connected to an existing fire alarm control panel in an existing commercial, residential, apartment, cooperative, or condominium building. (2)(a) A local enforcement agency may require a contractor, as a condition of obtaining a permit for a fire alarm system project, to submit a completed application and payment. (b) A local enforcement agency may not require a contractor to submit plans or specifications as a condition of obtaining a permit for a fire alarm system project. (3) A local enforcement agency must issue a permit for a fire alarm system project in person or electronically. (4) A local enforcement agency must require at least one inspection of a fire alarm system project to ensure compliance with applicable codes and standards. If a fire alarm system project fails an inspection, the contractor must take corrective action as necessary to pass inspection. (5) A contractor must keep a copy of the plans and specifications at a fire alarm system project worksite and make such plans and specifications available to the inspector at each inspection. 5. Electrical documents. See section 471.003(2)(h), Florida Statutes. Any electrical or plumbing or air conditioning and refrigeration system meeting the following thresholds are required to be designed by a Florida Registered Engineer. Any system which: 349 20 1.(a) Requires an electrical or plumbing or air-conditioning and refrigeration system with a value greater than $125,000; and 2.(b) Requires an aggregate service capacity of greater than 600 amperes (240 volts) on a residential electrical system or greater than 800 amperes (240 volts) on a commercial or industrial electrical system or any multi-phase system.; a. Requires a plumbing system with more than 250 fixture units; or b. Requires a heating, ventilation, and air-conditioning system which exceeds a 15-ton- per-system capacity, or if the project is designed to accommodate more than 100 persons. Documents requiring an engineer seal by this part shall not be valid unless a professional engineer who possesses a valid certificate of registration has signed, dated, and stamped such document as provided in section 471.025, Florida Statutes. NOTE: It was further clarified by the Commission that the limiting factor of 240 volt or over is required to be designed by an Engineer. 6. All public swimming pools and public bathing places defined by and regulated under chapter 514, Florida Statutes. 105.3.2 Time limitation of application. An application for a permit for any proposed work shall be deemed to have been abandoned becoming null and void 180 days after the date of filing, or for any 6 months (180 days) period of abandonment or suspension during the application process, unless such application has been pursued in good faith or apermithas been issued; except that the Building Official is authorized to grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writingprior to the abandonment date, withjustifiable cause demonstrated. Abandoned applications shall be subject to destruction in accordance with state law. The fee for renewal, re-issuance, and extension of a permit application shall be set forth by the administrative authority. There may be fees or requirements from other government agencies for permit application extensions and renewals. 105.3.3 An enforcing authority may not issue a building permit for any building construction, erection, alteration, modification, repair or addition unless the permit either includes on its face or there is attached to the permit the following statement: “NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, such as the requirement for Home or Property Owners Association approval, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.” 105.3.4 A building permit for a single-family residential dwelling must be issued within 30 working days of application therefore unless unusual circumstances require a longer time for processing the 350 21 application or unless the permit application fails to satisfy the Florida Building Code or the enforcing agency’s laws or ordinances. 105.3.5 Identification of minimum premium policy.Except as otherwise provided in chapter 440, Florida Statutes, every employer shall, as a condition to receiving a building permit, show proof that it has secured compensation for its employees as provided in sections 440.10 and 440.38, Florida Statutes. 105.3.6 Asbestos removal contractor exemption. Refer to section 105.9 for additional requirements. A licensed asbestos removal contractor is not required when moving, removal or disposal of asbestos- containing materials on a residential building where the owner occupies the building, the building is not for sale or lease, and the work is performed according to the owner-builder limitations provided in this paragraph. To qualify for exemption under this paragraph, an owner must personally appear and sign the building permit application. The permitting agency shall provide the person with a disclosure statement in substantially the following form: Disclosure Statement:State law requires asbestos abatement to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own asbestos abatement contractor even though you do not have a license. You must supervise the construction yourself. You may move, remove or dispose of asbestos-containing materials on a residential building where you occupy the building and the building is not for sale or lease, or the building is a farm outbuilding on your property. If you sell or lease such building within 1 year after the asbestos abatement is complete, the law will presume that you intended to sell or lease the property at the time the work was done, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. Your work must be done according to all local, state and federal laws and regulations which apply to asbestos abatement projects. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. 105.3.7 Applicable Code for Manufactured Buildings. Manufacturers should be permitted to complete all buildings designed and approved prior to the effective date of a new code edition, provided a clear signed contract is in place. The contract shall provide specific data mirroring that required by an application for permit, specifically, without limitation, date of execution, building owner or dealer, and anticipated date of completion. However, the construction activity must commence within 6 months of the contract's execution. The contract is subject to verification by the Department of Business and Professional Regulation. 105.3.8 Public right of way. A permit shall not be issued by the Building Official for the construction, alteration, or relocation of any building, structure, or system impacting any street, alley or public lane, unless the applicant has received a right of way permit from the authority having jurisdiction over the right of way. 351 22 105.4 Conditions of the permit.The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of any other federal, state and local laws, ordinances, codes and regulations.permitspresuming to give authority to violate or cancel the provisions of this code or other ordinances of any other federal, state and local laws, ordinances, codes and regulations shall not be valid. The issuance of a permitbased on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. The Building Official is also authorized to prevent occupancy or use of a structure where in violation of this code or of any other ordinances of this jurisdiction or of any other federal, state and local laws, ordinances, codes and regulations. 105.4.1 Permit intent. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter or set aside any of the provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of this code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months (180 Days) after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months (180 Days)after the time the work is commenced. 105.4.1.1 If work has commenced and the permit is revoked, becomes null and void, or expires because of lack of progress or abandonment, a new permit covering the proposed construction shall be obtained before proceeding with the work. 105.4.1.2 If a new permit, or revalidation (renewal) of the original permit, is not obtained within six months (180 days) from the date the initial permit became null and void, the Building Official is authorized to require that any work which has been commenced or completed be removed from the building site. Alternately, a new permit may be issued on application, providing the work in place and required to complete the structure meets all applicable regulations in effect at the time the initial permit became null and void and any regulations which may have become effective between the date of expiration and the date of issuance of the new permit. 105.4.1.3 Work shall be considered to be in active progress when the permit has received an approved inspection within 180 days. This provision shall not be applicable in case of civil commotion or strike or when the building work is halted due directly to judicial injunction, order or similar process, or due to action by an environmental or archeological agency having jurisdiction. The Building Official is authorized to grant, in writing, one or more extensions of time, for periods not more than 3 months each. The extension shall be requested in writing and justifiable cause demonstrated, prior to expiration. 105.4.1.4 The fee for renewal, reissuance and extension of a permit shall be set forth by the administrative authority. There may be fees or requirements from other government agencies for permit extensions and renewals. 352 23 105.5 Expiration. Every permit issued shall become inactive or expired pursuant to section 105.4.1 of this code, and shall be renewed pursuant to section 105.4.1.1 of this code before the work may resume. Permits that remain inactive or expired for more than six months (180 Days) shall lose all rights vested in the permit pursuant to section 105.4.1.2 of this code. In order to complete the work authorized under a permit which has loss all vested rights, the permit holder and property owner shall be responsible to either remove the work from the site or obtain a new permit to complete all work in accordance with the current code requirements and approved permitted plans. Inspections performed and accepted prior to expiration may be accepted subject to the discretion of the Building Official. 105.5.1 Additional options for closing a permit.Pursuant to section 553.79(15), Florida Statutes, a property owner, regardless of whether the property owner is the one listed on the application for the building permit, may close a building permit by complying with the following requirements: 1.) The property owner may retain the original contractor listed on the permit or hire a different contractor appropriately licensed in this state to perform the work necessary to satisfy the conditions of the permit and to obtain any necessary inspection in order to close the permit. If a contractor other than the original contractor listed on the permit is hired by the property owner to close the permit, such contractor is not liable for any defects in the work performed by the original contractor and is only liable for the work that he or she performs. 2.) The property owner may assume the role of an owner-builder, in accordance with sections 489.103(7) and 489.503(6), Florida Statutes. 3.) If a building permit is expired and its requirements have been substantially completed and no life safety issues exist as determined by the local enforcement agency, the permit may be closed without having to obtain a new building permit, and the work required to close the permit may be done pursuant to the building code in effect at the time the local enforcement agency received the application for the permit, unless the contractor has sought and received approval from the local enforcement agency for an alternative material, design or method of construction. 4.) A local enforcement agency may close a building permit 6 years after the issuance of the permit, even in the absence of a final inspection, if the local enforcement agency determines that no apparent safety hazard exists. 105.5.1.1 For purposes of this section, the term “close” means that the requirements of the permit have been satisfied. 105.5.1.2 For the purposes of this subsection, an open permit shall mean a permit that has not satisfied all requirements for completion as listed in section 110. 105.5.2 Responsibility to Close Permits.Closing out or resolving open or expired permits shall be the responsibility of the permit applicant and the property owner. Failure to close out or resolve open permits may result in a referral of the matter to the Florida Department of Business and Professional 353 24 Regulations -Construction Industry Licensing Board (CILB) or Palm Beach County Construction Industry Licensing Board (CILB), as applicable, and the Boynton Beach Community Standards Division. 105.6 Denial or revocation.Whenever a permit required under this section is denied or revoked because the plan, or the construction, erection, alteration, modification, repair, or demolition of a building, is found by the local enforcing agency to be not in compliance with the Florida Building Code, the local enforcing agency shall identify the specific plan or project features that do not comply with the applicable codes, identify the specific code chapters and sections upon which the finding is based, and provide this information to the permit applicant. If the local building code administrator or inspector finds that the plans are not in compliance with the Florida Building Code, the local building code administrator or inspector shall identify the specific plan features that do not comply with the applicable codes, identify the specific code chapters and sections upon which the finding is based, and provide this information to the local enforcing agency. The local enforcing agency shall provide this information to the permit applicant. 105.6.1Arm’s Length-Purchaser -Pursuant to section 553.79(16), Florida Statutes, a local enforcement agency may not deny issuance of a building permit to; issue a notice of violation to; or fine, penalize sanction or assess fees against an arm’s-length purchaser of a property for value solely because a building permit applied for by a previous owner of the property was not closed. The local enforcement agency shall maintain all rights and remedies against the property owner and contractor listed on the permit. 105.6.2 Discipline.Pursuant to section 553.79(16), Florida Statutes, a local enforcement agency may not deny issuance of a building permit to a contractor solely because the contractor is listed on other building permits that were not closed. However, the Building Official may elect to refer violations to the appropriate licensing authority for potential discipline. 105.6.3Misrepresentation of application. The Building Officialmay revoke a permit or approval, issued under the provisions of this code, when there has been any false statement or misrepresentation as to the material fact in the application or plans on which the permit or approval was based. 105.6.4 Violation of code provisions. The Building Official may require correction or revoke the permit upon determination by the Building Official that the construction, erection, alteration, repair, moving, demolition, installation, or replacement of the building, structure, electrical, gas, mechanical or plumbing systems for which the permit was issued is in violation of, or not in conformity with, the provisions of this code. 105.7 Placement of permit. The building permit or copy shall be kept on the site of the work until the completion of the project. 105.8 Notice of commencement.In accordance with section 713.135, Florida Statutes, when any person applies for a building permit, the authority issuing such permit shall print on the face of each permit card in no less than 14-point, capitalized, boldfaced type:“WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR 354 25 PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.” 105.9 Asbestos.The enforcing agency shall require each building permit for the demolition or renovation of an existing structure to contain an asbestos notification statement which indicates the owner’s or operator’s responsibility to comply with the provisions of section 469.003, Florida Statutes, and to notify the Department of EnvironmentalProtection of his or her intentions to remove asbestos, when applicable, in accordance with state and federal law. Refer to section 105.3.6 “Asbestos Removal Contractor Exemption” of this code for additional requirements. 105.10 Certificate of protective treatment for prevention of termites. A weather-resistant job-site posting board shall be provided to receive duplicate treatment certificates as each required protective treatment is completed, providing a copy for the person the permit is issued to and another copy for the building permit files. The treatment certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. For a bait system, see section 1816.1.7 of the Florida Building Code for contract document requirements. 105.11 Notice of termite protection. A permanent sign which identifies the termite treatment provider and need for reinspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel. 105.12 Work starting before permit issuance. Upon written request and approval of the Building Official, the scope of work delineated in the building permit application and plan may be started prior to the final approval and issuance of the permit, provided any work completed is entirely at risk of the permit applicant and the work does not proceed past the first required inspection. This provision only applies to the Florida Building Code, all other agency approvals necessary for construction must be secured prior to this provision being applied. 105.13 Phased permit approval.After submittal of the appropriate construction documents, the Building Official is authorized to issue a permit for the construction of foundations or any other part of a building or structure before the construction documents for the whole building or structure have been submitted. The holder of such permit for the foundation or other parts of a building or structure shall proceed at the holder’s own risk with the building operation and without assurance that a permit for the entire structure will be granted. Corrections may be required to meet the requirements of the technical codes. This provision only applies to the Florida Building Code, all other agency approvals necessary for construction must be secured prior to this provision being applied. 105.14 Permit issued on basis of an affidavit. The Building Official may accept a sworn affidavit from a registered architect or engineer stating that the plans submitted conform to the technical codes. For 355 26 buildings and structures, the affidavit shall state that the plans conform to the laws as to egress, type of construction and general arrangement and, if accompanied by drawings, show the structural design and that the plans and design conform to the requirements of the technical codes as to strength, stresses, strains, loads and stability. Whenever a permit is issued in reliance upon an affidavit or whenever the work to be covered by a permit involves installation under conditions which, in the opinion of the Building Official, are hazardous or complex, the Building Official shall require that the architect or engineer who signed the affidavit or prepared the drawings or computations shall supervise such work. In addition, they shall be responsible for conformity to the permit, provide copies of inspection reports as inspections are performed, and upon completion make and file with the Building Official written affidavit that the work has been done in conformity to the reviewed plans and with the structural provisions of the technical codes. In the event such architect or engineer is not available, the owner shall employ in his stead a competent person or agency whose qualifications are reviewed by the Building Official. The Building Official shall ensure that any person conducting plans review is qualified as a plans examiner under part XII of chapter 468, Florida Statutes, and that any person conducting inspections is qualified as a building inspector under part III of chapter 468, Florida Statutes. Nothing aforesaid shall preclude plan review or inspections by the Building Official (See also Section 107.6). Exception:Permit issued on basis of an affidavit shall not extend to the flood load and flood resistance requirements of the Florida Building Code and the Building Official shall review and inspect those requirements. 105.15 Opening protection.When any activity requiring a building permit that is applied for on or after July 1, 2008, and for which the estimated cost is $50,000 or more for a site built single-family detached residential structure that is located in the wind borne debris region as defined in this Code and that has an insured value of $750,000 or more, or, if the site built single-family detached residential structure is uninsured or for which documentation of insured value is not presented, has a just valuation for the structure for purposes of ad valorem taxation of $750,000 or more; opening protections as required within this Code or Florida Building Code, Residential for new construction shall be provided. Exception: Single family residential structures permitted subject to the Florida Building Code are not required to comply with this section. 105.16 Inspection of existing residential building not impacted by construction. (a) A local enforcing agency, and any local building code administrator, inspector, or other official or entity, may not require as a condition of issuance of a one- or two-family residential building permit the inspection of any portion of a building, structure, or real property that is not directly impacted by the construction, erection, alteration, modification, repair, or demolition of the building, structure, or real property for which the permit is sought. (b) This subsection does not apply to a building permit sought for: 1. A substantial improvement as defined in section 161.54, Florida Statutes, or as defined in the Florida Building Code. 356 27 2. A change of occupancy as defined in the Florida Building Code. 3. A conversion from residential to nonresidential or mixed use pursuant to section 553.507(2)(a), Florida Statutes, or as defined in the Florida Building Code. 4. A historic building as defined in the Florida Building Code. (c) This subsection does not prohibit a local enforcing agency, or any local building code administrator, inspector, or other official or entity, from: 1. Citing any violation inadvertently observed in plain view during the ordinary course of an inspection conducted in accordance with the prohibition in paragraph (a). 2. Inspecting a physically nonadjacent portion of a building, structure, or real property that is directly impacted by the construction, erection, alteration, modification, repair, or demolition of the building, structure, or real property for which the permit is sought in accordance with the prohibition in paragraph (a). 3. Inspecting any portion of a building, structure, or real property for which the owner or other person having control of the building, structure, or real property has voluntarily consented to the inspection of that portion of the building, structure, or real property in accordance with the prohibition in paragraph (a). 4. Inspecting any portion of a building, structure, or real property pursuant to an inspection warrant issued in accordance with sections 933.20-933.30, Florida Statutes. 105.17 Streamlined low-voltage alarm system installation permitting. (1) As used in this section, the term: (a) “Contractor” means a person who is qualified to engage in the business of electrical or alarm system contracting pursuant to a certificate or registration issued by the department under part II of chapter 489, Florida Statutes. (b) “Low-voltage alarm system project” means a project related to the installation, maintenance, inspection, replacement, or service of a new or existing alarm system, as defined in section 489.505, Florida Statutes, including video cameras and closed-circuit television systems used to signal or detect a burglary, fire, robbery, or medical emergency, that is hardwired and operating at low voltage, as defined in the National Electrical Code Standard 70, Current Edition, or a new or existing low-voltage electric fence, and ancillary components or equipment attached to such a system or fence, including, but not limited to, home-automation equipment, thermostats, closed- circuit television systems, access controls, battery recharging devices, and video cameras. (c) “Low-voltage electric fence” means an alarm system, as defined in section 489.505, Florida Statutes, that consists of a fence structure and an energizer powered by a commercial storage battery not exceeding 12 volts which produces an electric charge upon contact with the fence structure. 357 28 (d) “Wireless alarm system” means a burglar alarm system or smoke detector that is not hardwired. (2) Notwithstanding any provision of law, this section applies to all low-voltage alarm system projects for which a permit is required by a local enforcement agency. However, a permit is not required to install, maintain, inspect, replace, or service a wireless alarm system, including any ancillary components or equipment attached to the system. (3) A low-voltage electric fence must meet all of the following requirements to be permitted as a low- voltage alarm system project, and no further permit shall be required for the low-voltage alarm system project other than as provided in this section: (a) The electric charge produced by the fence upon contact must not exceed energizer characteristics set forth in paragraph 22.108 and depicted in Figure 102 of International Electrotechnical Commission Standard No. 60335-2-76, Current Edition. (b) A nonelectric fence or wall must completely enclose the low-voltage electric fence. The low- voltage electric fence may be up to 2 feet higher than the perimeter nonelectric fence or wall. (c) The low-voltage electric fence must be identified using warning signs attached to the fence at intervals of not more than 60 feet. (d) The low-voltage electric fence shall not be installed in an area zoned exclusively for single- family or multi-family residential use. (e) The low-voltage electric fence shall not enclose the portions of a property which are used for residential purposes. (4) This section does not apply to the installation or replacement of a fire alarm if a plan review is required. (5) A local enforcement agency shall make uniform basic permit labels available for purchase by a contractor to be used for the installation or replacement of a new or existing alarm system at a cost as indicated in section 553.793, Florida Statutes of not more than $40 per label per project per unit. The local enforcement agency may not require the payment of any additional fees, charges, or expenses associated with the installation or replacement of a new or existing alarm system. (a) A local enforcement agency may not require a contractor, as a condition of purchasing a label, to submit any information other than identification information of the licensee and proof of registration or certification as a contractor. 358 29 (b) A label is validfor 1 year after the date of purchase and may only be used within the jurisdiction of the local enforcement agency that issued the label. A contractor may purchase labels in bulk for one or more unspecified current or future projects. (6) A contractor shall post an unused uniform basic permit label in a conspicuous place on the premises of the low-voltage alarm system project site before commencing work on the project. (7) A contractor is not required to notify the local enforcement agency before commencing work on a low-voltage alarm system project. However, a contractor must submit a Uniform Notice of a Low- Voltage Alarm System Project as provided under subsection (8) to the local enforcement agency within 14 days after completing the project. A local enforcement agency may take disciplinary action against a contractor who fails to timely submit a Uniform Notice of a Low-Voltage Alarm System Project. (8) The Uniform Notice of a Low-Voltage Alarm System Project may be submitted electronically or by facsimile if all submissions are signed by the owner, tenant, contractor, or authorized representative of such persons. The Uniform Notice of a Low-Voltage Alarm System Project shall be in the format prescribed by the local enforcement agency and must comply with the requirements of sections 553.793(7) and (8), Florida Statutes. (9) A local enforcement agency may coordinate directly with the owner or customer to inspect a low- voltage alarm system project to ensure compliance with applicable codes and standards. If a low- voltage alarm system project fails an inspection, the contractor must take corrective action as necessary to pass inspection. (10) A municipality, county, district, or other entity of local government may not adopt or maintain in effect any ordinance or rule regarding a low-voltage alarm system project that is inconsistent with this section. (11) A uniform basic permit label shall not be required for the subsequent maintenance, inspection, or service of an alarm system that was permitted in accordance with this section. The provisions of this act are not intended to impose new or additional licensure requirements on persons licensed in accordance with the applicable provisions of chapter 489, Florida Statutes SECTION 106 FLOOR AND ROOF DESIGN LOADS 106.1 Live loads posted. Where the live loads for which each floor or portion thereof of a commercial or industrial building is or has been designed to exceed 50 psf (2.40 kN/m2), such design live loads shall be conspicuously posted by the owner or the owner’s authorized agent in that part of each story in which they apply, using durable signs. It shall be unlawful to remove or deface such notices 359 30 106.2 Issuance of certificate of occupancy. A certificateof occupancy required by section 111 shall not be issued until the floor load signs, required by section 106.1, have been installed. 106.3 Restrictions on loading. It shall be unlawful to place, or cause or permit to be placed, on any floor or roof of a building or structure, or any portion thereof, a load greater than is permitted by this code. SECTION 107 SUBMITTAL DOCUMENTS 107.1 General. Submittal documents consisting of construction documents, statement of special inspections, geotechnical report and other data shall be submitted in two or more sets with each permit application. The construction documents shall be prepared by a registered design professional where required by chapter 471, Florida Statutes, and Florida Administrative Code Rule 61G15, or chapter 481, Florida Statutes, and 61G1 Florida Administrative Code. Where special conditions exist, the Building Official is authorized to require additional construction documents to be prepared by a registered design professional. Electronic media documents shall be submitted when required by the Building Official, in a format acceptable to the Building Official, and may require only one set of submittals. Exception: The Building Official is authorized to waive the submission of construction documents and other data not required to be prepared by aRegistered Design Professionalif it is found that the nature of the work applied for is such that review of construction documents is not necessary to obtain compliance with this code. If the design professional is an architect, interior designer, or engineer legally registered under the laws of this state regulating the practice of architecture or interior design as provided for in chapter 481, Florida Statutes, Part I, or landscape architecture as provided for in chapter 481, Florida Statutes, Part II, or engineering as provided for in chapter 471, Florida Statutes, then he or she shall affix his or her official seal to said drawings, specifications and accompanying data, as required by Florida Statute. 107.1.1 A local government may not require a contract between a builder and an owner for the issuance of a building permit or as a requirement for the submission of a building permit application. 107.2 Construction documents. Construction documents shall be in accordance with sections 107.2.1 through 107.2.6. 107.2.1 Information on construction documents. Construction documents shall be dimensioned and drawn upon suitable material. Electronic media documents are permitted to be submitted when approved by the Building Official. Construction documents shall be of sufficient clarity to indicate the location, nature and extent of the work proposed and show in detail that it will conform to the provisions of this code and relevant laws, ordinances, rules and regulations, as determined by the Building Official. Such drawings and specifications shall contain information, in the form of notes or otherwise, as to the quality of materials, where quality is 360 31 essential to conformity with the technical codes. Such information shall be specific, and the technical codes shall not be cited as a whole or in part, nor shall the term "legal" or its equivalent be used as a substitute for specific information. All information, drawings, specifications and accompanying data shall bear the name and signature of the person responsible for the design. 107.2.1.1 For roof assemblies required by the code.The construction documents shall illustrate, describe and delineate the type of roofing system, materials, fastening requirements, flashing requirements and wind resistance rating that are required to be installed. Product evaluation and installation shall indicate compliance with the wind criteria required for the specific site or a statement by an architect or engineer certifying suitability for the specific site must be submitted with the construction documents. 107.2.1.2 Additional data. The Building Official may require details, computations, stress diagrams, and other data necessary to describe the construction or installation and the basis of calculations. All drawings, specifications and accompanying data required by the Building Official to be prepared by an architect or engineer shall be affixed with their official seal, signature and date as state law requires. 107.2.1.3 Quality of building plans. Building plans shall be drawn to a minimum 1/8-inch scale upon substantial paper, cloth or other acceptable medium. The Building Official may establish, through departmental policy, other standards for plans and specifications, including electronic format, in order to provide conformity to its electronic permit review and record retention program. This policy may include such things as minimum size, shape, contrast, clarity, or other items related to records management. Electronic media must be compatible with the archive requirements of Florida Statutes. 107.2.2 Fire protection system shop drawings. Shop drawings for the fire protection systems(s) shall be submitted to indicate conformance to this code and the construction documents and shall be approved prior to the start of system installation. Shop drawings shall contain all information as required by the referenced installation standards in chapter 9. 107.2.3 Means of egress. The construction documents shall show in sufficient detail the location, construction, size and character of all portions of the means of egress including the path of the exit discharge to the public way in compliance with the provisions of this code. In other than occupancies in Groups R-2, R-3, and I-1, the construction documents shall designate the number of occupants to be accommodated on every floor, and in all rooms and spaces. 107.2.4 Exterior wall envelope. Construction documents for all buildings shall describe the exterior wall envelopein sufficient detail to determine compliance withthis code. The construction documents shall provide details of the exterior wall envelope as required, including flashing, intersections with dissimilar materials, corners,end details, control joints, intersections at roof, eaves orparapets, means of drainage, water-resistive membrane and details around openings. 361 32 The construction documents shall include manufacturer’s installation instructions that provide supporting documentation that the proposed penetration and opening details described in the construction documentsmaintainthe weather resistance of the exteriorwallenvelope. Thesupporting documentation shall fully describe the exterior wallsystem which was tested, where applicable, as well as the test procedure used. 107.2.5 Exterior balcony and elevated walking surfaces.Where balcony or other elevated walking surfaces are exposed to water from direct or blowing rain, snow or irrigation, and the structural framing is protected by an impervious moisture barrier the construction documents shall include details for all element of the impervious moisture barrier system. The construction documents shall include manufacturer’s installation instructions. (CA7834) 107.2.6 Site plan. The construction documents submitted with the application for permit shall be accompanied by a site plan showing to scale the size and location of new construction and existing structures on the site, distances from lot lines,the established street grades and the proposed finished grades and, as applicable, flood hazard areas, floodways, and design flood elevations; and it shall be drawn in accordance with an accurate boundary line survey. In the case of demolition, the site plan shall show construction to be demolished and the location and size of existing structures and construction that are to remain on the site or plot. The site plan shall include accessible parking and accessible routes as required by the FBC Accessibility when applicable. The Building Official is authorized to waive or modify the requirement for a site plan when the application for permit is for alteration or repair or when otherwise warranted. 107.2.6.1 Design flood elevations. Where design flood elevations are not specified, they shall be establishedin accordance with section 1612.3.1.Design flood elevations shall be uniformly specified utilizing the currently effective NAVD 88. 107.2.6.2 For the purpose of inspection and record retention, site plans for a building may be maintained in the form of an electronic copy at the worksite. These plans must be open to inspection by the Building Official or a duly authorized representative, as required by the Florida Building Code. 107.2.7 Structural information. The construction documents shall provide the information specified in Section 1603. and include shoring details, where applicable, for new construction and alterations. Where construction includes excavation, shoring details shall demonstrate protection of the angle of repose for foundation systems of existing adjacent structures. 107.3 Examination of documents. The Building Official shall examine or cause to be examined the accompanying submittal documents and shall ascertain by such examinations whether the construction indicated and described is in accordance with the requirements of this code and other pertinent laws or ordinances. Exceptions: 362 33 1. Building plans approved pursuant to section 553.77(5), Florida Statutes, and state approved manufactured buildings are exempt from local codes enforcing agency plan reviews except for provisions of the code relating to erection, assembly or construction at the site. Erection, assembly (including utility crossover connections) and construction at the site are subject to local permitting and inspections. Photocopies of plans approved according to Florida Administrative Code Rule 61- 41.009, shall be sufficient for local permit application documents of record for the modular building portion of the permitted project. 2. Industrial construction on sites where design, construction and fire safety are supervised by appropriately licensed design and inspection professionals and which contain adequate in-house fire departments and rescue squads is exempt, subject to approval by the Building Official, from review of plans and inspections, providing the appropriate licensed design and inspection professionals certify that applicable codes and standards have been met and supply appropriate approved drawings to local building and fire-safety inspectors. 107.3.1 Approval of construction documents. When the Building Official issues a permit, the construction documentsshall be approved, in writing or by stamp, as “Reviewed for Code Compliance.” One set of construction documents so reviewed shall be retained by the Building Official. The other set shall be returned to the applicant, shall be kept at the site of work and shall be open to inspection by the Building Official or a duly authorized representative. 107.3.2 Previous approvals. This code shall not require changes in the construction documents, construction or designated occupancy of a structure for which a lawful permit has been heretofore issued or otherwise lawfully authorized, and the construction of which has been pursued in good faith within 180 days after the effective date of this code and has not been abandoned. 107.3.3 Phased approval. (See also section 105.13 of this code.) The Building Official is authorized to issue a permit for the construction of foundations or any other part of a building or structure before the construction documents for the whole building or structure have been submitted, provided that adequate information and detailed statements have been filed complying with pertinent requirements of this code. The holder of such permit for the foundation or other parts of abuilding or structure shall proceed at the holder’s own risk with the building operation and without assurance that a permit for the entire structure will be granted. This provision only applies to the Florida Building Code; all other agency approvals necessary for construction must be secured prior to this provision being applied. 107.3.4 Design professional in responsible charge.Where it is required that documents be prepared by a registered design professional, the Building Official shall be authorized to require the owneror the owner’s authorized agent to engage and designate on the building permit application a registered design professional, who shall act as the registered design professional, in reasonable charge. If the circumstances require, the owner or the owner’s authorized agent shall designate a substitute successor registered design professional in responsible charge who shall perform the duties required of the original registered design professional in responsible charge. The Building Official shall be notified in writing by the owner or the owner’s authorized agent if the registered design professional in responsible charge is changed or is unable to continue to perform the duties. The successor 363 34 registered design professional in responsible charge licensed under chapter 471, Florida Statutes,shall comply with section 471.025(4), Florida Statute, and the procedures set forth in Florida Administrative Code Rule 61G15-27.001; or licensed under chapter 481, Florida Statutes, shall comply with section 481.221(6), Florida Statutes, and the procedure set forth in Florida Administrative Code Rule 61G1- 18.002. The registered design professional in responsible charge shall be responsible for reviewing and coordinating submittal documents prepared by others, including phased and deferred submittal items, for compatibility with the design of the building. Those products which are regulated by Florida Administrative Code Rule 61G20 shall be reviewed and approved in writing by the designer of record prior to submittal for jurisdictional approval. 107.3.4.1 Deferred submittals. For the purposes of this section, deferred submittals are defined as those portions of the design that are not submitted at the time of the application and that are to be submitted to the Building Official. Deferral of any submittal items shall have the prior approval of the Building Official. The registered design professional in responsible charge shall list the deferred submittals on the construction documents for review by the Building Official. Documents for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the Building Official with a notation indicating that the deferred submittal documents have been reviewed and found to be in general conformance to the design of the building. The deferred submittal items shall not be installed until the deferred submittal documents have been approved by the Building Official. 107.3.4.2 Certifications by contractors authorized under the provisions of section 489.115(4)(b), Florida Statutes, shall be considered equivalent to sealed plans and specifications by a person licensed under chapter 471, Florida Statutes, or chapter 481 Florida Statutes, by local enforcement agencies for plans review for permitting purposes relating to compliance with the wind-resistance provisions of the code or alternate methodologies approved by the Florida Building Commission for one- and two-family dwellings. Local enforcement agencies may rely upon such certification by contractors that the plans and specifications submitted conform to the requirements of the code for wind resistance. Upon good cause shown, local government code enforcement agencies may accept or reject plans sealed by persons licensed under chapters 471, 481, or 489, Florida Statutes. 107.3.5 Minimum plan review criteria for buildings. The examination of the documents by the Building Official shall include the following minimum criteria and documents: a floor plan; site plan; foundation plan; floor/roof framing plan or truss layout; all fenestration and building envelope penetrations; flashing; and rough opening dimensions; and all exterior elevations: Commercial Buildings: Building 364 35 1. Site requirements: Parking Fire access Vehicle loading Driving/turning radius Fire hydrant/water supply/post indicator valve (PIV) Set back/separation (assumed property lines) Location of specific tanks, water lines and sewer lines Flood hazard areas, flood zones, and design flood elevations 2. Occupancy group and special occupancy requirements shall be determined (with cross check with the energy code submittal). 3. Minimum type of construction shall be determined (see Table 503). 4. Fire-resistant construction requirements shall include the following components: Fire-resistant separations Fire-resistant protection for type of construction Protection of openings and penetrations of rated walls Fire blocking and draftstopping and calculated fire resistance 5. Fire suppression systems shall include: Early warning smoke evacuation systems Schematic fire sprinklers Standpipes Pre-engineered systems Riser diagram 6.Life safety systems shall be determined and shall include the following requirements: Occupant load and egress capacities Early warning Smoke control Stair pressurization Systems schematic Safeguards during construction, as applicable 7.Occupancy load/egress requirements shall include: Occupancy load Gross Net Means of egress Exit access Exit 365 36 Exit discharge Stairs construction/geometry and protection Doors Emergency lighting and exit signs Specific occupancy requirements Construction requirements Horizontal exits/exit passageways 8.Structural requirements shall include: Soil conditions/analysis Termite protection Design loads Wind requirements Building envelope (including section 107.2.4 of this code) Impact resistant coverings or systems Structural calculations (if requested) Foundation Flood requirements in accordance with section 1612, including lowest floor elevations, enclosures, flood damage-resistant materials Wall systems Floor systems Roof systems Threshold inspection plan Stair systems 9. Materials shall be reviewed and shall at a minimum include the following: Wood Steel Aluminum Concrete Plastic Glass Masonry Gypsum board and plaster Insulating (mechanical) Roofing Deck coatings Insulation Building envelope portions of the Energy Code (including calculation and mandatoryrequirements) 10. Accessibility requirements shall include the following: Site requirements Accessible route Vertical accessibility 366 37 Toilet and bathing facilities Drinking fountains Equipment Special occupancy requirements Fair housing requirements 11. Interior requirements shall include the following: Interior finishes (flame spread/smoke development) Light and ventilation (including corresponding portion of the energy code) Sanitation 12. Special systems: Elevators Escalators Lifts 13. Energy Code submittal 14. Swimming pools: Barrier requirements Spas Wading pools 15. Location and installation details. The specific location and installation details of each fire door, fire damper, ceiling damper and smoke damper shall be shown and properly identified on the building plans by the designer. Electrical 1. Electrical: Wiring Services Feeders and branch circuits Overcurrent protection Grounding Wiring methods and materials GFCIs Electrical portions of the Energy Code (including calculation and mandatory requirements) 2. Equipment 3. Special occupancies 367 38 4. Emergency systems 5. Communication systems 6. Low voltage 7. Load calculations 8. Design flood elevation Plumbing 1. Minimum plumbing facilities 2. Fixture requirements 3. Water supply piping 4. Sanitary drainage 5. Water heaters 6. Vents 7. Roof drainage 8. Back flow prevention 9. Irrigation 10. Location of water supply line 11. Grease traps 12. Environmental requirements 13. Plumbing riser 14. Design flood elevation 15. Water/plumbing portions of the Energy Code (including calculation and mandatory requirements) Mechanical 368 39 1. Mechanical portions of the Energy calculations 2. Exhaust systems: Clothes dryer exhaust Kitchen equipment exhaust Specialty exhaust systems 3. Equipment 4. Equipment location 5. Make-up air 6. Roof-mounted equipment 7. Duct systems 8. Ventilation 9. Combustion air 10. Chimneys, fireplaces and vents 11. Appliances 12. Boilers 13. Refrigeration 14. Bathroom ventilation 15. Laboratory 16. Design flood elevation 17. Smoke and/or Fire Dampers Gas 1. Gas piping 2. Venting 3. Combustion air 369 40 4. Chimneys and vents 5. Appliances 6. Type of gas 7. Fireplaces 8. LP tank location 9. Riser diagram/shutoffs 10. Design flood elevation 11. Gas portions of the Energy Code (including calculation and mandatory requirements) Demolition 1. Asbestos removal Residential (one- and two-family): 1. Site requirements: Set back/separation (assumed property lines) Location of septic tanks 2. Fire-resistant construction (if required) 3. Fire 4. Smoke and/or carbon monoxide alarm detector locations 5. Egress Egress window size and location stairs construction requirements 6. Structural requirements shall include: Wall section from foundation through roof, including assembly and materials, connector tables, wind requirements, and structural calculations (if required) Termite protection Design loads Wind requirements 370 41 Building envelope Structural calculations (if requested) Foundation Wall systems Floor systems Roof Systems 7. Flood hazard areas, flood zones, design flood elevations, lowest floor elevations, enclosures, equipment, and flood damage-resistant materials 8. Accessibility requirements: show/identify accessible bath 9. Impact resistant coverings or systems 10. Residential Energy Code submittal (including calculation and mandatory requirements) 11. Electrical: Electric service riser with wire sizes, conduit detail and grounding detail Complete load calculations, Panel schedules 12. Mechanical: Equipment and location, Duct systems 13. Plumbing: Plumbing riser 14. Gas: Gas piping Venting Combustion air Chimneys and vents Appliances Type of gas Fireplaces LP tank location 371 42 Riser diagram/shutoffs 15. Swimming Pools Barrier requirements Spas Wading pools Manufactured buildings/housing - 1. Site requirements Setback/separation (assumed property lines) Location of septic tanks (if applicable) 2. Structural Wind zone Anchoring Blocking 3. Plumbing List potable water source and meter size (if applicable) 4. Mechanical Exhaust systems Clothes dryer exhaust Kitchen equipment exhaust 5. Electrical exterior disconnect location Exemptions. Plans examination by the Building Official shall not be required for the following work: 1. Replacing existing equipment such as mechanical units, water heaters, etc.; 2. Reroofs (as determined by Building Official); 3. Minor electrical, plumbing and mechanical repairs; 4. Annual maintenance permits; 5. Prototype plans: Except for local site adaptions, siding, foundations and/or modifications. Except for structures that require waiver; or 6. Manufactured buildings plan except for foundations and modifications of buildings on siteand as listed above in manufactured buildings/housing. 372 43 107.4 Amended construction documents. Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in compliance with the approved construction documents shall be resubmitted for approval as an amended set of construction documents. 107.5 Retention of construction documents. One set of approved construction documents shall be retained by the Building Official for a period of not less than 180 days from date of completion of the permitted work, or as required by state or local laws. 107.6 Affidavits.The BuildingOfficialmay accept a sworn affidavit from a registered architect or engineer stating that the plans submitted conform to the technical codes. For buildings and structures, the affidavit shall state that the plans conform to the laws as to egress, type of construction and general arrangement and, if accompanied by drawings, show the structural design and that the plans and design conform to the requirements of the technical codes as to strength, stresses, strains, loads and stability. The Building Official may without any examination or inspection accept such affidavit, provided the architect or engineer who made such affidavit agrees to submit to the Building Official copies of inspection reports as inspections are performed and upon completion of the structure, electrical, gas, mechanical or plumbing systems a certification that the structure, electrical, gas, mechanical or plumbing system has been erected in accordance with the requirements of the technical codes. Where the Building Official relies upon such affidavit, the architect or engineer shall assume full responsibility for compliance with all provisions of the technical codes and other pertinent laws or ordinances. The Building Official shall ensure that any person conducting plans review is qualified as a plans examiner under Part XII of chapter 468, and that any person conducting inspections is qualified as a building inspector under Part XII of chapter 468, Florida Statutes. Nothing shall preclude plan review or inspections by the Building Official (See also section 105.14). On applications in which private provider services are utilized, all time frames shall adhere to time frames as indicated in section 553.791 (7), Florida Statutes. 107.6.1 Building permits issued on the basis of an affidavit in special flood hazard areas.Pursuant to the requirements of federal regulation for participation in the National Flood Insurance Program (44 C.F.R. Part 59 and 60), the authority granted to the Building Official to issue permits, to rely on inspections, and to accept plans and construction documents on the basis of affidavits and plans submitted pursuant to sections 105.14 and 107.6, shall not extend to the flood load and flood resistance construction requirements of the Florida Building Code. 107.6.2 Affidavits Provided Pursuant to Section 553.791, Florida Statutes.For a building or structure in a flood hazard area, the Building Official shall review any affidavit certifying compliance with the flood load and flood-resistant construction requirements of the Florida Building Code. SECTION 108 TEMPORARY STRUCTURES AND USES 373 44 108.1 General. The Building Official is authorized to issue a permit for temporary structures and temporary uses. Such permits shall be limited as to time of service, but shall not be permitted for more than 180 days. The Building Official is authorized to grant extensions for demonstrated cause. 108.2 Conformance. Temporary structures and uses shall comply with the requirements in section 3103. 108.3 Temporary power. The Building Official is authorized to give permission to temporarily supply and use power in part of an electric installation before such installation has been fully completed and the final certificate of completion has been issued. The part covered by the temporary certificate shall comply with the requirements specified for temporary lighting, heat or power in NFPA 70. 108.4 Termination of approval. The Building Official is authorized to terminate such permit for a temporary structure or use and to order the temporary structure to be removed and the use to be discontinued. SECTION 109 FEES 109.1 Payment of fees. A permit shall not be valid until the fees prescribed by law have been paid, nor shall an amendment to a permit be released until the additional fee, if any, has been paid. 109.1.1 Other fees. A permit shall not be issued until all other fees associated with said permit are paid. Other fees may include additional fees, penalty fees, water and sewer capital facility fees, City Park & Recreation fees, Fire Division fees, City Green Building Fee, Palm Beach County Impact fees and State of Florida fees. Water and sewer facility fees are established in chapter 26 of the City of Boynton Beach Code of Ordinances. The Fire Division fees are established in chapter 9 of the City of Boynton Beach Code of Ordinances. The City Green Building fee is established in the City of Boynton Beach Code Land Development Regulations Chapter 2, Article 1, Section 5. The city may elect to collect Palm Beach County Impact fees that include fees for Roads, Public Buildings, Schools and Parks. The city collects State of Florida surcharge fees for the Radon Trust Fund (Radon) and Building Code Administrators and Inspectors Fund (BCAIF). When applicable, the administrative portion of the Art in Public Places fee (30% of the total Art fee) is due prior to permit issuance. 109.2 Schedule of permit fees. On buildings, structures, electrical, gas, mechanical, and plumbing systems or alterations requiring a permit, a fee for each permit shall be paid as required, in accordance with the schedule as established by the applicable governing authority. 109.2.1 Types of Fees Enumerated. Fees may be charged for but not limited to the following: Permits; Plans examination; Certificates of competency (including fees for applications, examinations, renewal, late renewal, and reciprocity); 374 45 Re-inspections; Administrative fees (including fees for investigative and legal costs incurred in the context of certain disciplinary cases heard by the board); Variance requests; Administrative appeals; Violations; and Other fees as established by local resolution or ordinance. 109.3 Building permit valuations. For permitting purposes, the applicant for a permit shall provide an estimated permitvalue at time of application. pPermit valuations shall include total value of workor total replacement value of work, including materials and labor for which the permit is being issued, such as structural, electric, plumbing, mechanical, interior finish, relative site work, architectural and design fees, overhead and profit; excluding only land value. If, in the opinion of the Building Official, the valuation is underestimated on the application, the permit shall be denied, unless the applicant can show detailed estimates to meet the approval. Valuation references may include the latest published data of national construction cost analysis services, such as, Marshall-Swift, Means, etc., as published by International Code Congress. Final building permit valuation shall be set by the Building Official. 109.3.1 Exemptions. Manufacturing Equipment: For the purposes of calculating permit fees the cost of equipment used in the process of manufacturing a product shall be exempt from paying permit fees for any portion of the cost greater than $10,000 dollars if the following criteria are met: 1. Equipment must have a replacement cost and/or purchase cost greater than $10,000 dollars per each piece of equipment to be exempted. 2. Equipment must be purchased directly by the owner. 3. Equipment cannot not be an integral part of the building, building envelope, building system, and/or essential to the operation of the building. 4. The nature of equipment shall be that if a business was to cease to exist or relocate the equipment would be easily removed from the building. Note: All, electric, piping, mounting, structural connections, attachment of auxiliary equipment necessary to operate the manufacturing equipment will be included in permit valuation and subject to permit fees. 109.4 Work commencing before permit issuance. Any person who commences any work on a building, structure, electrical, gas, mechanical or plumbing system before obtaining the necessary permit(s) or without prior approval from the BuildingOfficial as permitted in sections105.2.2 or 105.12 shall be subject to a fee established by the Building Official that shall be in addition to the required permit fees or as 375 46 provided by local ordinance. This provision shall not apply to emergency work when delay would clearly have placed life or property in imminent danger. But in all such cases the required permit(s) must be applied for within one (1) business day and any unreasonable delay in obtaining those permit(s) shall result in the charge of a quadruple fee. The payment of a quadruple fee shall not preclude or be deemed a substitute for prosecution for commencing work without first obtaining a permit. The Building Official may grant extensions of time or waive fees when justifiable cause has been demonstrated in writing to two times the fee. 109.5 Related fees. The payment of the fee for the construction, alteration, removal or demolition for work done in connection to or concurrently with the work authorized by a building permitshall not relieve the applicant or holder of the permit from the payment of other fees that are prescribed by law. 109.6 Refunds.All permit fees under this section are non-refundable and non-transferable. The Building Official is authorized to establish and publish a refund policy through local ordinance or resolution. SECTION 110 INSPECTIONS 110.1 General. Construction or work for which a permit is required shall be subject to inspection by the Building Official and such construction or work shall remain exposed and provided with access for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of this code or of other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner’s authorized agent to cause the work to remain exposed and provided with access for inspection purposes. The Building Official shall be permitted to require a boundary line survey prepared by a qualified surveyor whenever the boundary lines cannot be readily determined in the field. Neither the Building Official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. 110.1.1 Manufacturers and fabricators. When deemed necessary by the Building Official, he/she shall make, or cause to be made, an inspection of materials or assemblies at the point of manufacture or fabrication. A record shall be made of every such examination and inspection and of all violations of the technical codes. 110.1.2 Inspection service. The Building Official may make, or cause to be made, the inspections required by Section 110. He or she may accept reports of division inspectors, independent inspectors or of recognized inspection services, provided that after investigation he/she is satisfied as to their licensure, qualifications and reliability. A certificate required by any provision of this code shall not be based on such reports unless the same are recorded by the building code inspector or the architect or engineer performing building code inspections in a manner specified by the Building Official. The Building Official shall ensure that all persons making such inspections shall be certified in accordance 376 47 to chapter 468, Florida Statues; or licensed under chapter 471 or 481, Florida Statutes. The Building Official may require the owner to employ an inspection service in the following instances: 1. For buildings or additions of Type I construction; 2. For all major structural alterations; 3. Where the concrete design is based on compressive strength in excess of 3000 pounds per square inch; 4. For pile driving; 5. For buildings with an area greater than 20,000 square feet; 6. For buildings more than two stories in height; or 7. For buildings and structures of unusual design or methods of construction. Such inspectors shall be present when work is underway on the structural elements of the building to adequately attest to its compliance.Such inspectors shall be a registered architect, or engineer. An employee of the architect or engineer licensed under chapter 468, part XII, Florida Statutes may perform the inspections, under the direction of and with final certification from the architect or engineer. Such inspectors shall submit weekly progress reports including the daily inspections to the Building Official, and including a code compliance opinion of the resident inspector. At the completion of the construction work or project, the architect or engineer shall submit a certificate of compliance to the Building Official, stating that the work was done in compliance with this code and in accordance with the permitted drawing. Final inspection shall be made by the Building Official before a Certificate of Occupancy or Certificate of Completion is issued; and confirmation inspections may be made at any time to monitor activities and resident inspectors. 110.1.3 Affidavit for inspection. With specific prior approval of, and in a format acceptable to the Building Official, an affidavit for certification of inspection may be accepted from the permit qualifier; when accompanied by extensive photographic evidence of sufficient detail to demonstrate code compliance. The photographicevidence shall be comprehensive in the display of the installation and/or construction and job location identifiers. The affidavit and accompanying photographs shall be provided to the inspector onsite, at the next scheduled inspection. If the photographs are found to be insufficient by the Building Official to demonstrate compliance with this code and/or the permitted document, or clearly display location identifiers, or are missing, the inspector shall require the contractor to obtain the services of aregisteredFlorida Professional Engineerto inspect and certify the installation and/or construction. 377 48 110.1.3.1 Exception: Affidavits may not be accepted for inspection of elements of construction which require inspection by the local jurisdiction under the requirements of 44CFR59 and 44CFR60 and the local flood damage prevention ordinance. 110.1.4 No inspection shall be made until sanitary facilities have been provided, as required in section 311.1 of the Florida Building Code Plumbing. 110.2 Preliminary inspection. Subject to the limitations of Florida Statutes Chapter 553.79(20), before Before issuing a permit, the Building Official is authorized to examine or cause to be examined buildings, structures and sites for which an application has been filed. 110.2.1 Existing building inspections. Before issuing a permit, the Building Official may examine or cause to be examined any building, electrical, gas, mechanical, or plumbing systems for which an application has been received for a permit to enlarge, alter, repair, move, demolish, install, or change the occupancy. The Building Official may inspect the buildings, structures, electrical, gas, mechanical and plumbing systems, from time to time, before, during and upon completion of the work for which a permit was issued. The Building Official shall make a record of every such examination and inspection and of all observed violations of the technical codes. Additional regulations in Florida Building Code, Existing Building Volume, may apply. 110.3 Required inspections. The Building Official upon notification from the permit holder or his or her agent shall make the following inspections, and such other inspections as deemed necessary and shall either release that portion of the construction or shall notify the permit holder or his or her agent of any violations which must be corrected in order to comply with the technical codes. The Building Official shall determine the timing and sequencing of when inspections occur and what elements are inspected at each inspection. A complete survey, or special purpose survey may be required before an inspection is approved. A. Building 1. Foundation inspection. To be made after trenches are excavated, forms erected, and required reinforcing steel is in place. The Foundation inspection shall at a minimum include the following building components: Stem-wall Monolithic slab-on-grade Piling and pile caps Footings/grade beams 1.1. Slab Inspection: Concrete slab and under-floor inspections shall be made after in-slab or under-floor reinforcing steel and building service equipment, conduit, piping accessories 378 49 and other ancillary equipment items are in place, but before any concrete is placed or floor sheathing installed, including the subfloor. A foundation/Form board survey prepared and certified by a registered surveyor may be required, prior to approval of the slab inspection. The survey shall certify placement of the building on the site, illustrate all surrounding setback dimensions and shall be available at the job site for review by the building inspector. 1.2. In flood hazard areas, upon placement of the lowest floor, including basement, and prior to further vertical construction, the elevation certification shall be submitted to the Building Official as per Chapter 4, Article X, Flood Prevention Requirements of the LDR. Any locations outside of the flood hazard area the contractor shall meet the minimum requirements for Habitable Finish Floor above the crown of the road per Chapter 4, Article X, Flood Prevention Requirements of the LDR. 2. Construction Inspections 2.1 Lintel/tie beams/columns/masonry units. To be made after masonry units, forms, reinforcing steel, shoring, conduit, piping accessories, and other ancillary equipment items are in place, but before any concrete is placed. 2.2 Sheathing inspection. To be made either as part of a dry-in inspection or done separately at the request of the contractor after all roof and wall sheathing and fasteners are complete and shall at a minimum include the following building components: Roof sheathing Wall sheathing Floor sheathing Sheathing fasteners Roof/wall dry-in. Gypsum board, as required Sheathing/cladding inspection NOTE: Sheathing fasteners installed and found to be missing the structural member (shiners) shall be removed and corrected prior to installation of the dry-in material. Exception:ring shank nails shall be bent over and a new fastener installed. 2.3 Roofing inspection. Shall at a minimum include the following building components: Dry-in Insulation 379 50 Roof coverings (including in-progress) Flashing Sheathing 2.4 Re-Roof sheathing inspection. An affidavit with a notarized signature of a state or locally licensed roofing contractor for the installation of additional sheathing fasteners as required by the Existing Building Code may be accepted at the discretion of the Building Official. 2.3 Framing inspection. To be made after the roof deck or sheathing, all framing, fire blocking and bracing is in place, all concealed wiring, all pipes, chimneys, ducts and vents are complete and shall at a minimum include the following building components: Window/door framing and installation. Vertical cells/columns complete, if applicable Lintel/tie beams complete, if applicable. Framing/trusses/bracing/connectors (including truss layout drawings) Draft stopping/fire blocking Curtain wall framing Fire resistant assemblies, joints and penetrations, as required Accessibility. 3. Exterior wall coverings. Shall at a minimum include the following building components in progress inspections: • Exterior wall coverings and veneers • Soffit coverings 4. Insulation Inspection. To be made after the framing inspection is approved and the insulation is in place, according to approved energy calculation submittal. Includes wall and ceiling insulation, thermal and ignition barriers. 5. Lath/Drywall. Lath and gypsum board inspections shall be made after lathing and gypsum board, interior and exterior, is in place, but before any plastering is applied or gypsum board joints and fasteners are taped and finished. Exception: Gypsum board that is not part of a fire resistance rated assembly or a shear assembly, unless otherwise determined by the Building Official. 380 51 6. Final inspection. To be made after the building, including all sub-trade inspections,are completed and ready for occupancy. 6.1.Elevation Certificate. As part of the final inspection, an elevation certificate shall be submitted to the authority having jurisdiction. 6.2. A final survey prepared and certified by a registered surveyor may be required at time of final inspection, when applicable. 7.Swimmingpool inspection. First inspection to be made after excavation and installation of reinforcing steel, bonding and main drain and prior to placing of concrete shell. Underground electric inspection Underground piping inspection, including a pressure test Deck inspection: to be made prior to installation of the deck material (with forms, deck drains, and any reinforcement in placed. Final pool piping. Final electric inspection to be made prior to filling the swimming pool with water. Final permanent barrier inspection to be made prior to filling the swimming pool with water. Final inspection to be made when the swimming pool is complete and all required enclosure requirements are in place. In order to pass final inspection and receive a certificate of completion, a residential swimming pool must meet the requirements relating to pool safety features as described in section 454.2.17 of this code. 8.Demolition inspections. First inspection to be made after all utility connections have been disconnected and secured in such manner that no unsafe or unsanitary conditions shall exist during or after demolition operations. Final inspection to be made after all demolition work is completed. 9. Manufactured building inspections. The division of building safety shall inspect construction of foundations; connecting buildings to foundations; installation of parts identified on plans as site installed items, joining the modules, including utility crossovers; utility connections from the building to utility lines on site; and any other work done on site which requires compliance with the Florida Building Code. Additional inspections may be required for public educational facilities (see section 423.27.20 of this code). 10. Where impact-resistant coverings or impact resistant systems are installed, the Building Official shall schedule adequate inspections of impact-resistant coverings or impact resistant systems to determine the following: The system indicated on the plans was installed. The system is installed in accordance with the manufacturer’s installation instructions and the product approval. 381 52 B. Electrical 1. Underground inspection. To be made after trenches or ditches are excavated, conduit or cable installed, and before any backfill is put in place. 2. Rough-in inspection. To be made after the roof, framing, fire blocking and bracing is in place and prior to the installation of wall or ceiling membranes. 3. Low Voltage: To be made for security, alarm, elevator, and special uses. 4. Final inspection. To be made after the building electrical system is complete, all required electrical fixtures are in place and properly connected or protected, and the structure is ready for occupancy. 5. Existing Swimming Pools. To be made after all repairs or alterations are complete, all required electrical equipment, GFCI protection, and equipotential bonding are in place on said alterations or repairs. C. Plumbing 1. Underground inspection. To be made after trenches or ditches are excavated, piping installed, and before any backfill is put in place. 2. Rough-in inspection. To be made after the roof, framing, fire blocking and bracing is in place and all soil, waste and vent piping is complete, and prior to this installation of wall or ceiling membranes. Includes plumbing provisions of the energy code and approved calculations provisions. 3. Final inspection. To be made after the building plumbing system is complete, all plumbing fixtures are in place and properly connected, and the structure is ready for occupancy. Note: See section 312 of the Florida Building Code, Plumbing, for required tests. D. Mechanical 1. Underground inspection. To be made after trenches or ditches are excavated, underground duct and fuel piping installed, and before any backfill is put in place. 2. Rough-in inspection. To be made after the roof, framing, fire blocking and bracing are in place and all ducting, and other concealed components are complete, and prior to the installation of wall or ceiling membranes. Includes mechanical provisions of the energy code and approved calculations provisions. 382 53 3. Final inspection. To be made after the buildingmechanical systemis complete, the mechanical system is in place and properly connected, and the structure is ready for occupancy. E. Gas 1. Rough piping inspection. To be made after all new piping authorized by the permit has been installed, and before any such piping has been covered or concealed or any fixtures or gas appliances have been connected. Includes gas provisions of the energy code and approved calculations provisions. 2. Final piping inspection. To be made after all piping authorized by the permit has been installed and after all portions which are to be concealed by plastering or otherwise have been so concealed, and before any fixtures or gas appliances have been connected. This inspection shall include a pressure test. 3. Final inspection. To be made on all new gas work authorized by the permit and such portions of existing systems as may be affected by new work or any changes, to ensure compliance with all the requirements of this code and to assure that the installation and construction of the gas system is in accordance with reviewed plans. F. Site Maintenance 1. The contractor and/or owner of any active or inactive construction project shall be responsible for the clean-up and removal of all construction debris or any other miscellaneous discarded articles during the course of the construction project and prior to receiving final inspection approval. Construction job sites must be kept clean and maintained in a safe condition at all times as not to become a safety hazard to workers or city staff. 2. All debris shall be kept in a secure manner as to prevent it from being spread to adjacent properties or the public right of way by any means. 110.3.1 Footing and foundation inspection. Footing and foundation inspections shall be made after excavations for footings are complete and any required reinforcing steel is in place. For concrete foundations, any required forms shall be in place prior to inspection. Materials for the foundation shall be on the job, except where concrete is ready mixed in accordance with ASTM C 94, the concrete need not be on the job. 110.3.2 Concrete slab and under-floor inspection. Concrete slab and under-floor inspections shall be made after in-slab or under-floor reinforcing steel and building service equipment, conduit, piping accessories and other ancillary equipment 383 54 items are in place, but before any concrete is placed or floor sheathing installed, including the subfloor. 110.3.3 Lowest floor elevation. In flood hazard areas, upon placement of the lowest floor, including the basement, and prior to further vertical construction, the elevation certification shall be submitted to the Building Official. 110.3.4 Frame inspection. Framing inspections shall be made after the roof deck or sheathing, all framing, fire blocking and bracing are in place and pipes, chimneys and vents to be concealed are complete and the rough electrical, plumbing, heating wires, pipes and ducts are approved. 110.3.5 Lath, gypsum board and gypsum panel product inspection. Lath, gypsum board and gypsum panel product inspections shall be made after lathing, gypsum board and gypsum panel products, interior and exterior, are in place, but before any plastering is applied or gypsum board and gypsum panel product joints and fasteners are taped and finished. Exception: Gypsum board and gypsum panel products that are not part of a fire-resistance-rated assembly or a shear assembly. 110.3.6 Weather-exposed balcony and walking surface waterproofing. Where balcony or other elevated walking surfaces are exposed to water from direct or blowing rain, snow or irrigation, and the structural framing is protected by an impervious moisture barrier, all elements of the impervious- moisture-barrier system shall not be concealed until inspected and approved. 110.3.7 Fire- and smoke-resistant penetrations. Protection of joints and penetrations in fire-resistance rated assemblies, smoke barriers and smoke partition shall not be concealed from view until inspected and approved. 110.3.8Energy efficiency inspections. Inspectionsshall be made to determinecompliance with Florida Building Code, Energy Conservation and confirm with the approved energy code submittal (by appropriate trade) and corresponding mandatory requirements and shall include, but not be limited to, inspections for: corresponding envelope insulation R- and U-values, fenestration U-value and Solar Heat Gain Coefficient, duct system R-value, and HVAC, lighting, electricaland water-heating equipment efficiency. 110.3.9 Other inspections. In addition to the inspections specified in sections 110.3 through 110.3.7, the Building Official is authorized to make or require other inspections of any construction work to ascertain compliance with the provisions of this code and other laws that are enforced by the division of building safety. 110.3.10 Special inspections. Reserved. 110.3.11Inspections prior to issuance of Certificate of Occupancy or Completion. The Building Official shall inspect or cause to be inspected, at various intervals, all construction or work for which a permit 384 55 is required, and a final inspection shall be made of every building, structure, electrical, gas, mechanical or plumbing system upon completion, prior to the issuance of the Certificate of Occupancy or Certificate of Completion. In performing inspections, the Building Official or designee shall give first priority to inspections of the construction, addition, or renovation to, any facilities owned or controlled by a state university, state community college or public-school district. 110.3.12 Final inspection. The final inspection shall be made after all work required by the building permit(s) is completed. 110.3.12.1 Flood hazard documentation. If located in a flood hazard area, shall be submitted to the Building Official prior to the final inspection. 110.3.12.2 Energy Code documentation.If required by energy code path submittal, confirmation that commissioning result requirements have been received by building owner. 110.3.13 Termites. Building components and building surroundings required to be protected from termite damage in accordance with section 1503.7, section 2304.13, or section 2304.11.6, specifically required to be inspected for termites in accordance with section 2114, or required to have chemical soil treatment in accordance with section 1816 shall not be covered or concealed until the release from the Building Official has been received. 110.3.14 Impact resistant coverings or systems.Where impact resistant coverings or systems are installed to meet requirements of this code, the Building Official shall schedule adequate inspections of impact resistant coverings or systems to determine the following: 1. The system indicated on the plans was installed. 2. The system is installed in accordance with the manufacturer’s installation instructions and the product approval. 110.4 Inspection agencies.The Building Official is authorized to accept reports of approved inspection agencies, provided such agencies satisfy the requirements as to qualifications and reliability. 110.5 Inspection requests. It shall be the duty of theholder of the building permit or their duly authorized agent to notify the Building Official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. 110.6 Approval required. Work shall not be donebeyond the point indicated in each successive inspection without first obtaining the approval of the Building Official. The Building Official, upon notification, shall make the requested inspections and shall either indicate the portion of the construction that is satisfactory as completed, or notify the permit holder or his or her agent wherein the same fails to comply with this code. Any portions that do not comply shall be corrected and such portion shall not be covered or concealed until authorized by the Building Official. 385 56 110.7 Shoring. For threshold buildings, shoring and associated formwork or falsework shall be designed and inspected by a Florida licensed professional engineer, prior to any required mandatory inspections by the threshold building inspector. 110.8 Threshold building. 110.8.1 During new construction or during repair or restoration projects in which the structural system or structural loading of a building is being modified, the enforcing agency shall require a special inspector to perform structural inspections on a threshold building pursuant to a structural inspection plan prepared by the engineer or architect of record. The structural inspection plan must be submitted to the enforcing agency prior to the issuance of a building permit for the construction of a threshold building. The purpose of the structural inspection plans is to provide specific inspection procedures and schedules so that the building can be adequately inspected for compliance with the permitted documents. The special inspector may not serve as a surrogate in carrying out the responsibilities of the Building Official, the architect, or the engineer of record. The contractor’s contractual or statutory obligations are not relieved by any action of the special inspector. 110.8.2 The special inspector shall determine that a professional engineer who specializes in shoring design has inspected the shoring and reshoring for conformance with the shoring and reshoring plans submitted to the enforcing agency. A fee simple title owner of a building, which does not meet the minimum size, height, occupancy, occupancy classification, or number-of-stories criteria which would result in classification as a threshold building under section 553.71(7), Florida Statutes, may designate such building as a threshold building, subject to more than the minimum number of inspections required by the Florida Building Code. 110.8.3 The fee owner of a threshold building shall select and pay all costs of employing a special inspector, but the special inspector shall be responsible to the enforcement agency. The inspector shall be a person certified, licensed or registered under chapter 471, Florida Statutes, as an engineer or under chapter 481, Florida Statutes, as an architect. 110.8.4 Each enforcement agency shall require that, on every threshold building: 110.8.4.1 The special inspector, upon completion of the building and prior to the issuance of a certificate of occupancy, file a signed and sealed statement with the enforcement agency in substantially the following form: “To the best of my knowledge and belief, the above described construction of all structural load-bearing components complies with the permitted documents, and the shoring and reshoring conforms to the shoring and reshoring plans submitted to the enforcement agency.” 110.8.4.2 Any proposal to install an alternate structural product or system to which building codes apply be submitted to the enforcement agency for review for compliance with the codes and made part of the enforcement agency’s recorded set of permit documents. 386 57 110.8.4.3 All shoring and reshoring procedures, plans and details be submitted to the enforcement agency for recordkeeping. Each shoring and reshoring installation shall be supervised, inspected,and certified to be in compliance with the shoring documents by the contractor. 110.8.4.4 All plans for the building which are required to be signed and sealed by the architect or engineer of record contain a statement that, to the best of the architect’s or engineer’s knowledge, the plans and specifications comply with the applicable minimum building codes and the applicable fire-safety standards as determined by the local authority in accordance with this section and chapter 633, Florida Statutes. 110.8.5 No enforcing agency may issue a building permit for construction of any threshold building except to a licensed general contractor, as defined in section 489.105(3)(a), Florida Statutes, or to a licensed building contractor, as defined in section 489.105(3)(b), Florida Statutes, within the scope of her or his license. The named contractor to whom the building permit is issued shall have the responsibility for supervision, direction, management and control of the construction activities on the project for which the building permit was issued. 110.8.6 The division of building safetymay allow a special inspector to conduct the minimum structural inspection of threshold buildings required by this code, section 553.73, Florida Statutes, without duplicative inspection by the division of building safety. The Building Official is responsible for ensuring that any person conducting inspections is qualified as a building inspector under Part XII of Chapter 468, Florida Statutes, or certified as a special inspector under chapters 471 or 481, Florida Statutes. Inspections of threshold buildings required by section 553.79(5), Florida Statutes,are in additionto the minimum inspections required by this code. 110.9 Impact of construction.All construction activity regulated by this code shall be performed in a manner so as not to adversely impact the condition of adjacent property, unless such activity is permitted to affect said property pursuant to a consent granted by the applicable property owner, under terms or conditions agreeable to the applicable property owner. This includes, but is not limited to, the control of dust, noise, water or drainage run-offs, debris, and the storage of construction materials. New construction activity shall not adversely impact legal historic surface water drainage flows serving adjacent properties, and may require special drainage design complying with engineering standards to preserve the positive drainage patterns of the affected sites. Accordingly, developers, contractors and owners of all new residential development, including additions, pools, patios, driveways, decks or similar items, on existing properties resulting in a significant decrease of permeable land area on any parcel or has altered the drainage flow on the developed property shall, as a permit condition, provide a professionally prepared drainage plan clearly indicating compliance with this paragraph. Upon completion of the improvement, a certification from a licensed professional, as appropriate under Florida law, shall be submitted to the inspector in order to receive approval of the final inspection. 110.10 Storm Shutter Placement. After the termination of such periods of time that had been designated by the National Weather Service as being a hurricane watch or warning, hurricane protective devices 387 58 installed on occupied buildings which impede required egress or required light and ventilation shall be removed within 15 days. 110.10.1 Securing construction sites.During such periods of time as the National Weather Service has issued a severe weather advisory that is in effect for Palm Beach County, are deemed sufficient notice to the contractor and/or owner of any active or inactive construction project, the contractor and/or owner shall be responsible for securing loose construction debris and loose construction materials against the effects of hurricane force winds. 110.10.2 The contractor and /or owner of any active or inactive construction project shall be responsible to secure or remove materials that are not fastened or secured to the ground or any permanent structure. Materials stockpiled on top of any structure under construction shall be permanently installed by the property owner or contractor upon a hurricane watch; however, in the event such installation cannot be timely completed, then the contractor and /or owner shall: a. Band together the construction materials and fasten them to the top of the structure in such a manner so as not to present a threat of their becoming airborne during severe weather; or b. Remove the construction materials from the top of the structure and fasten down to the ground; or c. Remove the construction materials from the job site; or d. Store the construction materials inside an enclosed secure structure. 110.10.2.1 For the purposes of this section, "severe weather advisory" shall be defined as any one of the following: a tropical storm warning, a hurricane watch, or a hurricane warning. 110.11 Building Recertification 110.11.1 Existing Building Recertification. Maintaining the structural integrity of a building throughout the life of the building, in order to ensure that buildings are structural and electrical service system are sound so as to not pose a threat to the public health, safety, or welfare. Building Recertification inspections shall be for the purpose of determining the structural & electrical service system of the building or structure to the extent reasonably possible of any part, material or assembly of a building or structure which affects the safety of such building or structure and/or which supports any dead or designed live load, and the general condition of its electrical service system(s) pursuant to the Building Code. 110.11.1.1 Backlog. Due to the initial backlog of buildings required to be recertified, the Building Official shall establish a completion schedule for recertification, which shall be based upon factors that may include, but shall not be limited to, the age, location, construction materials, occupancy load, and function of a building. This completion schedule shall include a recertification deadline for each building for which recertification is required and may be amended by the Building Official as necessary or advisable. 388 59 110.11.1.2 Nothing in this section shall be construed to prevent or limit the Building Official's authority to inspect, order inspections or reports, or abate unsafe conditions at existing buildings outside of the requirements of this section, including, but not limited to, the Building Official's authority pursuant to section 116 Unsafe Structures and Equipment of this chapter. 110.11.2 Public Records.Building Recertification inspection reports and other information received by the City in connection with the Building Recertification inspections shall be available to the public consistent with the requirements of Florida Statute 119. 110.11.3 Inspection professional. The inspecting professional(s) shall have a right of entry into all areas he/she deems necessary to comply with the Building Recertification inspection. 110.11.4 Definitions. Condominium/Cooperatives. An owner or owners of a building that is three stories or more in height as determined by the Florida Building Code and that is subject, in whole or in part, to the condominium or cooperative form of ownership as a Residential Condominium association as defined under Florida Statute 718 and Residential Cooperative association as defined under Florida Statute 719. Building age.Means the time period since the issuance of a certificate of occupancy or, where adequate records are not available to determine when a certificate of occupancy was issued, shall be determined by the Building Official based on the best available evidence. Milestone inspection.Means a structural inspection, required under section 553.899, Florida Statutes, of a building, including an inspection of the electrical system, load-bearing elements, the primary structural members and primary structural systems asthose terms are defined in s. 627.706, by an architect licensed under chapter 481 or engineer licensed under chapter 471 authorized to practice in this state for the purposes of attesting to the life safety and adequacy of the structural and electrical components of the building and, to the extent reasonably possible, determining the general structural condition of the building as it affects the safety of such building, including a determination of any necessary maintenance, repair, or replacement of any electrical or structural component of the building. The purpose of such inspection is not to determine if the condition of an existing building is in compliance with the Florida Building Code, National Electrical Code or the Fire Safety Code. The milestone inspection services may be provided by a team of professionals with an architect or engineer acting as a registered design professional in responsible charge with all work and reports signed and sealed by the appropriate qualified team member. Owner.Means the fee simple title holder of the land on which a building subject to Building Recertification inspection is situated or, in the case of condominium or cooperative type of ownership, shall mean the person or entity responsible for the structure and common systems of a building subject to Building Recertification inspection. Substantial structural deterioration. Means substantial structural distress or substantial structural weakness that negatively affects a building’s general structural condition and integrity. The term 389 60 does not include surface imperfections such as cracks, distortion, sagging, deflections, misalignment, signs of leakage, or peeling of finishes unless the licensed engineer or architect performing the phase one or phase two inspection determines that such surface imperfections are a sign of substantial structural deterioration. Threshold Building.In accordance with section 553.71, Florida Statutes, means any building which is greater than 3 stories or 50 feet in height, or which has an assembly occupancy classification that exceeds 5,000 square feet in area and an occupant content of greater than 500 persons. 110.11.5 Required Building Recertification Inspection.An owner or owners of a Threshold building or that is three stories or more in height as determined by the Florida Building Code and that is subject, in whole or in part, to the condominium or cooperative form of ownership as a residential condominium association under chapter 718 or and a residential cooperative association under chapter 719 must have a milestone inspection performed for each building that is three stories or more in height by December 31 of the year in which the building reaches 25 years of age, based on the date the certificate of occupancy for the building was issued, and every 10 years thereafter. If a building reached 25years of age before July 1, 2022, the building’s initial milestone inspection must be performed before December 31, 2024. If a building reaches 25 years of age on or after July 1, 2022, and before December 31, 2024, the building’s initial milestone inspection must be performed before December 31, 2025. If the date of issuance for the certificate of occupancy is not available, the date of issuance of the building’s certificate of occupancy shall be the date of occupancy evidenced in any record of the local building official. 1. Threshold buildings within Boynton Beach City limits, a milestone inspection must be performed by December 31st of the year in which the building reaches 25 years of age, based on the date the certificate of occupancy for the building was issued, and every 10 years thereafter. 2. Condominium associations and Cooperative associations within Boynton Beach City limits, that are three stories or more in height, a milestone inspection must be performed by December 31st of the year in which the building reaches 25 years of age, based on the date the certificate of occupancy for the building was issued, and every 10 years thereafter. Exceptions: a) Single-family, two-family, three-family and Townhomes with three or fewer habitable stories above ground. b) State or University and Palm Beach County School buildings. c) U S Government, State of Florida, Palm Beach County and local municipal buildings. 110.11.5.1 Subsequent Building Recertification inspections shall be required at ten (10) year intervals from the date of the 25th anniversary of existence of buildings or structures regardless of when the inspection report for same is finalized or filed. 390 61 110.11.5.2 The Building Official may accept phase one and phase two inspection reports prepared by a licensed Architect or Engineer for a structural integrity and condition inspection of a building performed before July 1, 2022 and if the report(s) substantially comply with the requirements per section 110.11.9. The inspection for which an inspection report is accepted by the Building Official under this paragraph is deemed a milestone inspection for the applicable requirements per section 110.11. If the inspection report(s) is accepted by the Building Official the deadline for the building’s subsequent 10-year milestone inspection is based on the date of the accepted inspection report(s). 110.11.6 Inspection Procedures. Procedures established herein are basic guidelines for Building Recertification inspections. These guidelines shall not be construed as permitting the removal or non- maintenance of any existing devices or safeguards unless authorized by the Building Official. 110.11.6.1 In addition to the requirements set forth in this section, the Building Official shall provide Building Recertification inspection Guideline for Structural and Electrical reports and criteria for the Building Recertification inspection and the applicable inspections and report(s), which shall be mandatory. 110.11.6.2 Duty to Report. Any engineer or architect who performs an inspection of an existing building or structure has a duty to report to the Building Official any findings that, if left unaddressed, would endanger life or property no later than ten (10) days after informing the building owner of such findings unless the engineer or architect is made aware that action has been taken to address such findings in accordance with applicable code. However, if such engineer or architect finds that there are conditions in the building or structure causing an actual or immediate danger of the failure or collapse of a building or structure, or there is a health, windstorm or fire hazard, such engineer or architect shall report such conditions to the Building Official within twenty-four (24) hours of the time of discovery. 110.11.6.3 The Building Official may revoke any recertifications if the Building Official determines that the written recertification report contains any misrepresentation ofthe actual conditions of the building or structure. 110.11.7Inspection Notification. Upon determining that a building must have a Building Recertification inspection, the Building Official shall provide written notices of such required inspection to the owner, by certified mail, return receipt requested not less than one year (365 calendar days) prior to the recertification anniversary year, and may provide such additional notice as the Building Official deems appropriate and useful. 110.11.7.1 Unclaimed Notice.In the event that the Notice of Building Recertification is returned unclaimed, said Notice shall be posted by the Building Official at the building. Failure to receive notice of any required inspection shall not relieve the Owner of its obligations pursuant to this section. 391 62 110.11.8 Required Recertification Inspections.Within 180 calendar days after receiving the written notice, per section 110.11.7, the owner or owners of the building, must complete Phase One of the Building Recertification inspections. For purposes of this section, completion of Phase One of the Building Recertification means the licensed Engineer or Architect who performed the Phase One inspection submitted electronically with a verifiable digital signature as described in section 668.001, Florida Statutes. 110.11.8.1 Phase One Building Recertification Inspection.Phase one of the milestone inspection must be completed within 180 days after the owner or owners of the building receive the written notice as specified in section 110.11.7. The licensed Architect or Engineer authorized to practice in this state shall perform a visual examination of the electrical service system, habitable and non- habitable areas of a building, including but not limited to, all improved balconies, guardrails, the major structural components of a building or structure and provide a qualitative assessment of the structural and electrical conditions of the building. (i) If the building or structure is not a threshold building as defined by the Florida Building Code, such report must be prepared by a Professional Engineer or Architect registered in the State of Florida. (ii)If the building or structure is a Threshold Building, as defined above, then (a) the structural portion of such report must be prepared by a Professional Engineer registered in the State of Florida specializing in structural design; and (b) the electrical portion of such written report must be prepared by a Professional Engineer registered in the State of Florida specializing in electrical design. A self-qualification letter shall be submitted as part of the structural report for threshold buildings, stating that the engineer is a practicing structural engineer and has worked with buildings equivalent to the building being certified and shall be accompanied by proof of the engineer's state Department of Business and Professional Regulation (DPBR) structural specialization. 110.11.8.1.1 If the Architect or Engineer finds no signs of electrical service system or substantial structural deterioration to any electrical service system or building components under visual examination, Phase Two Building Recertification inspection is not required. 110.11.8.1.2 The Architect or Engineer who completes a Phase One Building Recertification inspections shall prepare and submit to the Building Official, the Building and Electrical Recertification Inspection report and any additional comments or observations of the conditions of the building. 110.11.8.2 Phase Two Building Recertification Inspection. Phase Two Building Recertification inspectionsmust be performed if any electrical service system or substantial structural deterioration is identified during Phase One Inspection. A Phase Two inspection may involve destructive or nondestructive testing at the inspector’s direction. The inspection may be as extensive or as limited as necessary to fully assess areas of structural distress in order to confirm that the building is electrically and structurally sound and safe for its intended use and to recommend a program for 392 63 fully assessing and repairing distressed and damaged portions of the building and electrical service system. When determining testing locations, the inspector must give preference to locations that are the least disruptive and most easily repairable while still being representative of the structure. 110.11.8.2.1 If a phase two inspection is required, within 180 days after submitting a phase one inspection report the architect or engineer performing the phase two inspection must submit a phase two progress report to the local enforcement agency with a timeline for completion of the phase two inspection. 110.11.8.2.2 The Architect or Engineer who completes a Phase Two Building Recertification inspection shall prepare and submit to the Building Official, the Building and Electrical Recertification Inspection report and any additional comments or observations of the conditions of the building. 110.11.9 Building Recertification Report. The owner of a building or structure subject to Building Recertification inspections shall furnish, or cause to be furnished, Building Recertification inspection forms, photographs and additional supporting documents to the Building Official, prepared by a Professional Structural Engineer, Electrical Engineer or Architect registered in the State of Florida, attest and certify that each such building or structure is structurally and electrically safe, or has been made structurally and electrically safe for the specified use for continued occupancy, in conformity with the Building and Electrical Recertification Inspection Guidelines as provided by the Building Official. Both Structural and Electrical reports must be submitted together. 110.11.9.1 Any and all drafts/versions. of the report, or portions of the report, that are provided to the owner shall also be provided to the Building Official. 110.11.9.2 Reports. The structural and electrical service system inspection reports must, at a minimum, meet all of the following criteria including the required information from Building and Electrical Guidelines as provided by the Building Official: 1. Name of Inspection Firm or individual, Inspection date, Inspection made by, address, email and phone number 2. Bear the seal and signature, or electronically signed, of the licensed engineer or architect who performed the inspection. 3. Indicate the manner and type of inspection, Phase one or Phase two, forming the basis for the inspection report. 34. Building/structure address, property control number, legal description, owners name, owner mailing address and phone number 5. Reasonably known age of building, number of stories and square footage 6. Construction type and Occupancy classification in accordance with Building Code edition 393 64 7. Identify any electrical service system and substantial structural deterioration, within a reasonable professional probability based on the scope of the inspection, describe the extent of such deterioration, and identify any recommended repairs for such deterioration. 8. State whether unsafeor dangerous conditions, as those terms are defined in the Florida Building Code or National Electrical Code, were observed. 9. Recommend any remedial or preventive repair for any items that are damaged but are not substantial structural deterioration or the electrical service system unsafe. 10. Identify and describe any items requiring further inspection and supporting documentation. 110.11.10 Administrative Review. The Building Official and Floodplain Manager will perform an administrative review of the Building Recertification inspection reports to determine whether it satisfies the requirements of this section and chapter 4 article X City of Boynton Flood ordinance. If the Building Official determines that the Building Recertification inspection reports do not satisfy the applicable requirements, the Building Official will notify the owner of the deficiencies in writing within 30 days of submittal and the owner shall have 30 calendar days from such determination to make necessary changes to the report and resubmit for review. Up to three resubmittals are allowed in order to reach a determination that the requirements have been satisfied. 110.11.10.1 If after the third resubmittal, the Building Official determines that the Report(s) do not satisfy the requirements, the matter shall be automatically sent to the Special Magistrate or Code Enforcement Board, as appropriate. 110.11.11 Repair plan and schedule. In the event the electrical service system, structural repairs or modifications are found by the Architect or Engineer retainedby the building owner to be necessary as documented by the Phase Two Inspection report, the owner shall have 60 calendar days from the date the Building Recertification inspection reports is determined by the Building Official to satisfy the requirements of this section. 110.11.11.1 The owner shall submit a plan to correct the deficiencies ("repair plan"), which repair plan shall include a detailed proposed schedule to complete said repairs, including a schedule for submittal of application(s) for any required permit(s). The repair plan, including the schedule for completion of repairs, shall be subject to review and approval by the Building Official. 110.11.11.2 The owner shall have a total of 180 calendar days from the date of the Building Recertification inspection reports is determined by the Building Official to satisfy the requirements of this section, unless otherwise specified by the Building Official, in which to permit and correct the structural and electrical service system deficiencies that pose an immediate threat to life, health, safety or where failure of a critical component is imminent. 110.11.11.2.1 Once the corrections have been completed, the Engineer(s), or Architect shall re-inspect the areas noted on the original report and shall provide the building owner with an 394 65 electronically signedletter, stating all corrections have all been completed. The building owner shall submit that letter to the Building Official. 110.11.11.2.2 For deficiencies that cannot be corrected within 180 calendar days, the time frame may be extended when a time frame is specified by the Professional Engineer or Registered Architect and approved by the Building Official. Such extension shall be contingent on maintaining an active building permit as specified in section 105.4.1 Boynton Beach Administrative Code. 110.11.11.3 Repairs or modifications of deficient conditions that are incidental and non-life threatening shall be completed within a time frame as specified by the inspecting Professional Engineer or Registered Architect and approved by the Building Official. All repairs or modifications shall be completed in conformance with all applicable Sections of the Florida Existing Building Code and the National Electrical Code. 110.11.11.3.1 The Florida Existing Building Code will specify whether the repairs or modification can be made under the code in effect when the building was originally permitted or the code currently in effect. 110.11.12 Repair or Modification Requirements. In the event an owner fails to timely furnish the Building Official with a recertification report, seek an extension to furnish a recertification report, or comply with repair or modification requirements as determined from the Building Recertification inspection reports as set forth herein the structure may be deemed to be unsafe and unfit for occupation. Such findings shall be reviewed by the Building Official and may be sent to the Special Magistrate or Code Enforcement Board, as appropriate. 110.11.12.1 Emergency Hearing. The Building Official may elect the choice of either a Special Magistrate or Code Enforcement Board as set forth under chapter 162, Florida Statutes, to conduct an emergency hearing if any of the following occurs; 1. The owner, fails to submit the Building Recertification inspection reports by the required deadline per section 110.11.8 and 1110.11.8.2.1 2. The Building Official determines the owner failed to make required changes and resubmit the report within required time frames per sections 110.11.10 and 110.11.10.1 does not satisfy the requirements of sections 110.11.10 and 110.11.10.1 3. The owner, fails to submit the Repair Plan and Schedule by the required time frames per section 110.11.11 4. The Building Official may prescribe timelines and penalties with respect to compliance with this section. 5. The Building Official determines that the written recertification report contains any misrepresentation of the actual conditions of the building or structure. 395 66 110.11.13 Building Recertification fees. For each building or structure to be Recertified, the application, resubmittal and extension fees shall be paid as required, in accordance with the schedule as established by the applicable governing authority. 110.11.14 Permit fees. In the event the electrical service system, structural repairs or modifications are required, a permit shall not be valid until the fees prescribed by law have been paid, nor shall an amendment to a permit be released until the additional fee, if any, has been paid, in accordance with the schedule as established by the applicable governing authority. 110.11.15 Appeals Procedure. The Building Board of Adjustments and Appeals shall have the power, as further defined in section 113 of the Boynton Beach Administrative Amendments to hear appeals of decisions and interpretations of the Building Official relating to the Florida Building Code and local amendments, including decisions of the Building Official related to Building Recertification and of the Floodplain Administrator relating to flood damage prevention and floodplain management codes contained in Chapter 4, Article X, Code of Ordinances. 110.11.15.1 Decisions and Interpretations. The permit holder, or the owner of a building subject to Building Recertification may appeal the applicable decision of the Building Official or Floodplain Administrator to the Building Board of Adjustments and Appeal whenever one of the following conditions are claimed to exist: 1. The Building Official determined, the submittal of the Building Recertification inspection reports by the required deadline per section 110.11.9 2. The Building Official determined, after three submittals, that the Building Recertification inspection report submitted pursuant to per sections 110.11.9 and 110.11.9.2 did not satisfy the requirements of that section. 3. The Building Official determined the submittal of the Repair Plan and Schedule by the required deadline per sections 110.11.11 4. The Building Official or Floodplain Administrator rejected or refused to approve the mode or manner of construction proposed to be followed or materials to be used in the installation or alteration of a building, structure or electrical service system; 5. The provisions of this building code do not apply to this specific case 6. That an equally good or more desirable form of installation can be employed in any specific case, which the Building Official or floodplain administrator has rejected or refused. 7. The true intent and meaning of this building code or any of the regulations hereunder have been misconstrued or incorrectly interpreted. 110.11.15.2 Ineligible appeals. 396 67 11. The Building Board of Adjustments and Appeal shall not consider an application for an appeal from the provisions of this building code, or grant relief from the provisions thereof, when such authority is vested in another board or the City Council. 2. No application shall be accepted by the City if a similar request for an appeal has been considered by the Board and denied at any time within 180 calendar days immediately prior to the date the application is submitted. 110.11.16 Extensions. The Building Official may issue an extension of not more than 60 calendar days to submit a recertification report or to obtain any necessary permits upon a written extension request from an engineer or architect. Such request upon showing good cause by the owner or owners of the building that the inspection cannot be timely completed if the owner or owners have entered into a contract with an architect or engineer to perform the milestone inspection and the inspection cannot reasonably be completed before the deadline or other circumstance to justify an extension. Such request must contain a signed and sealed statement from the engineer or architect that the building may continue to be safely occupied. SECTION 111 CERTIFICATE OF OCCUPANCY 111.1 Use and occupancy. A building or structure shall not be used or occupied, and a change in the existing use or occupancy classification of a building or structure or portion thereof shall not be made, until the Building Official has issued a certificate of occupancy therefore as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction. Exception: Certificates of occupancy are not required for work exempt from permits under Section 105.2. 111.2 Certificate issued. After the Building Official inspects the building or structure and finds no violations of the provisions of this code or other laws that are enforced by the division of building safety, the Building Official shall issue a certificate of occupancy that contains the following: 1. The building permit number. 2. The address of the structure. 397 68 3. The name and address of the owner or the owner’s authorized agent. 4. A description of that portion of the structure for which the certificate is issued. 5. A statement that the described portion of the structure has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. 6. For buildings and structures in flood hazard areas, a statement that documentation of the as-built lowest floor elevation has been provided and is retained in the records of the authority having jurisdiction 7. The name of the Building Official. 8. The edition of the code under which the permit was issued. 9. The use and occupancy, in accordance with the provisions of chapter 3. 10. The type of construction as defined in chapter 6. 11. The design occupant load. 12. If an automatic sprinkler system is provided, whether the sprinkler system is required. 13. Any special stipulations and conditions of the building permit. 111.3 Temporary/partial occupancy.The Building Official is authorized to issue a temporary/partial certificate of occupancy before the completion of the entire work covered by the permit, provided that such portion or portions shall be occupied safely. The Building Official shall set a time period of 30 days during which the temporary certificate of occupancy is valid. 111.4 Revocation. The Building Official is authorized to, in writing, suspend or revoke a certificate of occupancy or completion issued under the provisions of this code wherever the certificate is issued in error, or on the basis of incorrect information supplied, or where it is determined that the building or structure or portion thereof is in violation of any ordinance or regulation or any of the provisions of this code. 111.5 Certificate of Completion. A Certificate of Completion is proof that a structure or system is complete and for certain types of permits is released for use and may be connected to a utility system. This certificate does not grant authority to occupy a building, such as shell building, prior to the issuance of a Certificate of Occupancy. 398 69 111.6 Fixturing and Stocking. The Building Official is authorized to issue approval for fixturing, stocking, training, or decorating, when appropriate, to allow the builder to prepare the structure for permanent occupancy. The building may not be open to the general public or be used for the transaction of any commerce. Such approval must be conditioned upon the approval of the Fire Marshal, when applicable. 111.7 Digital Submittal Requirements for New Construction. 111.7.1 Building Footprints.The Building Official is authorized to require the submittal of digital shape (PDF) files, in a specific format, depicting a geo-referenced footprint with elevation for all new structures as a condition of the issuance of a Certificate of Occupancy. 111.7.2 Subdivision Topography.The Building Official is authorized to require the submittal of electronic topographical data for all new subdivisions over five acres or five lots for the purposes of updating and maintaining the community's flood maps. SECTION 112 SERVICE UTILITIES 112.1 Connection of service utilities. No person shall make connections from a utility, source of energy, fuel or power to any building or system that is regulated by this code for which a permit is required, until released by the Building Official. 112.2 Temporary connection. The Building Official shall have the authority to authorize the temporary connection of the building or system to the utility source of energy, fuel or power. 112.3 Authority to disconnect service utilities. The Building Official shall have the authority to authorize disconnection of utility service to the building, structure or system regulated by this code and the referenced codes and standards set forth in Section 101.4 in case of emergency where necessary to eliminate an immediate hazard to life or property or when such utility connection has been made without the approval required by Section 112.1 or 112.2. The Building Official shall notify the serving utility, and wherever possible the owner and occupant of the building, structure or service system of the decision to disconnect prior to taking such action. If not notified prior to disconnecting, the owner or occupant of the building, structure or service system shall be notified in writing, as soon as practical thereafter. SECTION 113 BUILDING BOARD OF ADJUSTMENT AND APPEALS 113.1 Appointment.There is hereby established a board to be called the Building Board of Adjustment and Appeals, which shall consist of seven members and two alternates. The applicable governing body shall appoint the Board. 113.2 Membership and Terms. 399 70 113.2.1 Membership.The Building Board of Adjustment and Appeals shall consist of seven members. Such board members shall be composed of individuals with knowledge and experience in the technical codes to include, to the greatest extent possible, an architect, engineer, general contractor, electrical contractor, HVAC contractor, plumbing contractor, and any other contractor licensed category. In addition to the regular members, there should be two alternate members, one member with the qualifications referenced above and one member at large from the public. A board member shall not act in a case in which he or she has a personal or financial interest. 113.2.2.1 Terms.The terms of office of the board members shall be staggered so no more than one- third of the board is appointed or replaced in any 12-month period. The two alternates, if appointed, shall serve one-year terms. Vacancies shall be filled for an unexpired term in the manner in which original appointments are required to be made. 113.2.2.2. Removal from office. Members shall be automatically removed for lack of attendance. Lack of attendance is defined as a failure to attend three (3) consecutive meetings or a failure to attend more than one-half of the meetings scheduled during a calendar year. Participation for less than three-fourths of a meeting shall be the same as a failure to attend a meeting. Members removed pursuant to this provision shall not continue to serve on the board and such removal shall create a vacancy. 113.2.3 Quorum and voting.A simple majority of the board shall constitute a quorum. In varying any provision of this code, the affirmative votes of the majority present, but not less than three affirmative votes, shall be required. In modifying a decision of the Building Official, not less than four affirmative votes, but not less than a majority of the board, shall be required. In the event that regular members are unable to attend a meeting, the alternate members, if appointed, shall vote. 113.2.4 Secretary of board.The Building Official or his/her authorized representative shall act as secretary of the board and shall make a recordof all of its proceedings, which shall set forth the reasons for its decision, the vote of each member, the absence of a member, and any failure of a member to vote. 113.3 Powers.The BuildingBoard of Adjustments and Appeals shall have the power, as further defined in 113.4 of this code, to hear appeals of decisions and interpretations of the Building Official and consider variances of the technical codes. 113.4 Appeals. 113.4.1 Decision of the Building Official.The owner of a building, structure or service system, or duly authorized agent, may appeal a decision of the Building Official to the Building Board of Adjustment and Appeals whenever any one of the following conditions are claimed to exist: 400 71 1. The Building Official rejected or refused to approve the mode or manner of construction proposed to be followed or materials to be used in the installation or alteration of a building, structure or service system. 2. The provisions of this code do not apply to this specific case. 3. That an equally good or more desirable form of installation can be employed in any specific case, which the Building Official has rejected or refused. 4. The true intent and meaning of this code or any of the regulations hereunder have been misconstrued or incorrectly interpreted. 113.4.2 Variances.The Building Board of Adjustments and Appeals, when upon written request, has been so appealed to and after a hearing, may vary the application of any provision of this code to any particular case when, in its opinion, the enforcement thereof would do manifest injustice and would be contrary to the spirit and purpose of this or the technical codes or public interest, and also finds all of the following: 1. That special conditions and circumstances exist which are peculiar to the building, structure or service system involved and which are not applicable to others. 2. That the special conditions and circumstances do not result from the action or inaction of the applicant. 3. That granting the variance requested will not confer on the applicant any special privilege that is denied by this code to other buildings, structures or service system. 4. That the variance granted is the minimum variance that will make possible the reasonable use of the building, structure or service system. 5. That the grant of the variance will be in harmony with the general intent and purpose of this code and will not be detrimental to the public health, safety and general welfare. 113.4.2.1Conditions of the variance. In granting the variance, the board may prescribe a reasonable time limit within which the action for which the variance is required shall be commenced or completed or both. In addition, the board may prescribe appropriate conditions and safeguards in conformity with this code. Violation of the conditions of a variance shall be deemed a violation of this code. 113.4.3 Notice of appeal.Notice of appeal shall be in writing and filed within 30 calendar days after the Building Official renders the decision. Appeals shall be in a form acceptable to the Building Official. 401 72 113.4.4Unsafe or dangerous buildings or service systems.In the case of a building, structure or service system, which in the opinion of the Building Official, is unsafe, unsanitary or dangerous, the Building Official may, in the order, limit the time for such appeals to a shorter period. 113.5 Procedures of the board. 113.5.1 Rules and regulations.The board shall establish rules and regulations for its own procedure not inconsistent with the provisions of this code. The board shall meet on call of the chairman, subsequent to a request to call a meeting by the secretary. The board shall meet within 30 calendar days after notice of appeal has been received. 113.5.1.1 Rules of Evidence.Formal rules of evidence shall not apply, but fundamental due process should be observed and govern the proceedings. Upon determination by the chairman, irrelevant, immaterial, or unduly repetitious evidence may be excluded, but all other evidence of a type commonly relied upon by reasonable, prudent persons in the conduct of their affairs shall be admissible, whether or not such evidence would be admissible in a trial in the courts of Florida. Any part of the evidence may be received in written form. The Board may request certain evidence from the petitioner to be provided by an architect or engineer registered in the State of Florida, in which case, said evidence shall be signed, sealed, and dated. 113.5.1.2 Testimony.Any member of the Board or the attorney representing the Board may inquire of, or question, any witness before the Board. Any member of the Board, the petitioner or his/her attorney, and/or the Building Official shall be permitted to inquire of any witness before the Board. The Board may consider testimony presented by the Building Official, the petitioner, or any other witness. 113.5.2 Decisions.The Building Board of Adjustment and Appeals shall, in every case, reach a decision without unreasonable or unnecessary delay. Each decision of the board shall also include the reasons for the decision. If a decision of the board reverses or modifies a refusal, order, or disallowance of the Building Official or varies the application of any provision of this code, the Building Official shall immediately take action in accordance with such decision. Every decision shall be promptly filed in writing in the office of the Building Official and shall be open to public inspection. A certified copy of the decision shall be sent by mail or otherwise to the appellant and a copy shall be kept publicly posted in the office of the Building Official for two weeks after filing. Every decision of the board shall be final; subject however to such remedy as any aggrieved party might have at law or in equity. 113.6 Local Construction Regulation Board.The local government may also utilize this Board to convene as the Local Construction Regulation Board (LCRB), as provided in section 489.113, Florida Statutes. The LCRB may deny, suspend, revoke or limit the authority of a certified contractor to obtain a building permit or permit with specific conditions, if the LCRB has found such contractor, through public hearing, to be guilty of fraud or a willful building code violation within the county or municipality that the LCRB represents. The LCRB may also, deny, suspend, revoke or limit the authority of a certified contractor to obtain a building permit or permit with specific conditions, if it has proof through the public hearing process, that a contractor has been found guilty in another county or municipality within the past 12 402 73 months, of fraud or a willful building code violation and after providing notice of an opportunity to be heard to the contractor, finds that such fraud or violation would have been fraud or a violation if committed in the county or municipality that the LCRB represents. Notification of and information concerning such permit denial shall be submitted to the division within 15 days after the LCRB decides to deny the permit. SECTION 114 VIOLATIONS 114.1 Unlawful acts. It shall be unlawful for any person, firm or corporation to erect, construct, alter, extend, repair, move, remove, demolish or occupy any building, structure or equipment regulated by this code, or cause same to be done, in conflict with or in violation of any of the provisions of this code. 114.2 Notice of violation. The Building Official is authorized to serve a notice of violation or order on the person responsible for the erection, construction, alteration, extension, repair, moving, removal, demolition or occupancy of a building or structure in violation of the provisions of this code, or in violation of a permit or certificate issued under the provisions of this code. Such order shall direct the discontinuance of the illegal action or condition and the abatement of the violation. 114.3 Prosecution of violation. If the notice of violation is not complied with promptly, the Building Officialis authorized to request the legal counsel of the jurisdiction to institute the appropriate proceeding at law or in equity to restrain, correct or abate such violation, or to require the removal or termination of the unlawful occupancy of the building or structure in violation of the provisions of this code or of the order or direction made pursuant thereto. 114.4 Violation penalties. Any person who violates a provision of this code or fails to comply with any of the requirements thereof or who erects, constructs, alters or repairs a building or structure in violation of the approved construction documents or directive of the Building Official, or of a permit or certificate issued under the provisions of this code, shall be subject to penalties as prescribed by law. 114.5 Enforcement. Nothing in this section shall prevent the authority having jurisdiction from imposing fines, liens, or seek injunctive relief, or exercising other enforcement powers as permitted by law. Code enforcement and penalties of chapter 162, part I, Florida Statutes, shall be authorized if building work begins without payment of all required fees, and for the purposes of enforcing this code, code officials licensed under chapter 468, part XII, Florida Statutes,are deemed “Code Inspectors,” as defined in section 162.04, Florida Statute. SECTION 115 STOP WORK ORDER 403 74 115.1 Authority. Whenever the Building Official finds any work regulated by this code being performed in a manner either contrary to the provisions of this code or dangerous or unsafe, the Building Official is authorized to issue a stop work order. 115.2 Issuance. The stop work order shall be in writing and shall be given to the owner of the property involved, the owner’s authorized agent or the person performing the work. Upon issuance of a stop work order, the cited work shall immediately cease. The stop work order shall state the reason for the order and the conditions under which the cited work will be permitted to resume. Where an emergency exists, the Building Official shall not be required to give a written notice prior to stopping the work. 115.3 Unlawful continuance. Any person who shall continue any work after having been served with a stop work order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be subject to penalties as prescribed by law. SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT 116.1 Unsafe buildings or systems. All buildings, structures, electrical, gas, mechanical or plumbing systems which are unsafe, unsanitary, or do not provide adequate egress, or which constitute a fire hazard, or areotherwise dangerous to human life, or which in relation to existing use, constitute a hazard to safety or health, are considered unsafe buildings or service systems. All such unsafe buildings, structures or service systems are hereby declared illegal and shall be ordered by the Building Official to be abated by the owner, through repair and rehabilitation or by demolition in accordance with this Code. The extent of repairs shall be determined by the Building Official. When the Building Official determines that an unsafe building, structure, or service system cannot be reasonably repaired in accordance with this or the technical codes, it shall be demolished in accordance with this section. 116.1.1 When the Building Official determines a building, structure, electrical, gas, mechanical or plumbing system or portion thereof is unsafe, as set forth in this Code he/she shall provide the owner, agent or person in control of such building, structure, electrical, gas, mechanical or plumbing system A written notice of violation stating the defects thereof. This notice shall require the owner within a stated time either to complete specified repairs or improvements, or to demolish and remove the building, structure, electrical, gas, mechanical or plumbing system or portion thereof. 116.1.1.1 In addition to the written notice being sent by certified mail, return receipt requested to the record owner(s) of the real property upon which the unsafe building, structure, system is located, the Building Official shall post a copy of the notice in a conspicuous place in City Hall, upon the building, structure or system, and a copy shall be recorded in the public records of Palm Beach County. 404 75 116.1.1.2 In addition, a copy of the notice, as outlined in this sub-section, shall be published simultaneously for two consecutive weekends in a newspaper of local circulation. Such notice shall be substantially in the following form: NOTICE OF INTENT TO DEMOLISH OR SUBSTANTIALLY REPAIR AND INSPECT (Insert Date of Notice) The owner or other interested parties for the structure located at (address), are hereby notified that the City of Boynton Beach, Florida will proceed to have the building, structure or system repaired, demolished or removed (insert stipulated time) after the date of this Notice, if said building, structure or system is not substantially repaired, demolished or removed by that date. All costs incurred by the City in connection with the repair, demolition or removal will be assessed against the property. If, as a result of this Notice, the building, structure or system is substantially repaired, demolished, or removed by the owner, notice is hereby given that work to abate the unsafe condition requires building permits and inspections for code compliance, and all related fees are required to be paid prior to performing the work or receiving certification of code compliance. To request an extension of time, the owner should contact (Contact Person and Phone Number) within ten (10) days of the date of this Notice. Said request for extension must be made in writing to the Building Official. An affected owner or duly authorized agent has the right to appeal this action to the Building Board of Adjustment and Appeals. An application of appeal should be filed in writing and hearing costs paid by the affected owner or duly authorized agent, at the City of Boynton Beach Building Division Office, within (insert stipulated time) of the date of this Notice. The fee to cover hearing costs shall be established by ordinance. 116.1.1.3 Evidence that an attempt has been made to hand deliver or mail the Notice, as provided herein, together with a copy of the recorded “Notice of Intent to Demolish or Substantially Repair and Inspect” at the Clerk of the Court Office, and proof of publication, shall be sufficient to show that the notice requirements of this Section have been met, without regard to whether or not the owner actually received said notice. 116.1.2 If necessary, the notice shall also require the building, structure, electrical, gas, mechanical, plumbing systems or portion thereof to be vacated and/or disconnected, and not reoccupied and/or reconnected until the specified repairs and improvements are completed, inspected and approved by the Building Official. The Building Official shall post at each entrance to the building a placard stating: THIS BUILDING IS UNSAFE AND ITS USE OR OCCUPANCY HAS BEEN PROHIBITED BY THE BUILDING 405 76 OFFICIAL. This placard shall remain posted until the required repairs are made or demolition is completed. It shall be unlawful for any person, firm or corporation or its officers, agents, or other servants, to remove the posting without written permission of the Building Official, or for any person to enter the building, or use the building or system(s) except for the purpose of making the required repairs or of demolishing same. 116.1.3 In case the owner, agent, or person in control cannot be found within the stated time limit, or, if such owner, agent, or person in control shall fail, neglect, or refuse to comply with notice to repair, rehabilitate, or to demolish, and remove said building, structure, electrical, gas, mechanical or plumbing system or portion thereof, the Building Official, after having ascertained the cost may take action to cause such building, structure, electrical, gas, mechanical or plumbing system or portion thereof, to be demolished, secured, repaired, or required to remain vacant or unused. Taking such action does not create a continuing obligation on the part of the Building Official to continue with maintaining such building, structure, or system; or create liability for any damage to the property. 116.1.4 The decision of the Building Official shall be final in cases of emergency, which, in the opinion of the Building Official, involve imminent danger to human life or health, or the property of others. He/she shall promptly cause such building, structure, electrical, gas, mechanical or plumbing system or portion thereof to be made safe or cause its removal. For this purpose, he/she may at once enter such structure or land on which it stands, or abutting land or structures, with such assistance and at such cost as he may deemnecessary. He/she may order the vacating of adjacent structures and may require the protection of the public by appropriate fence or such other means as may be necessary, and for this purpose may close a public or private way. 116.2 Reserved. 116.3 Administrative fines; costs to repair; liens.Costs incurred under sections 116.1.3 and 116.1.4 shall be charged to the owner of the premises involved. If charges are not paid within a ten (10) day period following mailing of thebilling notification sent by certified mail, the owner of the premises will be charged in the following manner: 1. The Building Official shall assess the entire cost of such vacation, demolition, securing, or removal against the real property upon which such cost was incurred, which assessment shall include but not be limited to all administrative costs, postal expenses, and shall constitute a lien upon such property superior to all others except taxes. 2. The Clerk of the Circuit Court shall file such lien in the County's Official Record Book showing the nature of such lien, the amount thereof and an accurate legal description of the property, including the street address, which lien shall be effective from the date of filing and recite the names of all persons notified and interested persons. After three (3) months from the filing of any such lien which remains unpaid, the governing body may foreclose the lien in the same manner as mortgage liens are foreclosed. Such lien shall bear interest from date of abatement of nuisance at the rate of ten (10) percent per annum and shall be enforceable if unsatisfied as other liens may be enforced by the governing agency. 406 77 116.4 Appeal. The owner, agent, or person in control of an unsafe structure or system shall have the right to appeal the decision of the Building Official, as provided hereinafter, and to appear before the Building Board of Adjustments and Appeals at a specified time and place to show cause why they should not comply with said notice. Applicant shall apply for stay of demolition to the Construction Board of Appeals within 30 days of Unsafe Structure Notice. SECTION 117 VARIANCES IN FLOOD HAZARD AREAS 117.1 Flood hazard areas.Pursuant to section 553.73(5), Florida Statutes, the variance procedures adopted in the local floodplain management ordinance shall apply to requests submitted to the Building Official for variances to the provisions of section 1612.4 of the Florida Building Code, Building or, as applicable, the provisions of R322 of the Florida Building Code, Residential. This section shall not apply to section 3109 of the Florida Building Code, Building. SECTION 118 WIND LOADS (Section 1609, Florida Building Code) 118.1 The basic wind speed in miles per hour, for development of wind loads, shall be determined from figure 1609, said Basic Wind Speed for Boynton Beach as depicted on map Figure 1609A, Figure 1609B, and Figure 1609C is hereby added to this code. SECTION 119 SEVERABILITY 119.1 If any section, subsection, sentence, clause or phrase of this code is for any reason held to be unconstitutional, such decision shall not affect the validity of the remaining portions of this code. 407 City of Boynton Beach Administrative Amendments to the 2023 Florida Building Code JOHN KUNTZMAN, BUILDING OFFICIAL MICHAEL BALUYOT, DEPUTY BUILDING OFFICIAL 408 BBA to FBC 102.2.5 Each enforcement district or local enforcement agency shall be governed by a board, the composition of which shall be determined by the affected localities. • 4. However, each enforcement district or local enforcement agency may establish an alternative permitting program for replacing nonstructural components of building systems in a residential dwelling unit. A licensed contractor performing such work for the resident shall also be exempt from individual permits and inspections if either the owner or the licensed contractor obtains a valid Annual Permit per Section 105.1.1 of this code and all such work is reported as required in Section 105.1.2 of this code for compliance evaluation. No added capacity, system expansion or new building work of any type shall be excluded from individual permit and inspection by this provision. 409 BBA to FBC 102.6 102.6 Existing structures.The legal occupancy of any structure existing on the date of adoption of this code shall be permitted to continue without change, except as is specifically covered in this code, the,Florida Building Code, Existing Building,the Florida Fire Prevention Code, or the Property Maintenance Code.For provisions related to property maintenance, refer to the City of Boynton Beach Code of Ordinances, Chapter 10, Article IV. 102.6.2 Buildings previously occupied.The legal occupancy of any building existing on the date of adoption of this code shall be permitted to continue without change,except as otherwise specifically provided in this code, the Florida Fire Prevention Code and 101.4.4 Property Maintenance. For provisions related to property maintenance, refer to the City of Boynton Beach Code of Ordinances, Chapter 10, Article IV, or as is deemed necessary by the Building Official for the general safety and welfare of the occupants and the public. 410 BBA to FBC 104.11 Alternative materials, design and methods of construction and equipment.The provisions of thiscode are not intended to prevent the installation of any material or to prohibit any design or method ofconstruction not specifically prescribed by this code, provided that any such alternative has been approved. Analternative material, design, or method of construction shall be approved where the Building Official finds thatthe proposed alternative meets all of the following: design is satisfactory and complies with the intent of theprovisions of this code, and that the material, method or work offered is, for the purpose intended, not less thanthe equivalent of that prescribed in this code in quality, strength, effectiveness, Fire Resistance, durability andsafety. Where the alternative material, design or method of construction is not approved, the Building Officialshall respond in writing, stating the reasons why the alternative was not approved. 1.The alternative material, design, or method of construction is satisfactory and complies with the intent of the provisions of this code, and 2.The material, method, or work offered is, for the purpose intended, not less than the equivalent of that prescribed in this code as it pertains to the following: 2.1 Quality, 2.2 Strength, 2.3 Effectiveness, 2.4 Fire Resistance, 2.5 Durability, 2.6 Safety, and 2.7 Level of Sanitation. Where the alternative material, design, or method of construction is not approved, the Building Official shall respond in writing, stating the reasons why the alternative was not approved. 411 BBA to FBC 105.3 Completed applications must be able to be submitted electronically to the appropriate division of building safety. Accepted methods of electronic submission include, but are not limited to, e-mail submission of applications in portable document format or submission of applications through an electronic fill-in form available on the division of building safety’s website or through a third-party submission management software. 412 BBA to FBC 105.3.1.2 (4) 4. Any specialized mechanical, electrical, or plumbing document for any new building or addition which includes a medical gas, oxygen, steam, vacuum, toxic air filtration, halon, or fire detection and alarm system which costs more than $5,000. Exception: Simplified permitting process for fire alarm system projects. — (1) As used in this section, the term: (a) “Contractor” means a person who is qualified to engage in the business of electrical or alarm system contractingpursuant to a certificate or registration issued by the department under part II of chapter 489, Florida Statutes. (b) “Fire alarm system project” means a fire alarm system alteration of a total of 20 or fewer initiating devices andnotification devices, or the installation or replacement of a fire communicator connected to an existing fire alarm controlpanel in an existing commercial, residential, apartment, cooperative, or condominium building. (2)(a) A local enforcement agency may require a contractor, as a condition of obtaining a permit for a fire alarm systemproject, to submit a completed application and payment. (b) A local enforcement agency may not require a contractor to submit plans or specifications as a condition of obtaininga permit for a fire alarm system project. (3) A local enforcement agency must issue a permit for a fire alarm system project in person or electronically. (4) A local enforcement agency must require at least one inspection of a fire alarm system project to ensure compliancewith applicable codes and standards. If a fire alarm system project fails an inspection, the contractor must take correctiveaction as necessary to pass inspection. (5) A contractor must keep a copy of the plans and specifications at a fire alarm system project worksite and make suchplans and specifications available to the inspector at each inspection. 413 BBA to FBC 107.3.5 Continued Residential (one- and two-family): 4. Smoke and/or carbon monoxide alarm detector locations 6. Structural requirements shall include: Wall section from foundation through roof, including assembly and materials, connector tables, wind requirements, and structural calculations (if required) 414 BBA to FBC 107.6.2 Affidavits Provided Pursuant to Section 553.791, Florida Statutes.For a building or structure in a flood hazard area, the Building Official shall review any affidavit certifying compliance with the flood load and flood- resistant construction requirements of the Florida Building Code. BBA to FBC 107.6 Affidavits On applications in which private provider services are utilized, all time frames shall adhere to time frames as indicated in section 553.791 (7), Florida Statutes. 415 BBA to FBC 110.1.2 Inspection Service. The Building Official shall ensure that all persons making such inspections shall be certified in accordance to chapter 468, Florida Statues; or licensed under chapter 471 or 481, Florida Statutes. 416 BBA to FBC 110.2 Preliminary inspection.Subject to the limitations of Florida Statutes Chapter 553.79(20), before Before issuing a permit, the Building Official is authorized to examine or cause to be examined buildings, structures and sites for which an application has been filed. 110.2.1 Existing building inspections.Before issuing a permit, the Building Official may examine or cause to be examined any building, electrical, gas, mechanical, or plumbing systems for which an application has been received for a permit to enlarge, alter, repair, move, demolish, install, or change the occupancy.The Building Official may inspect the buildings, structures, electrical, gas, mechanical and plumbing systems, from time to time, before, during and upon completion of the work for which a permit was issued. The Building Official shall make a record of every such examination and inspection and of all observed violations of the technical codes. Additional regulations in Florida Building Code, Existing Building Volume, may apply. 417 THANK YOU JOHN KUNTZMAN, BUILDING OFFICIAL KUNTZMANJ@BBFL.US (561) 742-6376 418 City of Boynton Beach Agenda Item Request Form 8.C Public Hearing 6 P.M. or as soon thereafter as the agenda permits. The City Commission will conduct these public hearings in its dual capacity as Local Planning Agency and City Commission. 12/19/2023 Meeting Date: 12/19/2023 Proposed Ordinance No. 23-024- Second Reading- An Ordinance of The City of Boynton Beach, Florida, amending the Land Development Regulations Chapter 1, Article II. Definitions, Chapter 3, Article IV, Section 3.D. Use Matrix and Notes, and Chapter 4, Article V. Minimum Off-Street Parking Requirements, to modify and add definitions, use regulations, and parking for commercial kitchen uses, food processing/manufacturing, ghost kitchens, and banquet halls; providing for conflicts, severability, codification and an effective date. Requested Action: Approve Proposed Ordinance No. 23-024 on Second Reading. Explanation of Request: Several food processing and manufacturing industrial uses are defined based on the type of product processed and manufactured; however, they are regulated with the same use standards in the Land Development Regulations. Staff is proposing to amend such definitions and use standards to be consistent with current market trends and other parts of Land Development Regulations. In addition, banquet halls are only permitted through a caterer use per the definition and cannot exist without a food preparation facility. Furthermore, an additional type of food-based industrial use has emerged in the market, where one or more foodservice operators prepare and store food in bulk to be delivered and/or served at an off-site location, commonly known as a commercial or commissary kitchen. As such, the proposed amendments accomplish the following: Establish a new “Commercial Kitchen” use, which allows foodservice operators to prepare and store food in bulk to be delivered and/or served off-site; Consolidating the existing “Caterer” use into the new “Commercial Kitchen” use; Modifying the existing “Food Processing” use into a “Food Processing/Manufacturing” use, and add use standards (footnotes) specific to food procession/manufacturing; Consolidating the separate definitions for food-based industrial uses into the modified “Food Processing/Manufacturing” use, which includes the processing, manufacturing, and packaging of food; Establish a new “Banquet Hall” use, which permits establishments that host private social and business events without needing an on-site kitchen; Establish a “Ghost Kitchen” use which references the existing “Take Out Restaurant” use. Ghost Kitchens will be regulated as take out restaurants, no use changes are 419 proposed for “Take Out Restaurant”. The city has regulated ghost kitchens in this manner before, the addition of a ghost kitchens definition will increase transparency for the public. The proposed changes allow for a more concise and organized regulation of food processing/manufacturing uses, establish banquet hall uses, and clarify the City’s regulation of ghost kitchens. The item was heard on first reading at the December 5, 2023 City Commission meeting, and was approved unanimously. How will this affect city programs or services? N/A Fiscal Impact: There is no fiscal impact to the budget for this item. Attachments: 23-024 Ordinance approving LDR Amendment (Ch 1, Ch 3 and Ch 4) (Commercial Kitchens) - .pdf Staff Report Exhibit A - Proposed Amendments Staff Presentation 420 1 2 3 4 5 6 7 8 9 10 11 12 ORDINANCE NO. 23-024 AN ORDINANCE OF THE CITY OF BOYNTON BEACH, FLORIDA AMENDING THE LAND DEVELOPMENT REGULATIONS CHAPTER 1, ARTICLE II. DEFINITIONS, CHAPTER 3, ARTICLE IV, SECTION 3.D. USE MATRIX AND NOTES, AND CHAPTER 4, ARTICLE V. MINIMUM OFF-STREET PARKING REQUIREMENTS, TO MODIFY AND ADD DEFINITIONS, USE REGULATIONS, AND PARKING FOR COMMERCIAL KITCHEN USES, FOOD PROCESSING/MANUFACTURING, GHOST KITCHENS, AND BANQUET HALLS; PROVIDING FOR CONFLICTS, SEVERABILITY, CODIFICATION AND AN EFFECTIVE DATE. 13 14 15 WHEREAS, several food processing and manufacturing industrial uses are defined based 16 on the type of product processed and manufactured; however they are regulated with the same 17 use standards in the Land Development Regulations; and 18 WHEREAS, staff is proposing to amend such definitions and use standards to be 19 consistent with current market trends and other parts of Land Development Regulations; and 20 WHEREAS, additionally, banquet halls are only permitted through a caterer use per the 21 definition, and cannot exist without a food preparation facility; and 22 WHEREAS, the proposed changes allow for a more concise and organized regulation of 23 food processing/manufacturing uses, establish banquet hall uses, and clarify the City’s regulation 24 of ghost kitchens; and 25 WHEREAS, the City Commission of the City of Boynton Beach has considered the 26 recommendations and has determined that it is in the best interest of the citizens and residents 27 of the City of Boynton Beach, Florida to approve the amendments to the Land Development 28 Regulations as contained herein. 29 NOW THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF 30 BOYNTON BEACH, FLORIDA, THAT: 31 Section 1. The foregoing whereas clauses are true and correct and are now ratified and 32 confirmed by the City Commission. 33 Section 2. City of Boynton Beach Land Development Regulations, Chapter 1. General 34 421 Administration, Article II. Definitions are hereby amended as follows: 35 CHAPTER 1. GENERAL ADMINISTRATION 36 … 37 ARTICLE II. DEFINITIONS 38 … 39 BAKERY, COMMERCIAL - See “KITCHEN, COMMERCIAL” 40 … 41 BANQUET HALL – An establishment available to host private social and business events. 42 The hall may or may not include a kitchen to prepare food for events held at the 43 establishment. Private functions can include, but are not limited to, banquets, weddings, 44 anniversaries, and other similar celebrations. 45 … 46 CATERER - See “KITCHEN, COMMERCIAL” 47 … KITCHEN, COMMERCIAL – An establishment where one or more foodservice operators 48 prepare and store food in bulk to be delivered and/or served at an off-site location. 49 … 50 DAIRY PRODUCTS MFG - See “FOOD PROCESSING/MANUFACTURING” 51 … 52 FOOD PROCESSING/MANUFACTURING - An establishment primarily engaged in 53 processing, manufacturing, and packaging food for consumption off-site. 54 … 55 FROZEN FOOD - See “FOOD PROCESSING/MANUFACTURING” 56 ,,, 57 GHOST KITCHEN – See “RESTAURANT, TAKE-OUT” 58 … 59 ICE CREAM & FROZEN DESSERT - See “FOOD PROCESSING/MANUFACTURING” 60 … 61 RESTAURANT, TAKE-OUT - An establishment engaged in preparing and selling food and 62 beverage items for consumption off the premises, via pick-up, carry-out, or delivery. 63 Alcoholic beverages may be sold in combination with selling food but ultimately, the sale of 64 food constitutes more than fifty-one percent (51%) of its monthly gross revenue. 65 422 … 66 TASTING ROOM - Commercial floor area of a food or beverage manufacturing 67 establishment where the public is allowed and encouraged to purchase, taste, and/or 68 consume the products produced on or off-site. The zoning regulations may contain 69 conditions applicable to tasting rooms with respect to location, size, hours of operation, 70 and the like, in order to maintain the ancillary relationship with the principal use and 71 compatibility with surrounding properties and zoning district. 72 … 73 Section 3. City of Boynton Beach Land Development Regulations, Chapter 3. Zoning, 74 Article IV. Use Regulations is hereby amended as follows: 75 CHAPTER 3. ZONING 76 … 77 ARTICLE IV. USE REGULATIONS 78 … 79 Sec. 3. Use Regulations. 80 D. Use Matrix (Table 3-28).81 423 P = Permitted C = Conditional A = Accessory R-1- AAB R-1- AA R-1- A R-1 R-2 R-3 IPUD PUD MHP C-1 C-2 C-3 C-4 CBD PCD SMU MU-1 MU-2 MU-3 MU-4 MU- C M-1 PID PU REC COMMERCIAL Retail Sales Banquet Hall P P P P P 17 P 17 P 17 P 17 P 17 P 17 Restaurant, Take-out P 18 P 2 8 P 2 P P P P P 17 P 17 P 17 P 17 P 17 P 17 P 59 P 28 A 20 A 20 21 COMMERCIAL Services Caterer A 106 A 106 P P 22 P 26 INDUSTRIAL Manufacturing, Fabrication & Processing Bakery, Commercial P 105 P 105 P 26 Beverage Mfg C 9 P 9 P 26 Brewery, Winery, Distillery C 9 P 9 P 26 Dairy Products Mfg C 105 P 105 P 26 Food Processing/Manufacturi ng C 105 P 105 P 26 Frozen Food C 105 P 105 P 26 Kitchen, Commercial P 105 P 105 P 26 Ice Cream & Frozen Dessert C 105 P 105 P 26 424 5 S:\CA\Ordinances\LDR Changes\LDR Amendment (Ch 1, Ch 3 And Ch 4) (Commercial Kitchens) - Ordinance.Docx … 82 2. General Note. The gross floor area shall not exceed ten thousand (10,000) square feet. 83 … 84 8. General Note. Non-residential uses located in a PUD must serve the needs of the PUD 85 and not the general needs of a surrounding area. Areas designated for commercial activities 86 shall not generally front on exterior or perimeter streets, and shall be located centrally 87 within the project. The only exception to these rules is when a residential mixed-use project 88 would promote new urbanism design standards and helps to further sustainable initiatives. 89 Such developments shall also be designed to further any applicable recommendations 90 within the corresponding redevelopment plan. 91 9. Brewery, Winery, Distillery, and Beverage Mfg. 92 a. All districts. The maximum size of a tasting room shall be less than 50% of the gross 93 floor area for that establishment. No use shall be carried out so as to allow the emission of 94 objectionable or offensive odors or fumes in such concentration as to be readily perceptible 95 at any point at or beyond the boundary of the zoning district. See Chapter 4, Article V, 96 Section 2.E for additional regulations pertaining to off-street parking requirements for 97 tasting rooms. 98 b. C-4 district. If proposed on a site that fronts on an arterial or collector roadway, the 99 establishment shall be required to have an accessory commercial component (i.e., tasting 100 room or retail showroom) to the operation. The size of the tasting room/retail showroom 101 shall be at least ten percent (10%) of the gross floor area or one thousand (1,000) square 102 feet, whichever is greater. This minimum size requirement is not applicable to those 103 establishments which do not front on an arterial or collector roadway. See subparagraph d. 104 below for additional provisions pertaining to beverage manufacturing establishments. 105 c. M-1 District. 106 (1) An accessory commercial component (i.e., tasting room or retail showroom) shall 107 be required for any establishment located on an arterial roadway. In all other instances, an 108 accessory commercial component is optional. 109 (2) No drive-up, drive-through, or drive-in facilities shall be allowed. 110 (3) See subparagraph d. below for additional provisions pertaining to beverage 111 manufacturing establishments. 112 d. Beverage Manufacturing. 113 (1) A tasting room, retail showroom, and/or facility tours shall not be open to the 114 public after 10:00 p.m., except Fridays and Saturdays, whereby it may remain open until 115 11:00 p.m. 116 (2) This type of establishment may be eligible for a live entertainment permit; 117 however, no amplified music shall be allowed. 118 425 6 S:\CA\Ordinances\LDR Changes\LDR Amendment (Ch 1, Ch 3 And Ch 4) (Commercial Kitchens) - Ordinance.Docx (3) No permanent food preparation is allowed on premises. 119 … 120 17. General Note. 121 a. All Mixed-Use Districts. This use shall be integrated into a mixed-use building or 122 development. It must not 1) occupy more than fifty percent (50%) of the gross floor area of 123 any given building or 2) exceed thirty percent (30%) of the gross floor area of the mixed use 124 development. 125 b. MU-1 district, MU-2 district, MU-3 and MU-4 district. The subject use is only allowed 126 on lots fronting on arterial or collector roadways. 127 18. Cultural District Overlay. 128 a. This use is allowed in this zoning district only when proposed on a lot located 129 within the Cultural District Overlay (CDO). 130 b. Schools. Professional and Technical schools allowed in the CDO are limited to those 131 that teach the culinary and visual arts. 132 … 133 20. Reserved. 134 21. General Note. This use is allowed as an accessory use to any city-owned and 135 operated park facility. 136 22. General Note. This non-industrial use is allowed within the M-1 district, provided 137 that it 1) is located within a multiple-tenant development on a lot that fronts on an arterial 138 roadway; 2) does not exceed five thousand (5,000) square feet; 3) excludes a drive-up, 139 drive-through, or drive-in facility; and 4) complies with all off-street parking requirements 140 of Chapter 4, Article V. In addition, the sale of used merchandise is only allowed as 141 accessory to the sale of new merchandise. 142 … 143 26. General Note. This use is allowed within the PID, except that if proposed in Quantum 144 Park, it shall be restricted to a lot that has an Industrial (I) land use option. 145 … 146 28. General Note. This non-industrial use is allowed within the PID district provided it is 147 located 1) on Lot 3B of the Boynton Commerce Center PID; or 2) on a lot with a Mixed Use 148 (MU) land use option fronting on an arterial roadway or on a MU lot with a development 149 order that is not solely for residential development. 150 … 151 54. Mobile Vending Unit (MVU). See Chapter 3, Article V, Section 10 for additional 152 regulations regarding an MVU. 153 426 7 S:\CA\Ordinances\LDR Changes\LDR Amendment (Ch 1, Ch 3 And Ch 4) (Commercial Kitchens) - Ordinance.Docx … 154 59. Restaurant (Take-Out). 155 a. M-1 district. This non-industrial use is allowed within the M-1 district, provided that 156 it 1) is located within a multiple-tenant development; 2) does not exceed two thousand, five 157 hundred (2,500) square feet; 3) excludes a drive-through or drive-in facility; 4) complies 158 with all off-street parking requirements of Chapter 4, Article V; and 5) does not tender 159 transactions on-site unless located on a lot that fronts an arterial or collector roadway. 160 … 161 105. General Note. 162 a. All districts. 163 (1) Slaughtering is not permitted. 164 (2) This industrial use may include an accessory commercial component (i.e., tasting 165 room, retail showroom, and facility tours) unless required or restricted otherwise. The 166 maximum size of an accessory commercial component shall not exceed 20% of the gross 167 floor area for that establishment. 168 (3) No use shall be carried out so as to allow the emission of objectionable or 169 offensive odors or fumes in such concentration as to be readily perceptible at any point at or 170 beyond the boundary of the zoning district. 171 (4) Parking for an accessory commercial component shall be calculated separately 172 and according to the off-street parking requirements of Chapter 4, Article V, Section 2.C. 173 b. C-4 district. 174 (1) If proposed on a site that fronts on an arterial or collector roadway, the 175 establishment shall be required to have an accessory commercial component (i.e., tasting 176 room or retail showroom). The size of the tasting room/retail showroom shall be at least 177 ten percent (10%) of the gross floor area or two-hundred fifty (250) square feet, whichever 178 is greater. This minimum size requirement is not applicable to those establishments which 179 do not front on an arterial or collector roadway. 180 c. M-1 District. 181 (1) If proposed on a site that fronts on an arterial or collector roadway, the 182 establishment shall be required to have an accessory commercial component (i.e., tasting 183 room or retail showroom). The size of the tasting room/retail showroom shall be at least 184 ten percent (10%) of the gross floor area or two-hundred fifty (250) square feet, whichever 185 is greater. This minimum size requirement is not applicable to those establishments which 186 do not front on an arterial or collector roadway. 187 (2) Pick-up, carry-out, drive-through, drive-in, and the like shall not be allowed.… 188 427 8 S:\CA\Ordinances\LDR Changes\LDR Amendment (Ch 1, Ch 3 And Ch 4) (Commercial Kitchens) - Ordinance.Docx 106. Caterer. Allowed only as an accessory use to a restaurant or restaurant, take-out 189 use. 190 … 191 Section 4. City of Boynton Beach Land Development Regulations, Chapter 4, Site 192 Development Standards, Article V, Minimum Off-Street Parking Requirements is hereby amended 193 as follows: 194 CHAPTER 4. SITE DEVELOPMENT STANDARDS 195 … 196 ARTICLE V. MINIMUM OFF-STREET PARKING REQUIREMENTS 197 … 198 Sec. 2. Standards. 199 A. General. 200 1. Rules and Methodology. 201 a. Parking space requirements shall be computed on the basis of the principal use of a 202 structure or lot, and using gross floor area unless stated otherwise in the Land Development 203 Regulations. Gross floor area, for the purposes of this subsection, shall include the floor 204 area occupied by the principal use, plus the floor area occupied by all other enclosed spaces, 205 including but not limited to storage rooms, maintenance and mechanical rooms, offices, 206 lounges, restrooms, lobbies, basements, mezzanines, and hallways. 207 … 208 C. Table 4-18. Commercial and Office & Health Care Uses. Where a use is located in a 209 shopping center, office building, or office-retail complex, the parking space requirement for 210 the shopping center, office building, or office-retail complex in which it is located shall 211 apply; except that where a theater is located in a shopping center the parking space 212 requirement for theaters shall apply for the seating or gross floor area of the theater (see 213 "theater" in Section 3.D. below). 214 Commercial and Office & Health Care Uses Standard Number of Required Parking Spaces Per Square Feet (Unless Expressed Otherwise) Building area is based upon gross floor area (in square feet) unless specifically expressed otherwise. Any non-residential use (minimum): 4 or 1 per 200, whichever is greater1 Shopping center: 1 per 200 428 9 S:\CA\Ordinances\LDR Changes\LDR Amendment (Ch 1, Ch 3 And Ch 4) (Commercial Kitchens) - Ordinance.Docx Office-retail complex: 1 per 200 Restaurant: 1 per 2.5 seats - no less than 1 per 1002 Brewpub: 1 per 2.5 seats - no less than 1 per 1002 Restaurant, take out11: 1 per 300 Bar & night club: 1 per 2.5 seats - no less than 1 per 100 Tap-room: 1 per 2.5 seats - no less than 1 per 100 Micro-brewery, micro-winery, micro-distillery: 1 per 500 of manufacturing area and 1 per 2.5 seats (no less than 1 per 100) for remaining gross square footage Gasoline station: 1 per 2503 Grocery store: 1 per 200 Auto car wash (polishing, waxing, detailing) Automated (no employees): N/A Full-service: 4 per tunnel4 Auto car wash, self-service bay: 2 per bay Auto/motorcycle/truck, trailer, rec. vehicle sales/rental: 1 per 5005 Automotive, repair major and minor 1 per 2507 Automotive, repair (paint and body shops only): 1 per 3008 Boat dealer/rental: 1 per 5006 Banquet Hall 1 per 100 of the gathering area(s) Coin-operated laundry or dry cleaner: 1 per 250 Copying, printing, or sign design: 1 per 300 Funeral home: 1 per 200 Pet care: 1 per 300 Bank and financial office: 1 per 250 Medical or dental office, imaging/testing: 1 per 200 Photography studio: 1 per 300 Personal care (beauty, hair, and nails): 1 per 100 Furniture and home furnishings: 1 per 500 Hospital: 1 per 2.5 beds Taxi, limousine, and charter bus: 1 per 300 Nursery, garden, and farm supply: 1 per 2,000 of outdoor nursery area9 429 10 S:\CA\Ordinances\LDR Changes\LDR Amendment (Ch 1, Ch 3 And Ch 4) (Commercial Kitchens) - Ordinance.Docx Travel agency: 1 per 300 Showroom warehouse (single-product line) 1 per 50010 Business/professional office not listed within this subsection: 1 per 300 Establishments not listed elsewhere within this subsection: 1 per 200 1 Non-residential: For the non-residential components of a mixed use project, parking shall 216 be calculated at a minimum of one (1) parking space for each two hundred (200) square 217 feet of gross floor area. 218 2 Indoor child play areas shall be excluded for this purpose if such areas are 219 designed/delineated separate from dining areas and if twenty percent (20%) or less than 220 the gross floor area of the restaurant. No additional parking spaces are required for outdoor 221 seats provided that the number of outdoor seats is twenty percent (20%) or less than the 222 total number of indoor seats. Additional parking spaces shall be required for outdoor seats 223 in excess of this threshold. 224 3 The required queuing distance at pump islands shall be in accordance with Chapter 4, 225 Article VI, Section 3.F. Gasoline station establishments that contain "automotive, minor 226 repair" shall provide for additional parking spaces (see "automotive, minor repair"). 227 4 Plus one (1) space per seventy-five (75) square feet of detail, washing, and waxing areas. 228 5 Plus required parking spaces for outdoor storage or display of vehicles for sale or for 229 rent. 230 6 Plus one (1) space per ten thousand (10,000) square feet of paved or unpaved outdoor 231 area used for the storage or display of boats for sale or for rent. 232 7 One (1) space per two hundred fifty (250) square feet of gross floor area devoted to 233 office, display of merchandise, and waiting area. In addition, three (3) parking spaces are 234 required for each service bay. The space within a service bay may be counted towards 235 satisfaction of the required parking. However, in no case shall less than four (4) outside 236 parking spaces be provided. 237 8 In addition, each overhead door and interior spray booth may be counted towards 238 satisfaction of the required parking, provided there is the minimum area (the size of a 239 standard parking space) between an overhead door and an interior spray booth. However, 240 in no case shall less than four (4) outside parking spaces be provided. 241 9 Plus required parking for any retail floor area. 242 10 One (1) space per 500 square feet for first 10,000 square feet, then one (1) space per 243 one thousand (1,000) square feet thereafter. 244 430 11 S:\CA\Ordinances\LDR Changes\LDR Amendment (Ch 1, Ch 3 And Ch 4) (Commercial Kitchens) - Ordinance.Docx 11 Take-out restaurants located in M-1 shall be one (1) space per three hundred fifty (350) 245 square feet of gross floor area. 246 … 247 248 E. Table 4-20. Industrial Uses. 249 Industrial Uses Standard Number of Required Parking Spaces Building area size is based upon gross floor area (in square feet) unless specifically expressed otherwise. Any non-residential use (minimum): 4 or 1 per 200, whichever is greater1 Kitchen, Commercial: 1 per 500 Beverage and/or food manufacturing: 1 per 500 2 Brewery, Distillery, Winery 1 per 500 2 Dry cleaning plants: 1 per 500 Publishing and commercial printing: 1 per 500 Packing & shipping, trucking, and moving: 1 per 800 Research & development, scientific/technological: 1 per 300 Warehouse, wholesale, distribution Multi-tenant building, multi-use: 1 per 5003 Single-tenant building, single-use: 1 per 8003 Warehouse, dead-storage 1 per 1,000 431 12 S:\CA\Ordinances\LDR Changes\LDR Amendment (Ch 1, Ch 3 And Ch 4) (Commercial Kitchens) - Ordinance.Docx Industrial Uses Standard Number of Required Parking Spaces Warehouse, internet sales 1 per 7004 Storage, self-service (limited and multi-access): 1 per 75 bays5 Manufacturing and industrial uses not listed elsewhere: 1 per 500 1 Non-residential: For the non-residential components of a mixed use project, parking shall 250 be calculated at a minimum of one (1) parking space for each two hundred (200) square 251 feet of gross floor area. 252 2 Plus one (1) space per 300 square feet for that portion of an accessory tasting room that 253 exceeds 20% of the gross floor area of the establishment. However, in no case shall the size 254 of a tasting room equal or be greater than 50% of the gross floor area. 255 3 Space allocated for accessory office use shall require parking at the ratio required for the 256 principal use, provided that the accessory office use does not exceed twenty percent (20%) 257 of a single-tenant building or twenty percent (20%) of each bay within multi-tenant 258 buildings. Additional parking shall be required at a ratio of one (1) space per three hundred 259 (300) square feet for any accessory office floor area that exceeds twenty percent (20%) of 260 the building/bay(s). 261 4 Plus one (1) space per five hundred (500) square feet of area devoted to 262 showroom/auction room. 263 5 Plus one (1) space per three hundred (300) square feet of office space plus two (2) 264 security spaces, if applicable. 265 266 Section 5. Each and every other provision of the Land Development Regulations not 267 herein specifically amended, shall remain in full force and effect as originally adopted. 268 Section 6. All laws and ordinances applying to the City of Boynton Beach in conflict 269 with any provisions of this ordinance are hereby repealed. 270 Section 7. Should any section or provision of this Ordinance or any portion thereof be 271 declared by a court of competent jurisdiction to be invalid, such decision shall not affect the 272 remainder of this Ordinance. 273 Section 8. Authority is hereby given to codify this Ordinance. 274 432 13 S:\CA\Ordinances\LDR Changes\LDR Amendment (Ch 1, Ch 3 And Ch 4) (Commercial Kitchens) - Ordinance.Docx Section 9. This Ordinance shall become effective immediately. 275 FIRST READING this 5th day of December, 2023. 276 SECOND, FINAL READING AND PASSAGE this 19th day of December, 2023. 277 CITY OF BOYNTON BEACH, FLORIDA 278 279 YES NO 280 Mayor – Ty Penserga _____ _____ 281 282 Vice-Mayor – Thomas Turkin _____ _____ 283 284 Commissioner – Angela Cruz _____ _____ 285 286 Commissioner – Woodrow L. Hay _____ _____ 287 288 Commissioner – Aimee Kelley _____ _____ 289 290 VOTE ______ 291 292 293 294 ATTEST: 295 296 _____________________________ ______________________________ 297 Maylee De Jesús, MPA, MMC Ty Penserga 298 City Clerk Mayor 299 300 APPROVED AS TO FORM: 301 (Corporate Seal) 302 _______________________________ 303 Shawna G. Lamb 304 City Attorney 305 306 433 DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION MEMORANDUM NO. PZ 23-033 STAFF REPORT TO:City Commission THRU:Amanda Radigan, AICP, LEED AP Planning and Zoning Director FROM: Andrew Meyer Senior Planner DATE: November 16, 2023 REQUEST:Approve establishment of new uses and modifications to existing uses (CDRV 23-008) amending the LAND DEVELOPMENT REGULATIONS, Chapter 1, Article II. Definitions, Chapter 3, Article IV, Section 3.D. Use Matrix and Notes, and Chapter 4, Article V. Minimum Off-Street Parking Requirements, to modify and add definitions, use regulations, and parking for commercial kitchen uses, food processing/manufacturing, ghost kitchens, and banquet halls. ________________ OVERVIEW The proposed amendments make modifications and additions of food-based industrial uses, including commercial kitches, food processing/manufacturing, banquet halls, and ghost kitchens. These modifications are in response to changes in the industry and seek to simplify current code language. EXPLANATION & PROPOSED AMENDMENTS Several food processing and manufacturing industrial uses are defined based on the type of product processed and manufactured; however they are regulated with the same use standards in the Land Development Regulations. Staff is proposing to amend such definitions and use standards to be consistent with current market trends and other parts of Land Development Regulations. In addition, banquet halls are only permitted through a caterer use per the definition, and cannot exist without a food preparation facility. Furthermore, an additional type of food-based industrial use has emerged in the market, where one or more foodservice operators prepare and store food in bulk to be delivered and/or served at an off-site location, commonly known as a commercial or commissary kitchen. As such, the proposed amendments accomplish the following: Establish a new “Commercial Kitchen” use, which allows foodservice operators to prepare and store food in bulk to be delivered and/or served off-site; Consolidate the existing “Caterer” and “Commercial Bakery” uses into the new “Commercial Kitchen” use; Modify the existing “Food Processing” use into a “Food Processing/Manufacturing” use, and add use standards (footnotes) specific to food procession/manufacturing; 434 Page 2 Commercial Kitchen Uses CDRV 23-008 2 Consolidate the separate definitions for food-based industrial uses into the modified “Food Processing/Manufacturing” use, which includes the processing, manufacturing, and packaging of food; Establish a new “Banquet Hall” use, which permits establishments that host private social and business events without needing an on-site kitchen; Establish a “Ghost Kitchen” use which references the existing “Take Out Restaurant” use. Ghost Kitchens will be regulated as take out restaurants, no use changes are proposed for “Take Out Restaurant”. The city has regulated ghost kitchens in this manner before, the addition of a ghost kitchens definition will increase transparency for the public. The proposed changes allow for a more concise and organized regulation of food processing/manufacturing uses, establish banquet hall uses, and clarify the City’s regulation of ghost kitchens. CONCLUSION/RECOMMENDATION Staff recommends approval of the subject amendments to the Land Development Regulations to support the aforementioned modifications and additions of food-based industrial uses, including commercial kitchen uses, food processing/manufacturing, ghost kitchens, and banquet halls. Attachments 435 PART III. LAND DEVELOPMENT REGULATIONS CHAPTER 1. GENERAL ADMINISTRATION … ARTICLE II. DEFINITIONS … BAKERY, COMMERCIAL - An establishment primarily engaged in the manufacturing of bread and other bakery products.See “KITCHEN, COMMERCIAL” … BANQUET HALL – An establishment available to host private social and business events. The hall may or may not include a kitchen to prepare food for events held at the establishment. Private functions can include, but are not limited to, banquets, weddings, anniversaries, and other similar celebrations. … CATERER - An establishment primarily engaged in providing single event-based food services. These establishments generally have equipment and vehicles used to prepare and transport meals and/or snacks to events and/or prepare food at an off-premise site. Banquet halls with catering staff are included in this industry. Unless specifically provided for within these Regulations, on-site consumption and/or take-out service is not a permitted accessory use.See “KITCHEN, COMMERCIAL” … KITCHEN, COMMERCIAL – An establishment where one or more foodservice operators prepare and store food in bulk to be delivered and/or served at an off-site location. … DAIRY PRODUCTS MFG - An establishment that manufactures dairy products from raw milk, processed milk, and dairy substitutes. This industrial use may include a subordinate commercial component (i.e., tasting room, retail and facility tours) that is open to the public.See “FOOD PROCESSING/MANUFACTURING” … FOOD PROCESSING/MANUFACTURING - An establishment primarily engaged in processing, manufacturing, and packaging food for consumption off-site. This industrial use may include a subordinate commercial component (i.e., tasting room, retail and facility tours) that is open to the public … 436 FROZEN FOOD - An establishment primarily engaged in processing and freezing fruit, juices, vegetables, and specialty foods, such as dinners, entrees, and side dishes; pizza; whipped toppings; and waffles, pancakes, and french toast. This industrial use may include a subordinate commercial component (i.e., tasting room, retail and facility tours) that is open to the public.See “FOOD PROCESSING/MANUFACTURING” ,,, GHOST KITCHEN – See “RESTAURANT, TAKE-OUT” … ICE CREAM & FROZEN DESSERT - An establishment primarily engaged in the manufacturing frozen desert products such as ice cream, yogurts, ices, sherbets, and other desserts (except bakery products). This industrial use may include a subordinate commercial component (i.e., tasting room, retail and facility tours) that is open to the public.See “FOOD PROCESSING/MANUFACTURING” … RESTAURANT, TAKE-OUT - An establishment engaged in preparing and selling food and beverage items for consumption off the premises, via pick-up, carry-out, or delivery. Alcoholic beverages may be sold in combination with selling food but ultimately, the sale of food constitutes more than fifty-one percent (51%) of its monthly gross revenue. … TASTING ROOM - Commercial floor area of a food or beverage manufacturing establishment where the public is allowed and encouraged to purchase, taste, and/or consume the products produced on or off-site. The zoning regulations may contain conditions applicable to tasting rooms with respect to location, size, hours of operation, and the like, in order to maintain the ancillary relationship with the principal use and compatibility with surrounding properties and zoning district. … CHAPTER 3. ZONING … ARTICLE IV. USE REGULATIONS … Sec. 3. Use Regulations. D. Use Matrix (Table 3-28). 437 P = Permitted C = Conditional A = Accessory R-1- AAB R-1- AA R-1- A R-1 R-2 R-3 IPUD PUD MHP C-1 C-2 C-3 C-4 CBD PCD SMU MU-1 MU-2 MU-3 MU-4 MU- C M-1 PID PU REC COMMERCIAL Retail Sales Banquet Hall P P P P P 17 P 17 P 17 P 17 P 17 P 17 Restaurant, Take-out P 18 P 2 8 P 2 P P P P P 17 P 17 P 17 P 17 P 17 P 17 P 59 P 28 A 20 A 20 21 COMMERCIAL Services Caterer PA 106 PA 106 P P P P 22 C P 26 INDUSTRIAL Manufacturing, Fabrication & Processing Bakery, Commercial CP 105 9 P 9 105 P 26 Beverage Mfg C 9 P 9 P 26 Brewery, Winery, Distillery C 9 P 9 P 26 Dairy Products Mfg C 9 105 P 9 105 P 26 Food Processing/Manufacturi ng C 105 9 P 9 105 P 26 Frozen Food C 9 105 P 9 105 P 26 Kitchen, Commercial P 105 P 105 P 26 Ice Cream & Frozen Dessert C 9 105 P 9 105 P 26 438 … 2. General Note. The gross floor area shall not exceed ten thousand (10,000) square feet. … 8. General Note. Non-residential uses located in a PUD must serve the needs of the PUD and not the general needs of a surrounding area. Areas designated for commercial activities shall not generally front on exterior or perimeter streets, and shall be located centrally within the project. The only exception to these rules is when a residential mixed-use project would promote new urbanism design standards and helps to further sustainable initiatives. Such developments shall also be designed to further any applicable recommendations within the corresponding redevelopment plan. 9. General NoteBrewery, Winery, Distillery, and Beverage Mfg. a. All districts. The maximum size of a tasting room shall be less than 50% of the gross floor area for that establishment. No use shall be carried out so as to allow the emission of objectionable or offensive odors or fumes in such concentration as to be readily perceptible at any point at or beyond the boundary of the zoning district. See Chapter 4, Article V, Section 2.E for additional regulations pertaining to off-street parking requirements for tasting rooms. b. C-4 district. If proposed on a site that fronts on an arterial or collector roadway, the establishment shall be required to have an accessory commercial component (i.e., tasting room or retail showroom) to the operation. The size of the tasting room/retail showroom shall be at least ten percent (10%) of the gross floor area or one thousand (1,000) square feet, whichever is greater. This minimum size requirement is not applicable to those establishments which do not front on an arterial or collector roadway. See subparagraph d. below for additional provisions pertaining to beverage manufacturing establishments. c. M-1 District. (1) An accessory commercial component (i.e., tasting room or retail showroom) shall be required for any establishment located on an arterial roadway. In all other instances, an accessory commercial component is optional. (2) No drive-up, drive-through, or drive-in facilities shall be allowed. (3) See subparagraph d. below for additional provisions pertaining to beverage manufacturing establishments. d. Beverage Manufacturing. (1) A tasting room, retail showroom, and/or facility tours shall not be open to the public after 10:00 p.m., except Fridays and Saturdays, whereby it may remain open until 11:00 p.m. (2) This type of establishment may be eligible for a live entertainment permit; however, no amplified music shall be allowed. 439 (3) No permanent food preparation is allowed on premises. … 17. General Note. a. All Mixed-Use Districts. This use shall be integrated into a mixed-use building or development. It must not 1) occupy more than fifty percent (50%) of the gross floor area of any given building or 2) exceed thirty percent (30%) of the gross floor area of the mixed use development. b. MU-1 district, MU-2 district, MU-3 and MU-4 district. The subject use is only allowed on lots fronting on arterial or collector roadways. 18. Cultural District Overlay. a. This use is allowed in this zoning district only when proposed on a lot located within the Cultural District Overlay (CDO). b. Schools. Professional and Technical schools allowed in the CDO are limited to those that teach the culinary and visual arts. … 20. Reserved. 21. General Note. This use is allowed as an accessory use to any city-owned and operated park facility. 22. General Note. This non-industrial use is allowed within the M-1 district, provided that it 1) is located within a multiple-tenant development on a lot that fronts on an arterial roadway; 2) does not exceed five thousand (5,000) square feet; 3) excludes a drive-up, drive-through, or drive-in facility; and 4) complies with all off-street parking requirements of Chapter 4, Article V. In addition, the sale of used merchandise is only allowed as accessory to the sale of new merchandise. … 26. General Note. This use is allowed within the PID, except that if proposed in Quantum Park, it shall be restricted to a lot that has an Industrial (I) land use option. … 28. General Note. This non-industrial use is allowed within the PID district provided it is located 1) on Lot 3B of the Boynton Commerce Center PID; or 2) on a lot with a Mixed Use (MU) land use option fronting on an arterial roadway or on a MU lot with a development order that is not solely for residential development. … 54. Mobile Vending Unit (MVU). See Chapter 3, Article V, Section 10 for additional regulations regarding an MVU. 440 … 59. Restaurant (Take-Out). a. M-1 district. This non-industrial use is allowed within the M-1 district, provided that it 1) is located within a multiple-tenant development; 2) does not exceed two thousand, five hundred (2,500) square feet; 3) excludes a drive-through or drive-in facility; 4) complies with all off-street parking requirements of Chapter 4, Article V; and 5) does not tender transactions on-site unless located on a lot that fronts an arterial or collector roadway. … 105. General Note. a. All districts. (1) Slaughtering is not permitted. (2) This industrial use may include an accessory commercial component (i.e., tasting room, retail showroom, and facility tours) unless required or restricted otherwise. The maximum size of an accessory commercial component shall not exceed 20% of the gross floor area for that establishment. (3) No use shall be carried out so as to allow the emission of objectionable or offensive odors or fumes in such concentration as to be readily perceptible at any point at or beyond the boundary of the zoning district. (4) Parking for an accessory commercial component shall be calculated separately and according to the off-street parking requirements of Chapter 4, Article V, Section 2.C. b. C-4 district. (1) If proposed on a site that fronts on an arterial or collector roadway, the establishment shall be required to have an accessory commercial component (i.e., tasting room or retail showroom). The size of the tasting room/retail showroom shall be at least ten percent (10%) of the gross floor area or two-hundred fifty (250) square feet, whichever is greater. This minimum size requirement is not applicable to those establishments which do not front on an arterial or collector roadway. c. M-1 District. (1) If proposed on a site that fronts on an arterial or collector roadway, the establishment shall be required to have an accessory commercial component (i.e., tasting room or retail showroom). The size of the tasting room/retail showroom shall be at least ten percent (10%) of the gross floor area or two-hundred fifty (250) square feet, whichever is greater. This minimum size requirement is not applicable to those establishments which do not front on an arterial or collector roadway. (2) Pick-up, carry-out, drive-through, drive-in, and the like shall not be allowed. 441 … 106. Caterer. Allowed only as an accessory use to a restaurant or restaurant, take-out use. … CHAPTER 4. SITE DEVELOPMENT STANDARDS … ARTICLE V. MINIMUM OFF-STREET PARKING REQUIREMENTS … Sec. 2. Standards. A. General. 1. Rules and Methodology. a. Parking space requirements shall be computed on the basis of the principal use of a structure or lot, and using gross floor area unless stated otherwise in this articlethe Land Development Regulations. Gross floor area, for the purposes of this subsection, shall include the floor area occupied by the principal use, plus the floor area occupied by all other enclosed spaces, including but not limited to storage rooms, maintenance and mechanical rooms, offices, lounges, restrooms, lobbies, basements, mezzanines, and hallways. … C. Table 4-18. Commercial and Office & Health Care Uses. Where a use is located in a shopping center, office building, or office-retail complex, the parking space requirement for the shopping center, office building, or office-retail complex in which it is located shall apply; except that where a theater is located in a shopping center the parking space requirement for theaters shall apply for the seating or gross floor area of the theater (see "theater" in Section 3.D. below). Commercial and Office & Health Care Uses Standard Number of Required Parking Spaces Per Square Feet (Unless Expressed Otherwise) Building area is based upon gross floor area (in square feet) unless specifically expressed otherwise. Any non-residential use (minimum): 4 or 1 per 200, whichever is greater1 Shopping center: 1 per 200 Office-retail complex: 1 per 200 Restaurant: 1 per 2.5 seats - no less than 1 per 1002 442 Brewpub: 1 per 2.5 seats - no less than 1 per 1002 Restaurant, take out11: 1 per 300 Bar & night club: 1 per 2.5 seats - no less than 1 per 100 Tap-room: 1 per 2.5 seats - no less than 1 per 100 Micro-brewery, micro-winery, micro- distillery: 1 per 500 of manufacturing area and 1 per 2.5 seats (no less than 1 per 100) for remaining gross square footage Gasoline station: 1 per 2503 Grocery store: 1 per 200 Auto car wash (polishing, waxing, detailing) Automated (no employees): N/A Full-service: 4 per tunnel4 Auto car wash, self-service bay: 2 per bay Auto/motorcycle/truck, trailer, rec. vehicle sales/rental: 1 per 5005 Automotive, repair major and minor 1 per 2507 Automotive, repair (paint and body shops only): 1 per 3008 Boat dealer/rental: 1 per 5006 Banquet Hall 1 per 100 of the gathering area(s) Coin-operated laundry or dry cleaner: 1 per 250 Copying, printing, or sign design: 1 per 300 Funeral home: 1 per 200 Pet care: 1 per 300 Bank and financial office: 1 per 250 Medical or dental office, imaging/testing: 1 per 200 Photography studio: 1 per 300 Personal care (beauty, hair, and nails): 1 per 100 Furniture and home furnishings: 1 per 500 Hospital: 1 per 2.5 beds Taxi, limousine, and charter bus: 1 per 300 Nursery, garden, and farm supply: 1 per 2,000 of outdoor nursery area9 Travel agency: 1 per 300 Showroom warehouse (single-product line) 1 per 50010 443 Business/professional office not listed within this subsection: 1 per 300 Establishments not listed elsewhere within this subsection: 1 per 200 1 Non-residential: For the non-residential components of a mixed use project, parking shall be calculated at a minimum of one (1) parking space for each two hundred (200) square feet of gross floor area. 2 Indoor child play areas shall be excluded for this purpose if such areas are designed/delineated separate from dining areas and if twenty percent (20%) or less than the gross floor area of the restaurant. No additional parking spaces are required for outdoor seats provided that the number of outdoor seats is twenty percent (20%) or less than the total number of indoor seats. Additional parking spaces shall be required for outdoor seats in excess of this threshold. 3 The required queuing distance at pump islands shall be in accordance with Chapter 4, Article VI, Section 3.F. Gasoline station establishments that contain "automotive, minor repair" shall provide for additional parking spaces (see "automotive, minor repair"). 4 Plus one (1) space per seventy-five (75) square feet of detail, washing, and waxing areas. 5 Plus required parking spaces for outdoor storage or display of vehicles for sale or for rent. 6 Plus one (1) space per ten thousand (10,000) square feet of paved or unpaved outdoor area used for the storage or display of boats for sale or for rent. 7 One (1) space per two hundred fifty (250) square feet of gross floor area devoted to office, display of merchandise, and waiting area. In addition, three (3) parking spaces are required for each service bay. The space within a service bay may be counted towards satisfaction of the required parking. However, in no case shall less than four (4) outside parking spaces be provided. 8 In addition, each overhead door and interior spray booth may be counted towards satisfaction of the required parking, provided there is the minimum area (the size of a standard parking space) between an overhead door and an interior spray booth. However, in no case shall less than four (4) outside parking spaces be provided. 9 Plus required parking for any retail floor area. 10 One (1) space per 500 square feet for first 10,000 square feet, then one (1) space per one thousand (1,000) square feet thereafter. 11 Take-out restaurants located in M-1 shall be one (1) space per three hundred fifty (350) square feet of gross floor area. … 444 E. Table 4-20. Industrial Uses. Industrial Uses Standard Number of Required Parking Spaces Building area size is based upon gross floor area (in square feet) unless specifically expressed otherwise. Any non-residential use (minimum): 4 or 1 per 200, whichever is greater1 Kitchen, Commercial: 1 per 500 Beverage and/or food manufacturing: 1 per 500 2 Brewery, Distillery, Winery 1 per 500 2 Dry cleaning plants: 1 per 500 Publishing and commercial printing: 1 per 500 Packing & shipping, trucking, and moving: 1 per 800 Research & development, scientific/technological: 1 per 300 Warehouse, wholesale, distribution Multi-tenant building, multi-use: 1 per 5003 Single-tenant building, single-use: 1 per 8003 Warehouse, dead-storage 1 per 1,000 Warehouse, internet sales 1 per 7004 Storage, self-service (limited and multi-access): 1 per 75 bays5 445 Industrial Uses Standard Number of Required Parking Spaces Manufacturing and industrial uses not listed elsewhere: 1 per 500 1 Non-residential: For the non-residential components of a mixed use project, parking shall be calculated at a minimum of one (1) parking space for each two hundred (200) square feet of gross floor area. 2 Plus one (1) space per 300 square feet for that portion of an accessory tasting room that exceeds 20% of the gross floor area of the establishment. However, in no case shall the size of a tasting room equal or be greater than 50% of the gross floor area. 3 Space allocated for accessory office use shall require parking at the ratio required for the principal use, provided that the accessory office use does not exceed twenty percent (20%) of a single-tenant building or twenty percent (20%) of each bay within multi-tenant buildings. Additional parking shall be required at a ratio of one (1) space per three hundred (300) square feet for any accessory office floor area that exceeds twenty percent (20%) of the building/bay(s). 4 Plus one (1) space per five hundred (500) square feet of area devoted to showroom/auction room. 5 Plus one (1) space per three hundred (300) square feet of office space plus two (2) security spaces, if applicable. 446 Food-Based Industrial Uses, Commercial Kitchens, Banquet Halls, and Ghost Kitchens LDR Amendment CDRV 23-008 447 Summary of Changes • Food Processing/Manufacturing • Commercial Kitchen • Banquet Hall • Ghost Kitchen 448 Food Processing/Manufacturing Currently: •Food-based industrial uses are defined by the type of product created •They are regulated with the same use standards, regardless of product type, and are regulated like Brewery/Winery/Distillery uses. What’s Changing: •Modify the existing “Food Processing” use into a “Food Processing/Manufacturing” use. •Separate the use standards for “Food Processing” and other food-based industrial uses from the Brewery/Winery/Distillery use standards and into their own standards. •Consolidate food-based industrial use definitions into the “Food Processing/Manufacturing” definition: •Dairy Products Manufacturing •Frozen Food •Ice Cream & Frozen Dessert 449 Commercial Kitchen Currently: •Commercial Kitchen: a use which allows foodservice operators to prepare and store food in bulk to be delivered and/or served off-site. •LDRs do not provide for a commercial kitchen use. What’s Changing: •Establish a “Commercial Kitchen” use, permitted in C-4, M-1, and PID zoning districts. •“Caterer” modified to be only accessory to restaurants in C-2 and C-3, removed from PCD and CBD. •Consolidate existing definition of “Commercial Bakery” and “Caterer” uses into the “Commercial Kitchen” definition. •However, Banquet Halls are currently included in the definition of “Caterer”… 450 Banquet Hall Currently: • Banquet Halls are not defined but are included in the current definition of “Caterer”. • The consolidation of “Caterer” under “Commercial Kitchen” use would remove banquet hall uses from the code. What’s Changing: • Establish a “Banquet Hall” use, permitted in all Commercial zoning districts except C-1, and all Mixed-Use zoning districts. • Establish parking standards for “Banquet Hall” uses (1 per 100 square feet of gathering area) 451 Ghost Kitchens Currently: • Ghost Kitchens: Similar to take-out restaurants, except that orders are received only digitally. • Code interpretation applies the “Take Out Restaurant” use to these use types. What’s Changing: • Define a “Ghost Kitchen” use to reference “Take-Out Restaurant” uses, formalizing the code interpretation. 452 Proposed Use Changes CATERER (w/ BANQUET HALL) COMMERCIAL BAKERY DAIRY PRODUCTS MFG FOOD PROCESSING FROZEN FOOD ICE CREAM & FROZEN DESSERT TAKE-OUT RESTAURANT BANQUET HALL COMMERCIAL KITCHEN FOOD PROCESSING/MANUFACTURING GHOST KITCHEN TAKE-OUT RESTAURANT Existing Proposed 453 Overall What’s NOT Changing: • “Take-Out Restaurants/Ghost Kitchen” uses are not being expanded to nor removed from any new/existing zoning districts. • “Food Manufacturing/Processing” uses are not being expanded nor removed from any new/existing zoning districts. • “Caterer” uses are not being expanded to any new/existing zoning districts. 454 Questions? 455 City of Boynton Beach Agenda Item Request Form 8.D Public Hearing 6 P.M. or as soon thereafter as the agenda permits. The City Commission will conduct these public hearings in its dual capacity as Local Planning Agency and City Commission. 12/19/2023 Meeting Date: 12/19/2023 Proposed Ordinance No. 23-025- Second Reading- An Ordinance of The City of Boynton Beach, Florida amending the Land Development Regulations, Chapter 4, Article V, Section 3. Special Reductions in Required Off-Street Parking, to add "Multi-Tenant Building" to warehouse, wholesale, and distribution; providing for conflicts, severability, codification and an effective date. Requested Action: Approve Proposed Ordinance No. 23-025 on Second Reading. Explanation of Request: Parking reductions for sustainability for warehouse, wholesale, and distribution industrial use are allowed for a building with a single-tenant; however, such a reduction does not include a multi-tenant building with the same use. Traditional industrial developments, both multi-tenant and single-tenant, typically contain vast quantities of paved surfaces and provide minimal pervious areas. With the advancement of technology, current industrial uses have modernized and reduced their staffing needs, which in turn reduced the parking demand and lessened the need for a surplus in parking supply. An analysis of multi-tenant warehouse buildings located within similar urban settings revealed that a parking supply of one (1) parking space per 1,000 square feet exceeds the parking demand generated by multi-tenant buildings. The proposed amendment expands the applicability of the parking reductions for sustainability to include a multi-tenant warehouse, wholesale, and distribution use at a parking ratio of one (1) parking space per 1,000 square feet, subject to meeting all requirements contained within Chapter 4, Article V, Section 3. This modification is in response to changes in the current industry and seeks to provide an option that can increase the previous area within the site, reduce parking fields, and promote sustainable site design. How will this affect city programs or services? N/A Fiscal Impact: There is no fiscal impact to the budget for this item. Attachments: 23-025 Ordinance Amending (Ch 4 Art V Sec 3) (Off-street parking).pdf 456 CDRV 23-009 Staff Report_FINAL.docx CDRV 23-009 Amendments to Parking Reductions for Sustainability.pdf CDRV 23-009 - Staff Presentation_.pptx 457 1 S:\CA\Ordinances\LDR Changes\LDR Amendment (Ch 4 Art V Sec 3) (Off-Street Parking)- Ordinance.Docx 1 2 3 4 5 6 7 8 9 ORDINANCE NO. 23-025 AN ORDINANCE OF THE CITY OF BOYNTON BEACH, FLORIDA AMENDING THE LAND DEVELOPMENT REGULATIONS, CHAPTER 4, ARTICLE V, SECTION 3. SPECIAL REDUCTIONS IN REQUIRED OFF-STREET PARKING, TO ADD “MULTI-TENANT BUILDING” TO WAREHOUSE, WHOLESALE, AND DISTRIBUTION; PROVIDING FOR CONFLICTS, SEVERABILITY, CODIFICATION AND AN EFFECTIVE DATE.10 11 12 WHEREAS, parking reductions for sustainability for warehouse, wholesale, and distribution 13 industrial use are allowed for a building with a single-tenant; however, such a reduction does not 14 include a multi-tenant building with the same use; and 15 WHEREAS, an analysis of multi-tenant warehouse buildings located within similar urban 16 settings revealed that a parking supply of one (1) parking space per 1,000 square feet exceeds the 17 parking demand generated by multi-tenant buildings; and 18 WHEREAS, the proposed amendment expands the applicability of the parking reductions 19 for sustainability to include a multi-tenant warehouse, wholesale, and distribution use at a parking 20 ratio of one (1) parking space per 1,000 square feet, subject to meeting all requirements contained 21 within Chapter 4, Article V, Section 3; and 22 WHEREAS, this modification is in response to changes in the current industry and seeks to 23 provide an option that can increase the previous area within the site, reduce parking fields, and 24 promote sustainable site design; and 25 WHEREAS, the City Commission of the City of Boynton Beach has considered the 26 recommendations and has determined that it is in the best interest of the citizens and residents of 27 the City of Boynton Beach, Florida to approve the amendments to the Land Development 28 Regulations as contained herein. 29 NOW THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF 30 BOYNTON BEACH, FLORIDA, THAT: 31 Section 1. The foregoing whereas clauses are true and correct and are now ratified and 32 confirmed by the City Commission. 33 458 2 S:\CA\Ordinances\LDR Changes\LDR Amendment (Ch 4 Art V Sec 3) (Off-Street Parking)- Ordinance.Docx Section 2. City of Boynton Beach Land Development Regulations, Chapter 4, Article V, 34 Section 3. Special Reductions in Required Off-Street Parking is hereby amended as follows: 35 CHAPTER 4. SITE DEVELOPMENT STANDARDS 36 … 37 ARTICLE V. MINIMUM OFF-STREET PARKING REQUIREMENTS 38 … 39 Sec. 3. Special Reductions in Required Off-Street Parking 40 … 41 G. Parking Reductions for Sustainability. To promote or recognize sustainable design or 42 operation, including increased pervious area, reduced parking fields, promotion of mass transit 43 and uses of renewable energy sources, lower parking requirements will be granted to eligible 44 developments as follows: 45 46 47 48 1 Only represents the base minimum parking rations. Other requirements may also apply 49 including parking for guests and recreation area as describe in other sections of the Land 50 Development Regulations. 51 … 52 53 Section 3. Each and every other provision of the Land Development Regulations not 54 herein specifically amended, shall remain in full force and effect as originally adopted. 55 Section 4. All laws and ordinances applying to the City of Boynton Beach in conflict 56 with any provisions of this ordinance are hereby repealed. 57 Use Minimum Number of Required Parking Spaces 1 Building area is based on gross floor area unless specifically expressed otherwise. Efficiency or one (1)-bedroom apartment 1.33 Two (2) or more bedroom apartment 1.66 Shopping center 1 per 250 Office - Retail complex 1 per 250 Grocery store 1 per 250 Industrial Uses: - Packing & shipping, trucking, and moving - Warehouse, W holesale, Distribution (Single-tenant or multi-tenant building) - Warehouse, Internet sales 1 per 1000 459 3 S:\CA\Ordinances\LDR Changes\LDR Amendment (Ch 4 Art V Sec 3) (Off-Street Parking)- Ordinance.Docx Section 5. Should any section or provision of this Ordinance or any portion thereof be 58 declared by a court of competent jurisdiction to be invalid, such decision shall not affect the 59 remainder of this Ordinance. 60 Section 6. Authority is hereby given to codify this Ordinance. 61 Section 7. This Ordinance shall become effective immediately. 62 FIRST READING this 5th day of December, 2023. 63 SECOND, FINAL READING AND PASSAGE this 19th day of December, 2023. 64 CITY OF BOYNTON BEACH, FLORIDA 65 66 YES NO 67 Mayor – Ty Penserga _____ _____ 68 69 Vice-Mayor – Thomas Turkin _____ _____ 70 71 Commissioner – Angela Cruz _____ _____ 72 73 Commissioner – Woodrow L. Hay _____ _____ 74 75 Commissioner – Aimee Kelley _____ _____ 76 77 VOTE ______ 78 ATTEST: 79 80 _____________________________ ______________________________ 81 Maylee De Jesús, MPA, MMC Ty Penserga 82 City Clerk Mayor 83 84 APPROVED AS TO FORM: 85 (Corporate Seal) 86 87 _______________________________ 88 Shawna G. Lamb 89 City Attorney 90 460 DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION MEMORANDUM NO. PZ 23-034 STAFF REPORT TO:Mayor Ty Penserga and Members of the City Commission THRU:Amanda Radigan, AICP, LEED AP Planning and Zoning Director FROM: Craig Pinder Senior Planner DATE: November 16, 2023 REQUEST:Approve modification (CDRV 23-009) to Part III. LAND DEVELOPMENT REGULATIONS, amending Chapter 4, Article V, Section 3.G. Parking Reductions for Sustainability, to add “multi-tenant building” to Warehouse, Wholesale, Distribution. ________________ EXPLANATION & PROPOSED AMENDMENT Parking reductions for sustainability for a warehouse, wholesale, and distribution industrial use are allowed to a building with a single-tenant; however such a reduction does not include a multi- tenant building with the same use. Traditional industrial developments, both multi-tenant and single-tenant, typically contain vast quantities of paved surfaces and provide minimal pervious areas. With the advancementof technology, current industrial uses have modernized and reduced their staffing needs, which in turn reduced the parking demand and lessened the need for a surplus in parking supply. An analysis of multi-tenant warehouse buildings located within similar urban settings revealed that a parking supply of one (1) parking space per 1,000 square feet exceeds the parking demand generated by multi-tenant buildings. The proposed amendment expands the applicability of the parking reductions for sustainability to include a multi-tenant warehouse, wholesale, and distribution use at a parking ratio of one (1)parking space per 1,000 square feet, subject to meeting all requirements contained within Chapter 4, Article V, Section 3. This modification is in response to changes in the current industry and seeks to provide an option that can increase the pervious area within the site, reduce parking fields, and promote sustainable site design. CONCLUSION/RECOMMENDATION Staff recommends approval of the subject amendment to the Land Development Regulations to allow parking reductions for sustainability for multi-tenant warehouse, wholesale, and distribution industrial uses. Attachment 461 PART III LAND DEVELOPMENT REGULATIONS … CHAPTER 4. SITE DEVELOPMENT STANDARDS … ARTICLE V. MINIMUM OFF-STREET PARKING REQUIREMENTS … Sec. 3. Special Reductions in Required Off-Street Parking … G. Parking Reductions for Sustainability. To promote or recognize sustainable design or operation, including increased pervious area, reduced parking fields, promotion of mass transit and uses of renewable energy sources, lower parking requirements will be granted to eligible developments as follows: Use Minimum Number of Required Parking Spaces 1 Building area is based on gross floor area unless specifically expressed otherwise. Efficiency or one (1)-bedroom apartment 1.33 Two (2) or more bedroom apartment 1.66 Shopping center 1 per 250 Office - Retail complex 1 per 250 Grocery store 1 per 250 Industrial Uses: - Packing & shipping, trucking, and moving - Warehouse, Wholesale, Distribution (Single-tenant or multi-tenant building) - Warehouse, Internet sales 1 per 1000 1 Only represents the base minimum parking rations. Other requirements may also apply including parking for guests and recreation area as describe in other sections of the Land Development Regulations. … 462 Modification to Parking Reductions for Sustainability Code Amendment CDRV 23-009 December 5, 2023 463 Summary of Changes Minor amendment to Parking Reductions for Sustainability for Warehouse, Wholesale, and Distribution Industrial Uses • Amendment proposes to also allow multi-tenant buildings to utilize the parking reduction. • Single-tenant buildings allowed to use parking reduction. • Parking reduction allows a parking ratio of 1 parking space per 1,000 sq. ft. 464 Precedents Hialeah Gardens: • Code requires 1 parking space per 400 sq. ft. up to the first 5,000 sq. ft., then 1 per each additional 2,000 sq. ft. • MidPoint Miami Logistics Park o 312,834 s.f. multi-tenant warehouse completed in 2021 o Parking ratio of 1 parking space per 1,000 square feet o 100% occupied o Estimated usage: 25-40% daily 465 Precedents Pompano Beach: • Code requires 1 parking space per 750 sq. ft. for the first 3,000 sq. ft. of floor area, then 1 parking space per 2,500 sq. ft. for additional floor area. • Cypress Pointe o 156,000 s.f. multi-tenant warehouse completed in 2022 o Parking ratio of 0.9 parking spaces per 1,000 sq. ft. o 100% occupied o Estimated usage: ~50% daily 466 Precedents Doral: • Code requires 1 parking space per 1,000 sq. ft. for the first 10,000 sq. ft. of floor area, then 1 parking space per 2,000 sq. ft. thereafter. • Miami Central Commons – Phase 1 o 314,575 sq. ft. multi-tenant warehouse completed in 2019 o Parking ratio of 1.2 parking spaces per 1,000 sq. ft. o 100% occupied o Estimated usage: 25%-40% daily 467 Conclusion Based on the review of the parking regulations from other cities, staff has determined that a reduced parking ratio of 1 space per 1,000 sq. ft. won’t negatively effect the daily operations of multi-tenant warehouse, wholesale, and distribution industrial uses, and promotes sustainable site design principles. Staff recommends approval of the subject amendment to the Land Development Regulations to allow parking reductions at a rate of 1 parking space per 1,000 sq. ft. for sustainability for multi-tenant warehouse, wholesale, and distribution industrial uses. 468 Questions? 469 City of Boynton Beach Agenda Item Request Form 11.A New Business 12/19/2023 Meeting Date: 12/19/2023 Executive report for force main break near lift station No. 356 at East Boynton Beach Boulevard. Requested Action: Presentation by Poonam Kalkat, Director of Utilities, on the executive report for the force main break near lift station No. 356 at East Boynton Beach Boulevard. Explanation of Request: Discussion of after action report for the force main break near Lift Station No. 356 at East Boynton Beach Boulevard. Attachments: Final After Action Report Oct 2023.pdf Commission_Presentation_Spill_response-Final__1_.pdf 470 471 472 473 474 475 476 477 478 479 480 481 482 SCRWTP Scada Data Date Average Flow (MGD) 6/15/2023 9.11 6/16/2023 9.17 6/17/2023 9.21 6/18/2023 9.12 6/19/2023 8.91 6/20/2023 9.86 6/21/2023 10.93 6/22/2023 9.71 6/23/2023 9.72 6/24/2023 9.62 6/25/2023 9.47 6/26/2023 9.30 6/27/2023 9.00 6/28/2023 9.17 6/29/2023 10.02 6/30/2023 10.16 Min: 8.9 Max: 10.9 Average: 9.5 Mideam: 9.3 Flow Decrease Date Average Flow (MGD) (MGD) 7/1/2023 7.99 1.51 7/2/2023 4.37 5.13 7/3/2023 4.99 4.51 7/4/2023 5.47 4.03 7/5/2023 5.25 4.25 7/6/2023 6.56 2.94 Average Total in Min: 4.4 per Day 6 days Max: 8.0  pre Spill: 9.5 57.0 Average: 5.8 Spill: 5.8 34.8 Mideam: 5.4 Difference: 22 Total 22 Start Date End Date Average Flow (MGD) 27‐Feb 29‐Mar 9.93 29‐Mar 28‐Apr 9.06 28‐Apr 28‐May 9.35 28‐May 27‐Jun 9.71 Min: 9.1 Max: 9.9 Average: 9.5 Mideam: 9.5 Pre‐Spill Spill 30 Day Trend Page 1 of 1 483 484 Enterococci (MPN/100ml) Date Collected:7/6/2023 7/7/2023 7/8/2023 7/9/2023 7/10/2023 7/11/2023 7/12/2023 7/13/2023 7/14/2023 7/15/2023 Sample Points POE >24196 24196 2646 391 422 359 19863 372 813 75 Upstream 1314 422 230 545 51 63 94 41 83 52 Downstream 8164 41 109 109 20 20 <10 20 20 10 Woolbright Bridge 677 108 75 119 20 <10 31 200 51 Boat Ramp 20 50 10 10 10 <10 10 10 20 Date Collected:7/16/2023 7/17/2023 7/18/2023 7/19/2023 7/20/2023 7/21/2023 7/24/2023 7/25/2023 7/26/2023 7/27/2023 Sample Points POE 9139 5712 <10 354 350 20 12000 315 52 <10 Upstream 336 199 118 20 10 <10 30 <10 Downstream 41 144 <10 20 20 10 10 <10 Woolbright Bridge 95 262 <10 <10 20 10 52 <10 Boat Ramp 31 41 147 31 <10 20 <10 <10 Date Collected:7/28/2023 7/31/2023 8/1/2023 8/2/2023 8/3/2023 8/4/2023 8/7/2023 8/8/2023 8/9/2023 8/10/2023 Sample Points POE 7215 10 63 <10 10 <10 138 52 <10 <10 Upstream 281 73 85 41 75 10 10 <10 10 10 Downstream 158 31 41 10 <10 10 61 20 <10 10 Woolbright Bridge 1081 10 95 10 <10 <10 10 20 10 10 Boat Ramp 10 10 52 63 <10 199 10 <10 <10 10 Page 1 of 1 625 E Boynton Beach Blvd. Spill July 2023 485 #=CL# July 11, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35811330 35811330 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 06, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11486 #=CP# CERTIFICATIONS Pace Project No.: Project: 35811330 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11487 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35811330 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35811330001 Trip Blank Water 07/06/23 12:45 07/06/23 16:38 35811330002 POE Water 07/06/23 13:47 07/06/23 16:38 35811330003 Upstream Water 07/06/23 13:25 07/06/23 16:38 35811330004 Down stream Water 07/06/23 12:52 07/06/23 16:38 35811330005 WOOLBRIGHT BRIDGE Water 07/06/23 13:11 07/06/23 16:38 35811330006 BOAT RAMP Water 07/06/23 13:34 07/06/23 16:38 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11488 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35811330 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35811330001 Trip Blank Enterolert/Quanti-Tray 1 PASI-SFLTP 35811330002 POE Enterolert/Quanti-Tray 1 PASI-SFLTP 35811330003 Upstream Enterolert/Quanti-Tray 1 PASI-SFLTP 35811330004 Down stream Enterolert/Quanti-Tray 1 PASI-SFLTP 35811330005 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFLTP 35811330006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFLTP PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11489 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35811330 4500145 Sample:Trip Blank Lab ID:35811330001 Collected:07/06/23 12:45 Received:07/06/23 16:38 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100 mL 07/07/23 17:1007/06/23 17:081.0 11.0 Sample:POE Lab ID:35811330002 Collected:07/06/23 13:47 Received:07/06/23 16:38 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci >24196 MPN/100 mL 07/07/23 17:10 EI07/06/23 17:0810.0 1010.0 Sample:Upstream Lab ID:35811330003 Collected:07/06/23 13:25 Received:07/06/23 16:38 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1310 MPN/100 mL 07/07/23 17:1007/06/23 17:0810.0 1010.0 Sample:Down stream Lab ID:35811330004 Collected:07/06/23 12:52 Received:07/06/23 16:38 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 8160 MPN/100 mL 07/07/23 17:1007/06/23 17:0810.0 1010.0 Sample:WOOLBRIGHT BRIDGE Lab ID:35811330005 Collected:07/06/23 13:11 Received:07/06/23 16:38 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 677 MPN/100 mL 07/07/23 17:1007/06/23 17:0810.0 1010.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 10:00 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11490 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35811330 4500145 Sample:BOAT RAMP Lab ID:35811330006 Collected:07/06/23 13:34 Received:07/06/23 16:38 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 20.0 MPN/100 mL 07/07/23 17:1007/06/23 17:0810.0 1010.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 10:00 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11491 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35811330 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 932498 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35811330001, 35811330002, 35811330003, 35811330004, 35811330005, 35811330006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5123658 Associated Lab Samples:35811330001, 35811330002, 35811330003, 35811330004, 35811330005, 35811330006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/07/23 17:101.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 10:00 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11492 #=QL# QUALIFIERS Pace Project No.: Project: 35811330 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U Reported value should be considered a minimum estimate since it is the maximum reportable number for this method based on the sample volume used. The true value is likely greater than the value reported.EI REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 10:00 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11493 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35811330 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35811330001 932498 932499Trip Blank Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35811330002 932498 932499POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35811330003 932498 932499UpstreamEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35811330004 932498 932499Down stream Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35811330005 932498 932499WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35811330006 932498 932499BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 10:00 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11494 Page 10 of 11495 Page 11 of 11496 #=CL# July 11, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35811332 35811332 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 07, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11497 #=CP# CERTIFICATIONS Pace Project No.: Project: 35811332 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11498 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35811332 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35811332001 Trip Blank Water 07/07/23 08:35 07/07/23 10:30 35811332002 POE Water 07/07/23 09:50 07/07/23 10:30 35811332003 Upstream Water 07/07/23 09:25 07/07/23 10:30 35811332004 Down stream Water 07/07/23 09:15 07/07/23 10:30 35811332005 WOOLBRIGHT BRIDE Water 07/07/23 09:05 07/07/23 10:30 35811332006 BOAT RAMP Water 07/07/23 09:35 07/07/23 10:30 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11499 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35811332 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35811332001 Trip Blank Enterolert/Quanti-Tray 1 PASI-SFLTP 35811332002 POE Enterolert/Quanti-Tray 1 PASI-SFLTP 35811332003 Upstream Enterolert/Quanti-Tray 1 PASI-SFLTP 35811332004 Down stream Enterolert/Quanti-Tray 1 PASI-SFLTP 35811332005 WOOLBRIGHT BRIDE Enterolert/Quanti-Tray 1 PASI-SFLTP 35811332006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFLTP PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11500 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35811332 4500145 Sample:Trip Blank Lab ID:35811332001 Collected:07/07/23 08:35 Received:07/07/23 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100 mL 07/08/23 11:0807/07/23 11:001.0 11.0 Sample:POE Lab ID:35811332002 Collected:07/07/23 09:50 Received:07/07/23 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 24200 MPN/100 mL 07/08/23 11:0807/07/23 11:0010.0 1010.0 Sample:Upstream Lab ID:35811332003 Collected:07/07/23 09:25 Received:07/07/23 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 422 MPN/100 mL 07/08/23 11:0807/07/23 11:0010.0 1010.0 Sample:Down stream Lab ID:35811332004 Collected:07/07/23 09:15 Received:07/07/23 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 41.0 MPN/100 mL 07/08/23 11:0807/07/23 11:0010.0 1010.0 Sample:WOOLBRIGHT BRIDE Lab ID:35811332005 Collected:07/07/23 09:05 Received:07/07/23 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 108 MPN/100 mL 07/08/23 11:0807/07/23 11:0010.0 1010.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 09:58 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11501 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35811332 4500145 Sample:BOAT RAMP Lab ID:35811332006 Collected:07/07/23 09:35 Received:07/07/23 10:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 52.0 MPN/100 mL 07/08/23 11:0807/07/23 11:0010.0 1010.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 09:58 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11502 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35811332 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 932505 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35811332001, 35811332002, 35811332003, 35811332004, 35811332005, 35811332006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5123686 Associated Lab Samples:35811332001, 35811332002, 35811332003, 35811332004, 35811332005, 35811332006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/08/23 11:081.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 09:58 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11503 #=QL# QUALIFIERS Pace Project No.: Project: 35811332 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 09:58 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11504 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35811332 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35811332001 932505 932506Trip Blank Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35811332002 932505 932506POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35811332003 932505 932506UpstreamEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35811332004 932505 932506Down stream Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35811332005 932505 932506WOOLBRIGHT BRIDE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35811332006 932505 932506BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 09:58 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11505 Page 10 of 11506 Page 11 of 11507 #=CL# July 11, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35811543 35811543 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 08, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11508 #=CP# CERTIFICATIONS Pace Project No.: Project: 35811543 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11509 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35811543 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35811543001 TRIP BLANK Water 07/08/23 09:32 07/08/23 12:05 35811543002 POE Water 07/08/23 11:30 07/08/23 12:05 35811543003 UPSTREAM Water 07/08/23 11:50 07/08/23 12:05 35811543004 DOWN STREAM Water 07/08/23 11:30 07/08/23 12:05 35811543005 WOOLBRIGHT BRIDGE Water 07/08/23 10:00 07/08/23 12:05 35811543006 BOAT RAMP Water 07/08/23 11:00 07/08/23 12:05 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11510 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35811543 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35811543001 TRIP BLANK Enterolert/Quanti-Tray 1 PASI-SFLTP 35811543002 POE Enterolert/Quanti-Tray 1 PASI-SFLTP 35811543003 UPSTREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35811543004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35811543005 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFLTP 35811543006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFLTP PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11511 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35811543 4500145 Sample:TRIP BLANK Lab ID:35811543001 Collected:07/08/23 09:32 Received:07/08/23 12:05 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 07/09/23 13:0007/08/23 13:001.0 1.0 1 Sample:POE Lab ID:35811543002 Collected:07/08/23 11:30 Received:07/08/23 12:05 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 2650 MPN/100mL 07/09/23 13:0007/08/23 13:0010.0 10.0 10 Sample:UPSTREAM Lab ID:35811543003 Collected:07/08/23 11:50 Received:07/08/23 12:05 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 230 MPN/100mL 07/09/23 13:0007/08/23 13:0010.0 10.0 10 Sample:DOWN STREAM Lab ID:35811543004 Collected:07/08/23 11:30 Received:07/08/23 12:05 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 109 MPN/100mL 07/09/23 13:0007/08/23 13:0010.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35811543005 Collected:07/08/23 10:00 Received:07/08/23 12:05 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 75.0 MPN/100mL 07/09/23 13:0007/08/23 13:0010.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 09:56 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11512 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35811543 4500145 Sample:BOAT RAMP Lab ID:35811543006 Collected:07/08/23 11:00 Received:07/08/23 12:05 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 07/09/23 13:0007/08/23 13:0010.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 09:56 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11513 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35811543 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 932507 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35811543001, 35811543002, 35811543003, 35811543004, 35811543005, 35811543006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5123692 Associated Lab Samples:35811543001, 35811543002, 35811543003, 35811543004, 35811543005, 35811543006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/09/23 13:001.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 09:56 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11514 #=QL# QUALIFIERS Pace Project No.: Project: 35811543 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 09:56 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11515 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35811543 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35811543001 932507 932508TRIP BLANK Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35811543002 932507 932508POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35811543003 932507 932508UPSTREAMEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35811543004 932507 932508DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35811543005 932507 932508WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35811543006 932507 932508BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 09:56 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11516 Page 10 of 11517 Page 11 of 11518 #=CL# July 11, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35811540 35811540 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 09, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11519 #=CP# CERTIFICATIONS Pace Project No.: Project: 35811540 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11520 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35811540 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35811540001 TRIP BLANK Water 07/09/23 10:15 07/09/23 12:07 35811540002 POE Water 07/09/23 11:30 07/09/23 12:07 35811540003 UPSTREAM Water 07/09/23 10:50 07/09/23 12:07 35811540004 DOWNSTREAM Water 07/09/23 10:35 07/09/23 12:07 35811540005 WOOLBRIGHT BRIDGE Water 07/09/23 10:20 07/09/23 12:07 35811540006 BOAT RAMP Water 07/09/23 11:05 07/09/23 12:07 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11521 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35811540 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35811540001 TRIP BLANK Enterolert/Quanti-Tray 1 PASI-SFGDV 35811540002 POE Enterolert/Quanti-Tray 1 PASI-SFGDV 35811540003 UPSTREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35811540004 DOWNSTREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35811540005 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFGDV 35811540006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFGDV PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11522 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35811540 4500145 Sample:TRIP BLANK Lab ID:35811540001 Collected:07/09/23 10:15 Received:07/09/23 12:07 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 07/10/23 12:2707/09/23 12:261.0 1.0 1 Sample:POE Lab ID:35811540002 Collected:07/09/23 11:30 Received:07/09/23 12:07 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 391 MPN/100mL 07/10/23 12:2707/09/23 12:2610.0 10.0 10 Sample:UPSTREAM Lab ID:35811540003 Collected:07/09/23 10:50 Received:07/09/23 12:07 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 545 MPN/100mL 07/10/23 12:2707/09/23 12:2610.0 10.0 10 Sample:DOWNSTREAM Lab ID:35811540004 Collected:07/09/23 10:35 Received:07/09/23 12:07 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 109 MPN/100mL 07/10/23 12:2707/09/23 12:2610.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35811540005 Collected:07/09/23 10:20 Received:07/09/23 12:07 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 119 MPN/100mL 07/10/23 12:2707/09/23 12:2610.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 09:56 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11523 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35811540 4500145 Sample:BOAT RAMP Lab ID:35811540006 Collected:07/09/23 11:05 Received:07/09/23 12:07 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 07/10/23 12:2707/09/23 12:2610.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 09:56 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11524 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35811540 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 932510 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35811540001, 35811540002, 35811540003, 35811540004, 35811540005, 35811540006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5123693 Associated Lab Samples:35811540001, 35811540002, 35811540003, 35811540004, 35811540005, 35811540006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/10/23 12:271.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 09:56 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11525 #=QL# QUALIFIERS Pace Project No.: Project: 35811540 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 09:56 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11526 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35811540 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35811540001 932510 932511TRIP BLANK Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35811540002 932510 932511POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35811540003 932510 932511UPSTREAMEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35811540004 932510 932511DOWNSTREAMEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35811540005 932510 932511WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35811540006 932510 932511BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/11/2023 09:56 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11527 Page 10 of 11528 Page 11 of 11529 #=CL# July 13, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35811648 35811648 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 10, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11530 #=CP# CERTIFICATIONS Pace Project No.: Project: 35811648 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11531 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35811648 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35811648001 TRIP BLANK Water 07/10/23 12:20 07/10/23 16:25 35811648002 POE Water 07/10/23 13:20 07/10/23 16:25 35811648003 UPSTREAM Water 07/10/23 12:50 07/10/23 16:25 35811648004 DOWN STREAM Water 07/10/23 12:38 07/10/23 16:25 35811648005 WOOLBRIGHT BRIDGE Water 07/10/23 12:25 07/10/23 16:25 35811648006 BOAT RAMP Water 07/10/23 13:00 07/10/23 16:25 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11532 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35811648 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35811648001 TRIP BLANK Enterolert/Quanti-Tray 1 PASI-SFGDV 35811648002 POE Enterolert/Quanti-Tray 1 PASI-SFGDV 35811648003 UPSTREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35811648004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35811648005 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFGDV 35811648006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFGDV PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11533 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35811648 4500145 Sample:TRIP BLANK Lab ID:35811648001 Collected:07/10/23 12:20 Received:07/10/23 16:25 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 07/11/23 16:5007/10/23 16:501.0 1.0 1 Sample:POE Lab ID:35811648002 Collected:07/10/23 13:20 Received:07/10/23 16:25 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 422 MPN/100mL 07/11/23 16:5007/10/23 16:5010.0 10.0 10 Sample:UPSTREAM Lab ID:35811648003 Collected:07/10/23 12:50 Received:07/10/23 16:25 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 51.0 MPN/100mL 07/11/23 16:5007/10/23 16:5010.0 10.0 10 Sample:DOWN STREAM Lab ID:35811648004 Collected:07/10/23 12:38 Received:07/10/23 16:25 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 20.0 MPN/100mL 07/11/23 16:5007/10/23 16:5010.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35811648005 Collected:07/10/23 12:25 Received:07/10/23 16:25 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 20.0 MPN/100mL 07/11/23 16:5007/10/23 16:5010.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/13/2023 10:18 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11534 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35811648 4500145 Sample:BOAT RAMP Lab ID:35811648006 Collected:07/10/23 13:00 Received:07/10/23 16:25 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/11/23 16:5007/10/23 16:5010.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/13/2023 10:18 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11535 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35811648 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 933174 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35811648001, 35811648002, 35811648003, 35811648004, 35811648005, 35811648006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5127982 Associated Lab Samples:35811648001, 35811648002, 35811648003, 35811648004, 35811648005, 35811648006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/11/23 16:501.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/13/2023 10:18 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11536 #=QL# QUALIFIERS Pace Project No.: Project: 35811648 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/13/2023 10:18 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11537 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35811648 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35811648001 933174 933175TRIP BLANK Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35811648002 933174 933175POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35811648003 933174 933175UPSTREAMEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35811648004 933174 933175DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35811648005 933174 933175WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35811648006 933174 933175BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/13/2023 10:18 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11538 Page 10 of 11539 Page 11 of 11540 #=CL# July 13, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35811962 35811962 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 11, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11541 #=CP# CERTIFICATIONS Pace Project No.: Project: 35811962 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11542 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35811962 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35811962001 EQUIPMENTBLANK Water 07/11/23 12:23 07/11/23 16:26 35811962002 POE Water 07/11/23 13:22 07/11/23 16:26 35811962003 WOOLBRIGHT BRIDGE Water 07/11/23 12:27 07/11/23 16:26 35811962004 DOWN STREAM Water 07/11/23 12:39 07/11/23 16:26 35811962005 UP STREAM Water 07/11/23 12:52 07/11/23 16:26 35811962006 BOAT RAMP Water 07/11/23 13:05 07/11/23 16:26 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11543 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35811962 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35811962001 EQUIPMENTBLANK Enterolert/Quanti-Tray 1 PASI-SFGDV 35811962002 POE Enterolert/Quanti-Tray 1 PASI-SFGDV 35811962003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFGDV 35811962004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35811962005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35811962006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFGDV PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11544 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35811962 4500145 Sample:EQUIPMENTBLANK Lab ID:35811962001 Collected:07/11/23 12:23 Received:07/11/23 16:26 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 07/12/23 16:5007/11/23 16:401.0 1.0 1 Sample:POE Lab ID:35811962002 Collected:07/11/23 13:22 Received:07/11/23 16:26 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 359 MPN/100mL 07/12/23 16:5007/11/23 16:4010.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35811962003 Collected:07/11/23 12:27 Received:07/11/23 16:26 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/12/23 16:5007/11/23 16:4010.0 10.0 10 Sample:DOWN STREAM Lab ID:35811962004 Collected:07/11/23 12:39 Received:07/11/23 16:26 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 20.0 MPN/100mL 07/12/23 16:5007/11/23 16:4010.0 10.0 10 Sample:UP STREAM Lab ID:35811962005 Collected:07/11/23 12:52 Received:07/11/23 16:26 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 63.0 MPN/100mL 07/12/23 16:5007/11/23 16:4010.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/13/2023 11:43 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11545 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35811962 4500145 Sample:BOAT RAMP Lab ID:35811962006 Collected:07/11/23 13:05 Received:07/11/23 16:26 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/12/23 16:5007/11/23 16:4010.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/13/2023 11:43 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11546 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35811962 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 933267 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35811962001, 35811962002, 35811962003, 35811962004, 35811962005, 35811962006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5128393 Associated Lab Samples:35811962001, 35811962002, 35811962003, 35811962004, 35811962005, 35811962006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/12/23 16:501.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/13/2023 11:43 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11547 #=QL# QUALIFIERS Pace Project No.: Project: 35811962 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/13/2023 11:43 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11548 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35811962 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35811962001 933267 933269EQUIPMENTBLANKEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35811962002 933267 933269POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35811962003 933267 933269WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35811962004 933267 933269DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35811962005 933267 933269UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35811962006 933267 933269BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/13/2023 11:43 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11549 Page 10 of 11550 Page 11 of 11551 #=CL# July 21, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35814038 35814038 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 12, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11552 #=CP# CERTIFICATIONS Pace Project No.: Project: 35814038 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11553 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35814038 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35814038001 EQUIPMENTBLANK Water 07/12/23 12:10 07/12/23 15:05 35814038002 POE Water 07/12/23 13:21 07/12/23 15:05 35814038003 WOOLBRIGHT BRIDGE Water 07/12/23 12:30 07/12/23 15:05 35814038004 DOWN STREAM Water 07/12/23 12:40 07/12/23 15:05 35814038005 UP STREAM Water 07/12/23 12:51 07/12/23 15:05 35814038006 BOAT RAMP Water 07/12/23 13:05 07/12/23 15:05 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11554 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35814038 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35814038001 EQUIPMENTBLANK Enterolert/Quanti-Tray 1 PASI-SFGDV 35814038002 POE Enterolert/Quanti-Tray 1 PASI-SFGDV 35814038003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFGDV 35814038004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35814038005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35814038006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFGDV PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11555 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35814038 4500145 Sample:EQUIPMENTBLANK Lab ID:35814038001 Collected:07/12/23 12:10 Received:07/12/23 15:05 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/13/23 16:1707/12/23 16:1310.0 10.0 10 Sample:POE Lab ID:35814038002 Collected:07/12/23 13:21 Received:07/12/23 15:05 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 19900 MPN/100mL 07/13/23 16:1707/12/23 16:1310.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35814038003 Collected:07/12/23 12:30 Received:07/12/23 15:05 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 31.0 MPN/100mL 07/13/23 16:1707/12/23 16:1310.0 10.0 10 Sample:DOWN STREAM Lab ID:35814038004 Collected:07/12/23 12:40 Received:07/12/23 15:05 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/13/23 16:1707/12/23 16:1310.0 10.0 10 Sample:UP STREAM Lab ID:35814038005 Collected:07/12/23 12:51 Received:07/12/23 15:05 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 94.0 MPN/100mL 07/13/23 16:1707/12/23 16:1310.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/21/2023 10:20 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11556 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35814038 4500145 Sample:BOAT RAMP Lab ID:35814038006 Collected:07/12/23 13:05 Received:07/12/23 15:05 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 07/13/23 16:1707/12/23 16:1310.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/21/2023 10:20 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11557 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35814038 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 934828 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35814038001, 35814038002, 35814038003, 35814038004, 35814038005, 35814038006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5137839 Associated Lab Samples:35814038001, 35814038002, 35814038003, 35814038004, 35814038005, 35814038006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/13/23 16:171.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/21/2023 10:20 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11558 #=QL# QUALIFIERS Pace Project No.: Project: 35814038 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/21/2023 10:20 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11559 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35814038 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35814038001 934828 934833EQUIPMENTBLANKEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35814038002 934828 934833POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35814038003 934828 934833WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35814038004 934828 934833DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35814038005 934828 934833UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35814038006 934828 934833BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/21/2023 10:20 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11560 Page 10 of 11561 Page 11 of 11562 #=CL# July 17, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35813206 35813206 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 13, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 10563 #=CP# CERTIFICATIONS Pace Project No.: Project: 35813206 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 10564 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35813206 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35813206001 EQUIPMENT BLANK Water 07/13/23 12:21 07/13/23 16:00 35813206002 POE Water 07/13/23 13:00 07/13/23 16:00 35813206003 DOWN STREAM Water 07/13/23 12:35 07/13/23 16:00 35813206004 UP STREAM Water 07/13/23 12:45 07/13/23 16:00 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 10565 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35813206 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35813206001 EQUIPMENT BLANK Enterolert/Quanti-Tray 1 PASI-SFGDV 35813206002 POE Enterolert/Quanti-Tray 1 PASI-SFGDV 35813206003 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35813206004 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 10566 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35813206 4500145 Sample:EQUIPMENT BLANK Lab ID:35813206001 Collected:07/13/23 12:21 Received:07/13/23 16:00 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100 mL 07/14/23 16:4607/13/23 16:431.0 11.0 Sample:POE Lab ID:35813206002 Collected:07/13/23 13:00 Received:07/13/23 16:00 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 370 MPN/100 mL 07/14/23 16:4607/13/23 16:4310.0 1010.0 Sample:DOWN STREAM Lab ID:35813206003 Collected:07/13/23 12:35 Received:07/13/23 16:00 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 20.0 MPN/100 mL 07/14/23 16:4607/13/23 16:4310.0 1010.0 Sample:UP STREAM Lab ID:35813206004 Collected:07/13/23 12:45 Received:07/13/23 16:00 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 41.0 MPN/100 mL 07/14/23 16:4607/13/23 16:4310.0 1010.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/17/2023 06:55 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 10567 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35813206 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 934135 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35813206001, 35813206002, 35813206003, 35813206004 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5134216 Associated Lab Samples:35813206001, 35813206002, 35813206003, 35813206004 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/14/23 16:461.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/17/2023 06:55 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 10568 #=QL# QUALIFIERS Pace Project No.: Project: 35813206 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/17/2023 06:55 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 10569 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35813206 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35813206001 934135 934136EQUIPMENT BLANK Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35813206002 934135 934136POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35813206003 934135 934136DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35813206004 934135 934136UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/17/2023 06:55 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 10570 Page 9 of 10571 Page 10 of 10572 #=CL# July 17, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35813209 35813209 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 14, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11573 #=CP# CERTIFICATIONS Pace Project No.: Project: 35813209 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11574 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35813209 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35813209001 Trip Blank Water 07/14/23 13:33 07/14/23 15:20 35813209002 POE Water 07/14/23 14:30 07/14/23 15:20 35813209003 Upstream Water 07/14/23 14:00 07/14/23 15:20 35813209004 Down Stream Water 07/14/23 13:50 07/14/23 15:20 35813209005 WOOLBRIGHT BRIDGE Water 07/14/23 13:40 07/14/23 15:20 35813209006 BOAT RAMP Water 07/14/23 14:10 07/14/23 15:20 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11575 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35813209 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35813209001 Trip Blank Enterolert/Quanti-Tray 1 PASI-SFLTP 35813209002 POE Enterolert/Quanti-Tray 1 PASI-SFLTP 35813209003 Upstream Enterolert/Quanti-Tray 1 PASI-SFLTP 35813209004 Down Stream Enterolert/Quanti-Tray 1 PASI-SFLTP 35813209005 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFLTP 35813209006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFLTP PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11576 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35813209 4500145 Sample:Trip Blank Lab ID:35813209001 Collected:07/14/23 13:33 Received:07/14/23 15:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100 mL 07/15/23 16:0007/14/23 16:001.0 11.0 Sample:POE Lab ID:35813209002 Collected:07/14/23 14:30 Received:07/14/23 15:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 813 MPN/100 mL 07/15/23 16:0007/14/23 16:0010.0 1010.0 Sample:Upstream Lab ID:35813209003 Collected:07/14/23 14:00 Received:07/14/23 15:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 83.0 MPN/100 mL 07/15/23 16:0007/14/23 16:0010.0 1010.0 Sample:Down Stream Lab ID:35813209004 Collected:07/14/23 13:50 Received:07/14/23 15:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 20.0 MPN/100 mL 07/15/23 16:0007/14/23 16:0010.0 1010.0 Sample:WOOLBRIGHT BRIDGE Lab ID:35813209005 Collected:07/14/23 13:40 Received:07/14/23 15:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 200 MPN/100 mL 07/15/23 16:0007/14/23 16:0010.0 1010.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/17/2023 06:57 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11577 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35813209 4500145 Sample:BOAT RAMP Lab ID:35813209006 Collected:07/14/23 14:10 Received:07/14/23 15:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualLimitPQL Reg. MDL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100 mL 07/15/23 16:0007/14/23 16:0010.0 1010.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/17/2023 06:57 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11578 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35813209 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 934137 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35813209001, 35813209002, 35813209003, 35813209004, 35813209005, 35813209006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5134219 Associated Lab Samples:35813209001, 35813209002, 35813209003, 35813209004, 35813209005, 35813209006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/15/23 16:001.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/17/2023 06:57 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11579 #=QL# QUALIFIERS Pace Project No.: Project: 35813209 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/17/2023 06:57 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11580 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35813209 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35813209001 934137 934138Trip Blank Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35813209002 934137 934138POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35813209003 934137 934138UpstreamEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35813209004 934137 934138Down Stream Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35813209005 934137 934138WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35813209006 934137 934138BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/17/2023 06:57 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11581 Page 10 of 11582 Page 11 of 11583 #=CL# July 18, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35813493 35813493 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 15, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11584 #=CP# CERTIFICATIONS Pace Project No.: Project: 35813493 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11585 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35813493 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35813493001 EQUIPMENTBLANK Water 07/15/23 10:20 07/15/23 12:36 35813493002 WOOLBRIGHT BRIDGE Water 07/15/23 10:30 07/15/23 12:36 35813493003 DOWN STREAM Water 07/15/23 10:45 07/15/23 12:36 35813493004 UP STREAM Water 07/15/23 11:00 07/15/23 12:36 35813493005 BOAT RAMP Water 07/15/23 11:10 07/15/23 12:36 35813493006 POE Water 07/15/23 11:30 07/15/23 12:36 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11586 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35813493 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35813493001 EQUIPMENTBLANK Enterolert/Quanti-Tray 1 PASI-SFLTP 35813493002 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFLTP 35813493003 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35813493004 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35813493005 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFLTP 35813493006 POE Enterolert/Quanti-Tray 1 PASI-SFLTP PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11587 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35813493 4500145 Sample:EQUIPMENTBLANK Lab ID:35813493001 Collected:07/15/23 10:20 Received:07/15/23 12:36 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/16/23 13:1007/15/23 12:5510.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35813493002 Collected:07/15/23 10:30 Received:07/15/23 12:36 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 51.0 MPN/100mL 07/16/23 13:1007/15/23 12:5510.0 10.0 10 Sample:DOWN STREAM Lab ID:35813493003 Collected:07/15/23 10:45 Received:07/15/23 12:36 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 07/16/23 13:1007/15/23 12:5510.0 10.0 10 Sample:UP STREAM Lab ID:35813493004 Collected:07/15/23 11:00 Received:07/15/23 12:36 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 52.0 MPN/100mL 07/16/23 13:1007/15/23 12:5510.0 10.0 10 Sample:BOAT RAMP Lab ID:35813493005 Collected:07/15/23 11:10 Received:07/15/23 12:36 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 20.0 MPN/100mL 07/16/23 13:1007/15/23 12:5510.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/18/2023 03:30 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11588 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35813493 4500145 Sample:POE Lab ID:35813493006 Collected:07/15/23 11:30 Received:07/15/23 12:36 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 75.0 MPN/100mL 07/16/23 13:1007/15/23 12:5510.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/18/2023 03:30 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11589 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35813493 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 934355 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35813493001, 35813493002, 35813493003, 35813493004, 35813493005, 35813493006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5135296 Associated Lab Samples:35813493001, 35813493002, 35813493003, 35813493004, 35813493005, 35813493006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/16/23 13:101.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/18/2023 03:30 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11590 #=QL# QUALIFIERS Pace Project No.: Project: 35813493 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/18/2023 03:30 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11591 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35813493 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35813493001 934355 934357EQUIPMENTBLANKEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35813493002 934355 934357WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35813493003 934355 934357DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35813493004 934355 934357UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35813493005 934355 934357BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35813493006 934355 934357POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/18/2023 03:30 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11592 Page 10 of 11593 Page 11 of 11594 #=CL# July 17, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35813489 35813489 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 16, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11595 #=CP# CERTIFICATIONS Pace Project No.: Project: 35813489 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11596 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35813489 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35813489001 EQUIPMENTBLANK Water 07/16/23 11:37 07/16/23 13:32 35813489002 POE Water 07/16/23 12:40 07/16/23 13:32 35813489003 WOOLBRIGHT BRIDGE Water 07/16/23 11:45 07/16/23 13:32 35813489004 DOWN STREAM Water 07/16/23 11:55 07/16/23 13:32 35813489005 UP STREAM Water 07/16/23 12:10 07/16/23 13:32 35813489006 BOAT RAMP Water 07/16/23 12:22 07/16/23 13:32 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11597 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35813489 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35813489001 EQUIPMENTBLANK Enterolert/Quanti-Tray 1 PASI-SFAM3 35813489002 POE Enterolert/Quanti-Tray 1 PASI-SFAM3 35813489003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFAM3 35813489004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFAM3 35813489005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFAM3 35813489006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFAM3 PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11598 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35813489 4500145 Sample:EQUIPMENTBLANK Lab ID:35813489001 Collected:07/16/23 11:37 Received:07/16/23 13:32 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 07/17/23 13:5007/16/23 13:501.0 1.0 1 Sample:POE Lab ID:35813489002 Collected:07/16/23 12:40 Received:07/16/23 13:32 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 9140 MPN/100mL 07/17/23 13:5007/16/23 13:5010.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35813489003 Collected:07/16/23 11:45 Received:07/16/23 13:32 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 95.0 MPN/100mL 07/17/23 13:5007/16/23 13:5010.0 10.0 10 Sample:DOWN STREAM Lab ID:35813489004 Collected:07/16/23 11:55 Received:07/16/23 13:32 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 41.0 MPN/100mL 07/17/23 13:5007/16/23 13:5010.0 10.0 10 Sample:UP STREAM Lab ID:35813489005 Collected:07/16/23 12:10 Received:07/16/23 13:32 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 336 MPN/100mL 07/17/23 13:5007/16/23 13:5010.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/17/2023 06:58 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11599 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35813489 4500145 Sample:BOAT RAMP Lab ID:35813489006 Collected:07/16/23 12:22 Received:07/16/23 13:32 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 31.0 MPN/100mL 07/17/23 13:5007/16/23 13:5010.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/17/2023 06:58 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11600 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35813489 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 934140 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35813489001, 35813489002, 35813489003, 35813489004, 35813489005, 35813489006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5134223 Associated Lab Samples:35813489001, 35813489002, 35813489003, 35813489004, 35813489005, 35813489006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/17/23 13:501.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/17/2023 06:58 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11601 #=QL# QUALIFIERS Pace Project No.: Project: 35813489 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/17/2023 06:58 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11602 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35813489 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35813489001 934140 934142EQUIPMENTBLANKEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35813489002 934140 934142POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35813489003 934140 934142WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35813489004 934140 934142DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35813489005 934140 934142UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35813489006 934140 934142BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/17/2023 06:58 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11603 Page 10 of 11604 Page 11 of 11605 #=CL# July 19, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35813765 35813765 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 17, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11606 #=CP# CERTIFICATIONS Pace Project No.: Project: 35813765 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11607 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35813765 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35813765001 EQUIPMENTBLANK Water 07/17/23 12:10 07/17/23 16:30 35813765002 POE Water 07/17/23 13:00 07/17/23 16:30 35813765003 WOOLBRIGHT BRIDGE Water 07/17/23 12:15 07/17/23 16:30 35813765004 DOWN STREAM Water 07/17/23 12:25 07/17/23 16:30 35813765005 UP STREAM Water 07/17/23 12:35 07/17/23 16:30 35813765006 BOAT RAMP Water 07/17/23 12:43 07/17/23 16:30 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11608 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35813765 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35813765001 EQUIPMENTBLANK Enterolert/Quanti-Tray 1 PASI-SFAM3 35813765002 POE Enterolert/Quanti-Tray 1 PASI-SFAM3 35813765003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFAM3 35813765004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFAM3 35813765005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFAM3 35813765006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFAM3 PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11609 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35813765 4500145 Sample:EQUIPMENTBLANK Lab ID:35813765001 Collected:07/17/23 12:10 Received:07/17/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 07/18/23 16:4807/17/23 16:451.0 1.0 1 Sample:POE Lab ID:35813765002 Collected:07/17/23 13:00 Received:07/17/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 5170 MPN/100mL 07/18/23 16:4807/17/23 16:4510.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35813765003 Collected:07/17/23 12:15 Received:07/17/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 262 MPN/100mL 07/18/23 16:4807/17/23 16:4510.0 10.0 10 Sample:DOWN STREAM Lab ID:35813765004 Collected:07/17/23 12:25 Received:07/17/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 144 MPN/100mL 07/18/23 16:4807/17/23 16:4510.0 10.0 10 Sample:UP STREAM Lab ID:35813765005 Collected:07/17/23 12:35 Received:07/17/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 199 MPN/100mL 07/18/23 16:4807/17/23 16:4510.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/19/2023 07:23 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11610 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35813765 4500145 Sample:BOAT RAMP Lab ID:35813765006 Collected:07/17/23 12:43 Received:07/17/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 41.0 MPN/100mL 07/18/23 16:4807/17/23 16:4510.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/19/2023 07:23 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11611 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35813765 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 934523 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35813765001, 35813765002, 35813765003, 35813765004, 35813765005, 35813765006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5136387 Associated Lab Samples:35813765001, 35813765002, 35813765003, 35813765004, 35813765005, 35813765006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/18/23 16:481.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/19/2023 07:23 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11612 #=QL# QUALIFIERS Pace Project No.: Project: 35813765 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/19/2023 07:23 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11613 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35813765 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35813765001 934523 934524EQUIPMENTBLANKEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35813765002 934523 934524POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35813765003 934523 934524WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35813765004 934523 934524DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35813765005 934523 934524UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35813765006 934523 934524BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/19/2023 07:23 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11614 Page 10 of 11615 Page 11 of 11616 #=CL# July 21, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35814429 35814429 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 18, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11617 #=CP# CERTIFICATIONS Pace Project No.: Project: 35814429 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11618 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35814429 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35814429001 EQUIPMENTBLANK Water 07/18/23 09:15 07/18/23 10:45 35814429002 POE Water 07/18/23 10:10 07/18/23 10:45 35814429003 WOOLBRIGHT BRIDGE Water 07/18/23 09:20 07/18/23 10:45 35814429004 DOWN STREAM Water 07/18/23 09:35 07/18/23 10:45 35814429005 UP STREAM Water 07/18/23 09:40 07/18/23 10:45 35814429006 BOAT RAMP Water 07/18/23 09:50 07/18/23 10:45 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11619 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35814429 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35814429001 EQUIPMENTBLANK Enterolert/Quanti-Tray 1 PASI-SFGDV 35814429002 POE Enterolert/Quanti-Tray 1 PASI-SFGDV 35814429003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFGDV 35814429004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35814429005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35814429006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFGDV PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11620 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35814429 4500145 Sample:EQUIPMENTBLANK Lab ID:35814429001 Collected:07/18/23 09:15 Received:07/18/23 10:45 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 07/19/23 12:0007/18/23 11:161.0 1.0 1 Sample:POE Lab ID:35814429002 Collected:07/18/23 10:10 Received:07/18/23 10:45 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/19/23 12:0007/18/23 11:1610.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35814429003 Collected:07/18/23 09:20 Received:07/18/23 10:45 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/19/23 12:0007/18/23 11:1610.0 10.0 10 Sample:DOWN STREAM Lab ID:35814429004 Collected:07/18/23 09:35 Received:07/18/23 10:45 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/19/23 12:0007/18/23 11:1610.0 10.0 10 Sample:UP STREAM Lab ID:35814429005 Collected:07/18/23 09:40 Received:07/18/23 10:45 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 118 MPN/100mL 07/19/23 12:0007/18/23 11:1610.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/21/2023 11:12 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11621 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35814429 4500145 Sample:BOAT RAMP Lab ID:35814429006 Collected:07/18/23 09:50 Received:07/18/23 10:45 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 142 MPN/100mL 07/19/23 12:0007/18/23 11:1610.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/21/2023 11:12 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11622 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35814429 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 935288 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35814429001, 35814429002, 35814429003, 35814429004, 35814429005, 35814429006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5140934 Associated Lab Samples:35814429001, 35814429002, 35814429003, 35814429004, 35814429005, 35814429006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/19/23 12:001.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/21/2023 11:12 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11623 #=QL# QUALIFIERS Pace Project No.: Project: 35814429 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/21/2023 11:12 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11624 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35814429 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35814429001 935288 935290EQUIPMENTBLANKEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35814429002 935288 935290POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35814429003 935288 935290WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35814429004 935288 935290DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35814429005 935288 935290UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35814429006 935288 935290BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/21/2023 11:12 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11625 Page 10 of 11626 Page 11 of 11627 #=CL# July 21, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35814394 35814394 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 19, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11628 #=CP# CERTIFICATIONS Pace Project No.: Project: 35814394 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11629 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35814394 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35814394001 EQUIPMENTBLANK Water 07/19/23 12:10 07/19/23 16:10 35814394002 POE Water 07/19/23 13:05 07/19/23 16:10 35814394003 WOOLBRIGHT BRIDGE Water 07/19/23 12:15 07/19/23 16:10 35814394004 DOWN STREAM Water 07/19/23 12:22 07/19/23 16:10 35814394005 UP STREAM Water 07/19/23 12:35 07/19/23 16:10 35814394006 BOAT RAMP Water 07/19/23 12:45 07/19/23 16:10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11630 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35814394 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35814394001 EQUIPMENTBLANK Enterolert/Quanti-Tray 1 PASI-SFGDV 35814394002 POE Enterolert/Quanti-Tray 1 PASI-SFGDV 35814394003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFGDV 35814394004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35814394005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35814394006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFGDV PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11631 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35814394 4500145 Sample:EQUIPMENTBLANK Lab ID:35814394001 Collected:07/19/23 12:10 Received:07/19/23 16:10 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 07/20/23 16:3007/19/23 16:231.0 1.0 1 Sample:POE Lab ID:35814394002 Collected:07/19/23 13:05 Received:07/19/23 16:10 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 354 MPN/100mL 07/20/23 16:3007/19/23 16:2310.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35814394003 Collected:07/19/23 12:15 Received:07/19/23 16:10 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/20/23 16:3007/19/23 16:2310.0 10.0 10 Sample:DOWN STREAM Lab ID:35814394004 Collected:07/19/23 12:22 Received:07/19/23 16:10 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/20/23 16:3007/19/23 16:2310.0 10.0 10 Sample:UP STREAM Lab ID:35814394005 Collected:07/19/23 12:35 Received:07/19/23 16:10 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 20.0 MPN/100mL 07/20/23 16:3007/19/23 16:2310.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/21/2023 11:08 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11632 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35814394 4500145 Sample:BOAT RAMP Lab ID:35814394006 Collected:07/19/23 12:45 Received:07/19/23 16:10 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 31.0 MPN/100mL 07/20/23 16:3007/19/23 16:2310.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/21/2023 11:08 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11633 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35814394 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 935319 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35814394001, 35814394002, 35814394003, 35814394004, 35814394005, 35814394006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5141250 Associated Lab Samples:35814394001, 35814394002, 35814394003, 35814394004, 35814394005, 35814394006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/20/23 16:301.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/21/2023 11:08 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11634 #=QL# QUALIFIERS Pace Project No.: Project: 35814394 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/21/2023 11:08 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11635 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35814394 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35814394001 935319 935320EQUIPMENTBLANKEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35814394002 935319 935320POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35814394003 935319 935320WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35814394004 935319 935320DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35814394005 935319 935320UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35814394006 935319 935320BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/21/2023 11:08 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11636 Page 10 of 11637 Page 11 of 11638 #=CL# July 24, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35814618 35814618 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 20, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11639 #=CP# CERTIFICATIONS Pace Project No.: Project: 35814618 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11640 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35814618 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35814618001 EQUIPMENTBLANK Water 07/20/23 10:41 07/20/23 16:25 35814618002 POE Water 07/20/23 11:22 07/20/23 16:25 35814618003 WOOLBRIGHT BRIDGE Water 07/20/23 11:05 07/20/23 16:25 35814618004 DOWN STREAM Water 07/20/23 11:13 07/20/23 16:25 35814618005 UP STREAM Water 07/20/23 10:45 07/20/23 16:25 35814618006 BOAT RAMP Water 07/20/23 10:52 07/20/23 16:25 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11641 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35814618 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35814618001 EQUIPMENTBLANK Enterolert/Quanti-Tray 1 PASI-SFGDV 35814618002 POE Enterolert/Quanti-Tray 1 PASI-SFGDV 35814618003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFGDV 35814618004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35814618005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35814618006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFGDV PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11642 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35814618 4500145 Sample:EQUIPMENTBLANK Lab ID:35814618001 Collected:07/20/23 10:41 Received:07/20/23 16:25 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 07/21/23 16:5007/20/23 16:431.0 1.0 1 Sample:POE Lab ID:35814618002 Collected:07/20/23 11:22 Received:07/20/23 16:25 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 350 MPN/100mL 07/21/23 16:5007/20/23 16:4310.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35814618003 Collected:07/20/23 11:05 Received:07/20/23 16:25 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 20.0 MPN/100mL 07/21/23 16:5007/20/23 16:4310.0 10.0 10 Sample:DOWN STREAM Lab ID:35814618004 Collected:07/20/23 11:13 Received:07/20/23 16:25 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 20.0 MPN/100mL 07/21/23 16:5007/20/23 16:4310.0 10.0 10 Sample:UP STREAM Lab ID:35814618005 Collected:07/20/23 10:45 Received:07/20/23 16:25 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 07/21/23 16:5007/20/23 16:4310.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/24/2023 09:57 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11643 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35814618 4500145 Sample:BOAT RAMP Lab ID:35814618006 Collected:07/20/23 10:52 Received:07/20/23 16:25 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/21/23 16:5007/20/23 16:4310.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/24/2023 09:57 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11644 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35814618 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 935843 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35814618001, 35814618002, 35814618003, 35814618004, 35814618005, 35814618006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5143921 Associated Lab Samples:35814618001, 35814618002, 35814618003, 35814618004, 35814618005, 35814618006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/21/23 16:501.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/24/2023 09:57 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11645 #=QL# QUALIFIERS Pace Project No.: Project: 35814618 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/24/2023 09:57 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11646 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35814618 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35814618001 935843 935844EQUIPMENTBLANKEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35814618002 935843 935844POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35814618003 935843 935844WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35814618004 935843 935844DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35814618005 935843 935844UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35814618006 935843 935844BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/24/2023 09:57 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11647 Page 10 of 11648 Page 11 of 11649 #=CL# July 24, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35814931 35814931 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 21, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11650 #=CP# CERTIFICATIONS Pace Project No.: Project: 35814931 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11651 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35814931 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35814931001 EQUIPMENTBLANK Water 07/21/23 13:00 07/21/23 15:50 35814931002 POE Water 07/21/23 13:47 07/21/23 15:50 35814931003 WOOLBRIGHT BRIDGE Water 07/21/23 13:05 07/21/23 15:50 35814931004 DOWN STREAM Water 07/21/23 13:15 07/21/23 15:50 35814931005 UP STREAM Water 07/21/23 13:27 07/21/23 15:50 35814931006 BOAT RAMP Water 07/21/23 13:36 07/21/23 15:50 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11652 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35814931 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35814931001 EQUIPMENTBLANK Enterolert/Quanti-Tray 1 PASI-SFLTP 35814931002 POE Enterolert/Quanti-Tray 1 PASI-SFLTP 35814931003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFLTP 35814931004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35814931005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35814931006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFLTP PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11653 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35814931 4500145 Sample:EQUIPMENTBLANK Lab ID:35814931001 Collected:07/21/23 13:00 Received:07/21/23 15:50 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 07/22/23 16:1607/21/23 16:161.0 1.0 1 Sample:POE Lab ID:35814931002 Collected:07/21/23 13:47 Received:07/21/23 15:50 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 20.0 MPN/100mL 07/22/23 16:1607/21/23 16:1610.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35814931003 Collected:07/21/23 13:05 Received:07/21/23 15:50 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 07/22/23 16:1607/21/23 16:1610.0 10.0 10 Sample:DOWN STREAM Lab ID:35814931004 Collected:07/21/23 13:15 Received:07/21/23 15:50 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 07/22/23 16:1607/21/23 16:1610.0 10.0 10 Sample:UP STREAM Lab ID:35814931005 Collected:07/21/23 13:27 Received:07/21/23 15:50 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/22/23 16:1607/21/23 16:1610.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/24/2023 10:04 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11654 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35814931 4500145 Sample:BOAT RAMP Lab ID:35814931006 Collected:07/21/23 13:36 Received:07/21/23 15:50 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 20.0 MPN/100mL 07/22/23 16:1607/21/23 16:1610.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/24/2023 10:04 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11655 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35814931 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 935848 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35814931001, 35814931002, 35814931003, 35814931004, 35814931005, 35814931006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5143925 Associated Lab Samples:35814931001, 35814931002, 35814931003, 35814931004, 35814931005, 35814931006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/22/23 16:161.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/24/2023 10:04 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11656 #=QL# QUALIFIERS Pace Project No.: Project: 35814931 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/24/2023 10:04 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11657 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35814931 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35814931001 935848 935849EQUIPMENTBLANKEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35814931002 935848 935849POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35814931003 935848 935849WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35814931004 935848 935849DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35814931005 935848 935849UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35814931006 935848 935849BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/24/2023 10:04 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11658 Page 10 of 11659 Page 11 of 11660 #=CL# July 26, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35815210 35815210 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 24, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 10661 #=CP# CERTIFICATIONS Pace Project No.: Project: 35815210 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 10662 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35815210 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35815210001 EQUIPMENTBLANK Water 07/24/23 12:45 07/24/23 16:16 35815210002 POE Water 07/24/23 13:05 07/24/23 16:16 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 10663 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35815210 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35815210001 EQUIPMENTBLANK Enterolert/Quanti-Tray 1 PASI-SFAM3 35815210002 POE Enterolert/Quanti-Tray 1 PASI-SFAM3 PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 10664 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35815210 4500145 Sample:EQUIPMENTBLANK Lab ID:35815210001 Collected:07/24/23 12:45 Received:07/24/23 16:16 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 07/25/23 16:4507/24/23 16:221.0 1.0 1 Sample:POE Lab ID:35815210002 Collected:07/24/23 13:05 Received:07/24/23 16:16 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 12000 MPN/100mL 07/25/23 16:4507/24/23 16:2210.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/26/2023 10:30 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 10665 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35815210 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 936622 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35815210001, 35815210002 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5147569 Associated Lab Samples:35815210001, 35815210002 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/25/23 16:451.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/26/2023 10:30 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 10666 #=QL# QUALIFIERS Pace Project No.: Project: 35815210 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/26/2023 10:30 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 10667 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35815210 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35815210001 936622 936624EQUIPMENTBLANKEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35815210002 936622 936624POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/26/2023 10:30 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 10668 Page 9 of 10669 Page 10 of 10670 #=CL# July 28, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35816183 35816183 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 26, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11671 #=CP# CERTIFICATIONS Pace Project No.: Project: 35816183 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11672 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35816183 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35816183001 EQUIPMENT BLANK Water 07/26/23 11:40 07/26/23 16:30 35816183002 POE Water 07/26/23 12:30 07/26/23 16:30 35816183003 WOOLBRIGHT BRIDGE Water 07/26/23 11:45 07/26/23 16:30 35816183004 DOWN STREAM Water 07/26/23 11:55 07/26/23 16:30 35816183005 UP STREAM Water 07/26/23 12:06 07/26/23 16:30 35816183006 BOAT RAMP Water 07/26/23 12:15 07/26/23 16:30 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11673 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35816183 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35816183001 EQUIPMENT BLANK Enterolert/Quanti-Tray 1 PASI-SFLTP 35816183002 POE Enterolert/Quanti-Tray 1 PASI-SFLTP 35816183003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFLTP 35816183004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35816183005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35816183006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFLTP PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11674 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35816183 4500145 Sample:EQUIPMENT BLANK Lab ID:35816183001 Collected:07/26/23 11:40 Received:07/26/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 07/27/23 17:0007/26/23 16:521.0 1.0 1 Sample:POE Lab ID:35816183002 Collected:07/26/23 12:30 Received:07/26/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 52.0 MPN/100mL 07/27/23 17:0007/26/23 16:5210.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35816183003 Collected:07/26/23 11:45 Received:07/26/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 52.0 MPN/100mL 07/27/23 17:0007/26/23 16:5210.0 10.0 10 Sample:DOWN STREAM Lab ID:35816183004 Collected:07/26/23 11:55 Received:07/26/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 07/27/23 17:0007/26/23 16:5210.0 10.0 10 Sample:UP STREAM Lab ID:35816183005 Collected:07/26/23 12:06 Received:07/26/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 30.0 MPN/100mL 07/27/23 17:0007/26/23 16:5210.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/28/2023 04:32 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11675 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35816183 4500145 Sample:BOAT RAMP Lab ID:35816183006 Collected:07/26/23 12:15 Received:07/26/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/27/23 17:0007/26/23 16:5210.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/28/2023 04:32 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11676 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35816183 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 937467 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35816183001, 35816183002, 35816183003, 35816183004, 35816183005, 35816183006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5152477 Associated Lab Samples:35816183001, 35816183002, 35816183003, 35816183004, 35816183005, 35816183006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/27/23 17:001.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/28/2023 04:32 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11677 #=QL# QUALIFIERS Pace Project No.: Project: 35816183 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/28/2023 04:32 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11678 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35816183 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35816183001 937467 937470EQUIPMENT BLANK Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35816183002 937467 937470POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35816183003 937467 937470WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35816183004 937467 937470DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35816183005 937467 937470UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35816183006 937467 937470BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/28/2023 04:32 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11679 Page 10 of 11680 Page 11 of 11681 #=CL# July 31, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35816299 35816299 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 14500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 27, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11682 #=CP# CERTIFICATIONS Pace Project No.: Project: 35816299 14500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11683 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35816299 14500145 Lab ID Sample ID Matrix Date Collected Date Received 35816299001 EQUIPMENTBLANK Water 07/27/23 10:40 07/27/23 16:30 35816299002 POE Water 07/27/23 11:46 07/27/23 16:30 35816299003 WOOLBRIGHT BRIDGE Water 07/27/23 10:54 07/27/23 16:30 35816299004 DOWN STREAM Water 07/27/23 11:10 07/27/23 16:30 35816299005 UP STREAM Water 07/27/23 11:23 07/27/23 16:30 35816299006 BOAT RAMP Water 07/27/23 11:33 07/27/23 16:30 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11684 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35816299 14500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35816299001 EQUIPMENTBLANK Enterolert/Quanti-Tray 1 PASI-SFGDV 35816299002 POE Enterolert/Quanti-Tray 1 PASI-SFGDV 35816299003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFGDV 35816299004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35816299005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35816299006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFGDV PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11685 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35816299 14500145 Sample:EQUIPMENTBLANK Lab ID:35816299001 Collected:07/27/23 10:40 Received:07/27/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 07/27/23 17:1607/27/23 17:021.0 1.0 1 Sample:POE Lab ID:35816299002 Collected:07/27/23 11:46 Received:07/27/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/27/23 17:1607/27/23 17:0210.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35816299003 Collected:07/27/23 10:54 Received:07/27/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/27/23 17:1607/27/23 17:0210.0 10.0 10 Sample:DOWN STREAM Lab ID:35816299004 Collected:07/27/23 11:10 Received:07/27/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/27/23 17:1607/27/23 17:0210.0 10.0 10 Sample:UP STREAM Lab ID:35816299005 Collected:07/27/23 11:23 Received:07/27/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/27/23 17:1607/27/23 17:0210.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/31/2023 11:30 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11686 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35816299 14500145 Sample:BOAT RAMP Lab ID:35816299006 Collected:07/27/23 11:33 Received:07/27/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 07/27/23 17:1607/27/23 17:0210.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/31/2023 11:30 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11687 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35816299 14500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 937869 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35816299001, 35816299002, 35816299003, 35816299004, 35816299005, 35816299006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5154618 Associated Lab Samples:35816299001, 35816299002, 35816299003, 35816299004, 35816299005, 35816299006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/27/23 17:161.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/31/2023 11:30 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11688 #=QL# QUALIFIERS Pace Project No.: Project: 35816299 14500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/31/2023 11:30 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11689 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35816299 14500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35816299001 937869 937870EQUIPMENTBLANKEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35816299002 937869 937870POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35816299003 937869 937870WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35816299004 937869 937870DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35816299005 937869 937870UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35816299006 937869 937870BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/31/2023 11:30 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11690 Page 10 of 11691 Page 11 of 11692 #=CL# July 31, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35816476 35816476 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 28, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11693 #=CP# CERTIFICATIONS Pace Project No.: Project: 35816476 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11694 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35816476 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35816476001 EQUIPMENTBLANK Water 07/28/23 09:20 07/28/23 15:04 35816476002 POE Water 07/28/23 10:30 07/28/23 15:04 35816476003 WOOLBRIGHT BRIDGE Water 07/28/23 09:30 07/28/23 15:04 35816476004 DOWN STREAM Water 07/28/23 09:40 07/28/23 15:04 35816476005 UP STREAM Water 07/28/23 09:53 07/28/23 15:04 35816476006 BOAT RAMP Water 07/28/23 10:05 07/28/23 15:04 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11695 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35816476 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35816476001 EQUIPMENTBLANK Enterolert/Quanti-Tray 1 PASI-SFLTP 35816476002 POE Enterolert/Quanti-Tray 1 PASI-SFLTP 35816476003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFLTP 35816476004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35816476005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35816476006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFLTP PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11696 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35816476 4500145 Sample:EQUIPMENTBLANK Lab ID:35816476001 Collected:07/28/23 09:20 Received:07/28/23 15:04 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 07/29/23 15:2907/28/23 15:251.0 1.0 1 Sample:POE Lab ID:35816476002 Collected:07/28/23 10:30 Received:07/28/23 15:04 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 7220 MPN/100mL 07/29/23 15:2907/28/23 15:2510.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35816476003 Collected:07/28/23 09:30 Received:07/28/23 15:04 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1080 MPN/100mL 07/29/23 15:2907/28/23 15:2510.0 10.0 10 Sample:DOWN STREAM Lab ID:35816476004 Collected:07/28/23 09:40 Received:07/28/23 15:04 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 158 MPN/100mL 07/29/23 15:2907/28/23 15:2510.0 10.0 10 Sample:UP STREAM Lab ID:35816476005 Collected:07/28/23 09:53 Received:07/28/23 15:04 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 281 MPN/100mL 07/29/23 15:2907/28/23 15:2510.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/31/2023 11:27 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11697 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35816476 4500145 Sample:BOAT RAMP Lab ID:35816476006 Collected:07/28/23 10:05 Received:07/28/23 15:04 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 07/29/23 15:2907/28/23 15:2510.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/31/2023 11:27 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11698 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35816476 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 937871 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35816476001, 35816476002, 35816476003, 35816476004, 35816476005, 35816476006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5154619 Associated Lab Samples:35816476001, 35816476002, 35816476003, 35816476004, 35816476005, 35816476006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 07/29/23 15:291.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/31/2023 11:27 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11699 #=QL# QUALIFIERS Pace Project No.: Project: 35816476 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/31/2023 11:27 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11700 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35816476 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35816476001 937871 937872EQUIPMENTBLANKEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35816476002 937871 937872POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35816476003 937871 937872WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35816476004 937871 937872DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35816476005 937871 937872UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35816476006 937871 937872BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 07/31/2023 11:27 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11701 Page 10 of 11702 Page 11 of 11703 #=CL# August 02, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35816750 35816750 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on July 31, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11704 #=CP# CERTIFICATIONS Pace Project No.: Project: 35816750 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11705 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35816750 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35816750001 EQUIPMENTBLANK Water 07/31/23 12:30 07/31/23 16:40 35816750002 POE Water 07/31/23 13:30 07/31/23 16:40 35816750003 WOOLBRIGHT BRIDGE Water 07/31/23 12:35 07/31/23 16:40 35816750004 DOWN STREAM Water 07/31/23 12:46 07/31/23 16:40 35816750005 UP STREAM Water 07/31/23 13:00 07/31/23 16:40 35816750006 BOAT RAMP Water 07/31/23 13:10 07/31/23 16:40 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11706 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35816750 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35816750001 EQUIPMENTBLANK Enterolert/Quanti-Tray 1 PASI-SFGDV 35816750002 POE Enterolert/Quanti-Tray 1 PASI-SFGDV 35816750003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFGDV 35816750004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35816750005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35816750006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFGDV PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11707 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35816750 4500145 Sample:EQUIPMENTBLANK Lab ID:35816750001 Collected:07/31/23 12:30 Received:07/31/23 16:40 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 08/01/23 17:0507/31/23 17:011.0 1.0 1 Sample:POE Lab ID:35816750002 Collected:07/31/23 13:30 Received:07/31/23 16:40 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 08/01/23 17:0507/31/23 17:0110.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35816750003 Collected:07/31/23 12:35 Received:07/31/23 16:40 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 08/01/23 17:0507/31/23 17:0110.0 10.0 10 Sample:DOWN STREAM Lab ID:35816750004 Collected:07/31/23 12:46 Received:07/31/23 16:40 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 31.0 MPN/100mL 08/01/23 17:0507/31/23 17:0110.0 10.0 10 Sample:UP STREAM Lab ID:35816750005 Collected:07/31/23 13:00 Received:07/31/23 16:40 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 73.0 MPN/100mL 08/01/23 17:0507/31/23 17:0110.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/02/2023 10:35 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11708 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35816750 4500145 Sample:BOAT RAMP Lab ID:35816750006 Collected:07/31/23 13:10 Received:07/31/23 16:40 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 08/01/23 17:0507/31/23 17:0110.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/02/2023 10:35 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11709 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35816750 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 938696 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35816750001, 35816750002, 35816750003, 35816750004, 35816750005, 35816750006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5158385 Associated Lab Samples:35816750001, 35816750002, 35816750003, 35816750004, 35816750005, 35816750006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 08/01/23 17:051.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/02/2023 10:35 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11710 #=QL# QUALIFIERS Pace Project No.: Project: 35816750 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/02/2023 10:35 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11711 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35816750 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35816750001 938696 938699EQUIPMENTBLANKEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35816750002 938696 938699POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35816750003 938696 938699WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35816750004 938696 938699DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35816750005 938696 938699UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35816750006 938696 938699BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/02/2023 10:35 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11712 Page 10 of 11713 Page 11 of 11714 #=CL# August 03, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35817367 35817367 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on August 01, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11715 #=CP# CERTIFICATIONS Pace Project No.: Project: 35817367 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11716 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35817367 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35817367001 EQUIPMENT BLANK Water 08/01/23 13:00 08/01/23 16:30 35817367002 POE Water 08/01/23 13:45 08/01/23 16:30 35817367003 WOOLBRIGHT BRIDGE Water 08/01/23 13:05 08/01/23 16:30 35817367004 DOWN STREAM Water 08/01/23 13:15 08/01/23 16:30 35817367005 UP STREAM Water 08/01/23 13:23 08/01/23 16:30 35817367006 BOAT RAMP Water 08/01/23 13:30 08/01/23 16:30 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11717 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35817367 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35817367001 EQUIPMENT BLANK Enterolert/Quanti-Tray 1 PASI-SFGDV 35817367002 POE Enterolert/Quanti-Tray 1 PASI-SFGDV 35817367003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFGDV 35817367004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35817367005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35817367006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFGDV PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11718 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35817367 4500145 Sample:EQUIPMENT BLANK Lab ID:35817367001 Collected:08/01/23 13:00 Received:08/01/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 08/02/23 17:0008/01/23 16:581.0 1.0 1 Sample:POE Lab ID:35817367002 Collected:08/01/23 13:45 Received:08/01/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 63.0 MPN/100mL 08/02/23 17:0008/01/23 16:5810.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35817367003 Collected:08/01/23 13:05 Received:08/01/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 95.0 MPN/100mL 08/02/23 17:0008/01/23 16:5810.0 10.0 10 Sample:DOWN STREAM Lab ID:35817367004 Collected:08/01/23 13:15 Received:08/01/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 41.0 MPN/100mL 08/02/23 17:0008/01/23 16:5810.0 10.0 10 Sample:UP STREAM Lab ID:35817367005 Collected:08/01/23 13:23 Received:08/01/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 85.0 MPN/100mL 08/02/23 17:0008/01/23 16:5810.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/03/2023 10:56 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11719 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35817367 4500145 Sample:BOAT RAMP Lab ID:35817367006 Collected:08/01/23 13:30 Received:08/01/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 52.0 MPN/100mL 08/02/23 17:0008/01/23 16:5810.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/03/2023 10:56 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11720 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35817367 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 939122 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35817367001, 35817367002, 35817367003, 35817367004, 35817367005, 35817367006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5160764 Associated Lab Samples:35817367001, 35817367002, 35817367003, 35817367004, 35817367005, 35817367006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 08/02/23 17:001.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/03/2023 10:56 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11721 #=QL# QUALIFIERS Pace Project No.: Project: 35817367 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/03/2023 10:56 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11722 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35817367 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35817367001 939122 939123EQUIPMENT BLANK Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35817367002 939122 939123POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35817367003 939122 939123WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35817367004 939122 939123DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35817367005 939122 939123UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35817367006 939122 939123BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/03/2023 10:56 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11723 Page 10 of 11724 Page 11 of 11725 #=CL# August 04, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35817540 35817540 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on August 02, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11726 #=CP# CERTIFICATIONS Pace Project No.: Project: 35817540 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11727 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35817540 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35817540001 EQUIPMENTBLANK Water 08/02/23 13:05 08/02/23 16:20 35817540002 POE Water 08/02/23 13:50 08/02/23 16:20 35817540003 WOOLBRIGHT BRIDGE Water 08/02/23 13:10 08/02/23 16:20 35817540004 DOWN STREAM Water 08/02/23 13:20 08/02/23 16:20 35817540005 UP STREAM Water 08/02/23 13:28 08/02/23 16:20 35817540006 BOAT RAMP Water 08/02/23 13:38 08/02/23 16:20 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11728 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35817540 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35817540001 EQUIPMENTBLANK Enterolert/Quanti-Tray 1 PASI-SFLTP 35817540002 POE Enterolert/Quanti-Tray 1 PASI-SFLTP 35817540003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFLTP 35817540004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35817540005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35817540006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFLTP PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11729 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35817540 4500145 Sample:EQUIPMENTBLANK Lab ID:35817540001 Collected:08/02/23 13:05 Received:08/02/23 16:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 08/03/23 00:0008/02/23 16:221.0 1.0 1 Sample:POE Lab ID:35817540002 Collected:08/02/23 13:50 Received:08/02/23 16:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 08/03/23 00:0008/02/23 16:2210.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35817540003 Collected:08/02/23 13:10 Received:08/02/23 16:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 08/03/23 00:0008/02/23 16:2210.0 10.0 10 Sample:DOWN STREAM Lab ID:35817540004 Collected:08/02/23 13:20 Received:08/02/23 16:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 08/03/23 00:0008/02/23 16:2210.0 10.0 10 Sample:UP STREAM Lab ID:35817540005 Collected:08/02/23 13:28 Received:08/02/23 16:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 41.0 MPN/100mL 08/03/23 00:0008/02/23 16:2210.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/04/2023 10:47 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11730 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35817540 4500145 Sample:BOAT RAMP Lab ID:35817540006 Collected:08/02/23 13:38 Received:08/02/23 16:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 63.0 MPN/100mL 08/03/23 00:0008/02/23 16:2210.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/04/2023 10:47 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11731 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35817540 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 939504 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35817540001, 35817540002, 35817540003, 35817540004, 35817540005, 35817540006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5162931 Associated Lab Samples:35817540001, 35817540002, 35817540003, 35817540004, 35817540005, 35817540006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 08/03/23 00:001.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/04/2023 10:47 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11732 #=QL# QUALIFIERS Pace Project No.: Project: 35817540 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/04/2023 10:47 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11733 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35817540 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35817540001 939504 939507EQUIPMENTBLANKEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35817540002 939504 939507POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35817540003 939504 939507WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35817540004 939504 939507DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35817540005 939504 939507UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35817540006 939504 939507BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/04/2023 10:47 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11734 Page 10 of 11735 Page 11 of 11736 #=CL# August 07, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35817830 35817830 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 NA4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on August 03, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11737 #=CP# CERTIFICATIONS Pace Project No.: Project: 35817830 NA4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11738 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35817830 NA4500145 Lab ID Sample ID Matrix Date Collected Date Received 35817830001 EQUIPMENT BLANK Water 08/03/23 12:55 08/03/23 16:20 35817830002 POE Water 08/03/23 13:57 08/03/23 16:20 35817830003 WOOLBRIGHT BRIDGE Water 08/03/23 13:00 08/03/23 16:20 35817830004 DOWN STREAM Water 08/03/23 13:10 08/03/23 16:20 35817830005 UP STREAM Water 08/03/23 13:23 08/03/23 16:20 35817830006 BOAT RAMP Water 08/03/23 13:34 08/03/23 16:20 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11739 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35817830 NA4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35817830001 EQUIPMENT BLANK Enterolert/Quanti-Tray 1 PASI-SFLTP 35817830002 POE Enterolert/Quanti-Tray 1 PASI-SFLTP 35817830003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFLTP 35817830004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35817830005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35817830006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFLTP PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11740 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35817830 NA4500145 Sample:EQUIPMENT BLANK Lab ID:35817830001 Collected:08/03/23 12:55 Received:08/03/23 16:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 MPN/100mL 08/04/23 16:4308/03/23 16:421.0 1.0 1 Sample:POE Lab ID:35817830002 Collected:08/03/23 13:57 Received:08/03/23 16:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 08/04/23 16:4308/03/23 16:4210.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35817830003 Collected:08/03/23 13:00 Received:08/03/23 16:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 08/04/23 16:4308/03/23 16:4210.0 10.0 10 Sample:DOWN STREAM Lab ID:35817830004 Collected:08/03/23 13:10 Received:08/03/23 16:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 08/04/23 16:4308/03/23 16:4210.0 10.0 10 Sample:UP STREAM Lab ID:35817830005 Collected:08/03/23 13:23 Received:08/03/23 16:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 75.0 MPN/100mL 08/04/23 16:4308/03/23 16:4210.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/07/2023 09:26 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11741 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35817830 NA4500145 Sample:BOAT RAMP Lab ID:35817830006 Collected:08/03/23 13:34 Received:08/03/23 16:20 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 08/04/23 16:4308/03/23 16:4210.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/07/2023 09:26 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11742 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35817830 NA4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 939777 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35817830001, 35817830002, 35817830003, 35817830004, 35817830005, 35817830006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5164866 Associated Lab Samples:35817830001, 35817830002, 35817830003, 35817830004, 35817830005, 35817830006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 08/04/23 16:431.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/07/2023 09:26 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11743 #=QL# QUALIFIERS Pace Project No.: Project: 35817830 NA4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/07/2023 09:26 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11744 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35817830 NA4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35817830001 939777 939778EQUIPMENT BLANK Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35817830002 939777 939778POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35817830003 939777 939778WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35817830004 939777 939778DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35817830005 939777 939778UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35817830006 939777 939778BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/07/2023 09:26 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11745 Page 10 of 11746 Page 11 of 11747 #=CL# August 07, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35818179 35818179 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on August 04, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11748 #=CP# CERTIFICATIONS Pace Project No.: Project: 35818179 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11749 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35818179 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35818179001 EQUIPMENTBLANK Water 08/04/23 13:03 08/04/23 15:40 35818179002 POE Water 08/04/23 14:10 08/04/23 15:40 35818179003 WOOLBRIGHT BRIDGE Water 08/04/23 13:10 08/04/23 15:40 35818179004 DOWN STREAM Water 08/04/23 13:25 08/04/23 15:40 35818179005 UP STREAM Water 08/04/23 13:39 08/04/23 15:40 35818179006 BOAT RAMP Water 08/04/23 13:51 08/04/23 15:40 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11750 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35818179 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35818179001 EQUIPMENTBLANK Enterolert/Quanti-Tray 1 PASI-SFLTP 35818179002 POE Enterolert/Quanti-Tray 1 PASI-SFLTP 35818179003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFLTP 35818179004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35818179005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35818179006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFLTP PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11751 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35818179 4500145 Sample:EQUIPMENTBLANK Lab ID:35818179001 Collected:08/04/23 13:03 Received:08/04/23 15:40 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 08/05/23 15:4708/04/23 15:471.0 1.0 1 Sample:POE Lab ID:35818179002 Collected:08/04/23 14:10 Received:08/04/23 15:40 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 08/05/23 15:4708/04/23 15:4710.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35818179003 Collected:08/04/23 13:10 Received:08/04/23 15:40 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 08/05/23 15:4708/04/23 15:4710.0 10.0 10 Sample:DOWN STREAM Lab ID:35818179004 Collected:08/04/23 13:25 Received:08/04/23 15:40 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 08/05/23 15:4708/04/23 15:4710.0 10.0 10 Sample:UP STREAM Lab ID:35818179005 Collected:08/04/23 13:39 Received:08/04/23 15:40 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 08/05/23 15:4708/04/23 15:4710.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/07/2023 09:41 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11752 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35818179 4500145 Sample:BOAT RAMP Lab ID:35818179006 Collected:08/04/23 13:51 Received:08/04/23 15:40 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 199 MPN/100mL 08/05/23 15:4708/04/23 15:4710.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/07/2023 09:41 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11753 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35818179 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 939871 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35818179001, 35818179002, 35818179003, 35818179004, 35818179005, 35818179006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5165319 Associated Lab Samples:35818179001, 35818179002, 35818179003, 35818179004, 35818179005, 35818179006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 08/05/23 15:471.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/07/2023 09:41 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11754 #=QL# QUALIFIERS Pace Project No.: Project: 35818179 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/07/2023 09:41 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11755 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35818179 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35818179001 939871 939873EQUIPMENTBLANKEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35818179002 939871 939873POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35818179003 939871 939873WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35818179004 939871 939873DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35818179005 939871 939873UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35818179006 939871 939873BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/07/2023 09:41 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11756 Page 10 of 11757 Page 11 of 11758 #=CL# August 09, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35818596 35818596 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on August 07, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11759 #=CP# CERTIFICATIONS Pace Project No.: Project: 35818596 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11760 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35818596 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35818596001 EQUIPMENT BLANK Water 08/07/23 13:04 08/07/23 15:56 35818596002 POE Water 08/07/23 13:52 08/07/23 15:56 35818596003 WOOLBRIGHT BRIDGE Water 08/07/23 13:10 08/07/23 15:56 35818596004 DOWN STREAM Water 08/07/23 13:20 08/07/23 15:56 35818596005 UP STREAM Water 08/07/23 13:30 08/07/23 15:56 35818596006 BOAT RAMP Water 08/07/23 13:42 08/07/23 15:56 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11761 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35818596 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35818596001 EQUIPMENT BLANK Enterolert/Quanti-Tray 1 PASI-SFGDV 35818596002 POE Enterolert/Quanti-Tray 1 PASI-SFGDV 35818596003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFGDV 35818596004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35818596005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35818596006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFGDV PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11762 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35818596 4500145 Sample:EQUIPMENT BLANK Lab ID:35818596001 Collected:08/07/23 13:04 Received:08/07/23 15:56 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 08/08/23 16:4508/07/23 16:311.0 1.0 1 Sample:POE Lab ID:35818596002 Collected:08/07/23 13:52 Received:08/07/23 15:56 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 132 MPN/100mL 08/08/23 16:4508/07/23 16:3110.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35818596003 Collected:08/07/23 13:10 Received:08/07/23 15:56 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 08/08/23 16:4508/07/23 16:3110.0 10.0 10 Sample:DOWN STREAM Lab ID:35818596004 Collected:08/07/23 13:20 Received:08/07/23 15:56 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 61.0 MPN/100mL 08/08/23 16:4508/07/23 16:3110.0 10.0 10 Sample:UP STREAM Lab ID:35818596005 Collected:08/07/23 13:30 Received:08/07/23 15:56 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 08/08/23 16:4508/07/23 16:3110.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/09/2023 08:00 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11763 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35818596 4500145 Sample:BOAT RAMP Lab ID:35818596006 Collected:08/07/23 13:42 Received:08/07/23 15:56 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 08/08/23 16:4508/07/23 16:3110.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/09/2023 08:00 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11764 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35818596 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 940679 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35818596001, 35818596002, 35818596003, 35818596004, 35818596005, 35818596006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5169313 Associated Lab Samples:35818596001, 35818596002, 35818596003, 35818596004, 35818596005, 35818596006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 08/08/23 16:451.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/09/2023 08:00 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11765 #=QL# QUALIFIERS Pace Project No.: Project: 35818596 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/09/2023 08:00 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11766 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35818596 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35818596001 940679 940680EQUIPMENT BLANK Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35818596002 940679 940680POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35818596003 940679 940680WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35818596004 940679 940680DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35818596005 940679 940680UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35818596006 940679 940680BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/09/2023 08:00 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11767 Page 10 of 11768 Page 11 of 11769 #=CL# August 10, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35818894 35818894 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on August 08, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11770 #=CP# CERTIFICATIONS Pace Project No.: Project: 35818894 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11771 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35818894 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35818894001 EQUIPMENTBLANK Water 08/08/23 12:55 08/08/23 16:00 35818894002 POE Water 08/08/23 13:38 08/08/23 16:00 35818894003 WOOLBRIGHT BRIDGE Water 08/08/23 13:00 08/08/23 16:00 35818894004 DOWN STREAM Water 08/08/23 13:07 08/08/23 16:00 35818894005 UP STREAM Water 08/08/23 13:15 08/08/23 16:00 35818894006 BOAT RAMP Water 08/08/23 13:25 08/08/23 16:00 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11772 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35818894 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35818894001 EQUIPMENTBLANK Enterolert/Quanti-Tray 1 PASI-SFGDV 35818894002 POE Enterolert/Quanti-Tray 1 PASI-SFGDV 35818894003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFGDV 35818894004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35818894005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35818894006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFGDV PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11773 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35818894 4500145 Sample:EQUIPMENTBLANK Lab ID:35818894001 Collected:08/08/23 12:55 Received:08/08/23 16:00 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 08/09/23 16:3708/08/23 16:2610.0 10.0 10 Sample:POE Lab ID:35818894002 Collected:08/08/23 13:38 Received:08/08/23 16:00 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 52.0 MPN/100mL 08/09/23 16:3708/08/23 16:2610.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35818894003 Collected:08/08/23 13:00 Received:08/08/23 16:00 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 20.0 MPN/100mL 08/09/23 16:3708/08/23 16:2610.0 10.0 10 Sample:DOWN STREAM Lab ID:35818894004 Collected:08/08/23 13:07 Received:08/08/23 16:00 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 20.0 MPN/100mL 08/09/23 16:3708/08/23 16:2610.0 10.0 10 Sample:UP STREAM Lab ID:35818894005 Collected:08/08/23 13:15 Received:08/08/23 16:00 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 08/09/23 16:3708/08/23 16:2610.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/10/2023 10:51 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11774 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35818894 4500145 Sample:BOAT RAMP Lab ID:35818894006 Collected:08/08/23 13:25 Received:08/08/23 16:00 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 08/09/23 16:3708/08/23 16:2610.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/10/2023 10:51 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11775 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35818894 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 941010 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35818894001, 35818894002, 35818894003, 35818894004, 35818894005, 35818894006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5171633 Associated Lab Samples:35818894001, 35818894002, 35818894003, 35818894004, 35818894005, 35818894006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 08/09/23 16:371.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/10/2023 10:51 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11776 #=QL# QUALIFIERS Pace Project No.: Project: 35818894 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/10/2023 10:51 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11777 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35818894 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35818894001 941010 941015EQUIPMENTBLANKEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35818894002 941010 941015POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35818894003 941010 941015WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35818894004 941010 941015DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35818894005 941010 941015UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35818894006 941010 941015BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/10/2023 10:51 AM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11778 Page 10 of 11779 Page 11 of 11780 #=CL# August 14, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35819629 35819629 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on August 09, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11781 #=CP# CERTIFICATIONS Pace Project No.: Project: 35819629 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11782 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35819629 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35819629001 EQUIPMENT BLANK Water 08/09/23 13:00 08/09/23 16:36 35819629002 POE Water 08/09/23 13:50 08/09/23 16:36 35819629003 WOOLBRIGHT BRIDGE Water 08/09/23 13:05 08/09/23 16:36 35819629004 DOWN STREAM Water 08/09/23 13:15 08/09/23 16:36 35819629005 UP STREAM Water 08/09/23 13:24 08/09/23 16:36 35819629006 BOAT RAMP Water 08/09/23 13:35 08/09/23 16:36 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11783 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35819629 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35819629001 EQUIPMENT BLANK Enterolert/Quanti-Tray 1 PASI-SFLTP 35819629002 POE Enterolert/Quanti-Tray 1 PASI-SFLTP 35819629003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFLTP 35819629004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35819629005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFLTP 35819629006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFLTP PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11784 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35819629 4500145 Sample:EQUIPMENT BLANK Lab ID:35819629001 Collected:08/09/23 13:00 Received:08/09/23 16:36 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 08/10/23 17:1208/09/23 17:071.0 1.0 1 Sample:POE Lab ID:35819629002 Collected:08/09/23 13:50 Received:08/09/23 16:36 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 08/10/23 17:1208/09/23 17:0710.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35819629003 Collected:08/09/23 13:05 Received:08/09/23 16:36 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 08/10/23 17:1208/09/23 17:0710.0 10.0 10 Sample:DOWN STREAM Lab ID:35819629004 Collected:08/09/23 13:15 Received:08/09/23 16:36 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 08/10/23 17:1208/09/23 17:0710.0 10.0 10 Sample:UP STREAM Lab ID:35819629005 Collected:08/09/23 13:24 Received:08/09/23 16:36 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 08/10/23 17:1208/09/23 17:0710.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/14/2023 08:53 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11785 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35819629 4500145 Sample:BOAT RAMP Lab ID:35819629006 Collected:08/09/23 13:35 Received:08/09/23 16:36 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 08/10/23 17:1208/09/23 17:0710.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/14/2023 08:53 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11786 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35819629 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 941423 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35819629001, 35819629002, 35819629003, 35819629004, 35819629005, 35819629006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5173975 Associated Lab Samples:35819629001, 35819629002, 35819629003, 35819629004, 35819629005, 35819629006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 08/10/23 17:121.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/14/2023 08:53 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11787 #=QL# QUALIFIERS Pace Project No.: Project: 35819629 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/14/2023 08:53 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11788 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35819629 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35819629001 941423 941424EQUIPMENT BLANK Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35819629002 941423 941424POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35819629003 941423 941424WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35819629004 941423 941424DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35819629005 941423 941424UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35819629006 941423 941424BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/14/2023 08:53 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11789 Page 10 of 11790 Page 11 of 11791 #=CL# August 18, 2023 LIMS USE: FR - DENISE RAMOS LIMS OBJECT ID: 35820086 35820086 Project: Pace Project No.: RE: Denise Ramos City of Boynton Beach 5469 W. Boynton Beach Blvd. Boynton Beach, FL 33437 4500145 Dear Denise Ramos: Enclosed are the analytical results for sample(s) received by the laboratory on August 10, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - South Florida If you have any questions concerning this report, please feel free to contact me. Sincerely, Martha Montero martha.montero@pacelabs.com Project Manager (386)672-5668 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 1 of 11792 #=CP# CERTIFICATIONS Pace Project No.: Project: 35820086 4500145 Pace Analytical Services South Florida 3610 Park Central Blvd N, Pompano Beach, FL 33064 Florida Certification #: E86240 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 2 of 11793 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 35820086 4500145 Lab ID Sample ID Matrix Date Collected Date Received 35820086001 EQUIPMENT BLANK Water 08/10/23 10:30 08/10/23 16:30 35820086002 POE Water 08/10/23 11:25 08/10/23 16:30 35820086003 WOOLBRIGHT BRIDGE Water 08/10/23 10:37 08/10/23 16:30 35820086004 DOWN STREAM Water 08/10/23 10:48 08/10/23 16:30 35820086005 UP STREAM Water 08/10/23 11:00 08/10/23 16:30 35820086006 BOAT RAMP Water 08/10/23 11:11 08/10/23 16:30 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 3 of 11794 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 35820086 4500145 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 35820086001 EQUIPMENT BLANK Enterolert/Quanti-Tray 1 PASI-SFGDV 35820086002 POE Enterolert/Quanti-Tray 1 PASI-SFGDV 35820086003 WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray 1 PASI-SFGDV 35820086004 DOWN STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35820086005 UP STREAM Enterolert/Quanti-Tray 1 PASI-SFGDV 35820086006 BOAT RAMP Enterolert/Quanti-Tray 1 PASI-SFGDV PASI-SF = Pace Analytical Services - South Florida REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 4 of 11795 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35820086 4500145 Sample:EQUIPMENT BLANK Lab ID:35820086001 Collected:08/10/23 10:30 Received:08/10/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 1.0 U MPN/100mL 08/11/23 16:5508/10/23 16:501.0 1.0 1 Sample:POE Lab ID:35820086002 Collected:08/10/23 11:25 Received:08/10/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 U MPN/100mL 08/11/23 16:5508/10/23 16:5010.0 10.0 10 Sample:WOOLBRIGHT BRIDGE Lab ID:35820086003 Collected:08/10/23 10:37 Received:08/10/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 08/11/23 16:5508/10/23 16:5010.0 10.0 10 Sample:DOWN STREAM Lab ID:35820086004 Collected:08/10/23 10:48 Received:08/10/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 08/11/23 16:5508/10/23 16:5010.0 10.0 10 Sample:UP STREAM Lab ID:35820086005 Collected:08/10/23 11:00 Received:08/10/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 08/11/23 16:5508/10/23 16:5010.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/18/2023 03:04 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 5 of 11796 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 35820086 4500145 Sample:BOAT RAMP Lab ID:35820086006 Collected:08/10/23 11:11 Received:08/10/23 16:30 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualMDLPQL Analytical Method: Enterolert/Quanti-Tray Preparation Method: Enterolert/Quanti-Tray Pace Analytical Services - South Florida Enterolert, Quanti-Tray NPW Enterococci 10.0 MPN/100mL 08/11/23 16:5508/10/23 16:5010.0 10.0 10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/18/2023 03:04 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 6 of 11797 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 35820086 4500145 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 941771 Enterolert/Quanti-Tray Enterolert/Quanti-Tray Enterolert MPN Laboratory:Pace Analytical Services - South Florida Associated Lab Samples:35820086001, 35820086002, 35820086003, 35820086004, 35820086005, 35820086006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:5176394 Associated Lab Samples:35820086001, 35820086002, 35820086003, 35820086004, 35820086005, 35820086006 Matrix:Water AnalyzedMDL Enterococci MPN/100mL 1.0 U 1.0 08/11/23 16:551.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/18/2023 03:04 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 7 of 11798 #=QL# QUALIFIERS Pace Project No.: Project: 35820086 4500145 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Compound was analyzed for but not detected. U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/18/2023 03:04 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 8 of 11799 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 35820086 4500145 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 35820086001 941771 941772EQUIPMENT BLANK Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35820086002 941771 941772POEEnterolert/Quanti-Tray Enterolert/Quanti-Tray 35820086003 941771 941772WOOLBRIGHT BRIDGE Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35820086004 941771 941772DOWN STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35820086005 941771 941772UP STREAM Enterolert/Quanti-Tray Enterolert/Quanti-Tray 35820086006 941771 941772BOAT RAMP Enterolert/Quanti-Tray Enterolert/Quanti-Tray REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 08/18/2023 03:04 PM Pace Analytical Services, LLC 3610 Park Central Blvd N Pompano Beach, FL 33064 (954)582-4300 Page 9 of 11800 Page 10 of 11801 Page 11 of 11802 803 804 805 806 807 808 809 810 811 812 813 814 815 816 817 818 819 820 821 822 823 824 825 826 827 828 829 830 831 832 833 834 835 836 837 838 839 840 841 842 843 844 845 846 SOP#/ID: EC-0823-1 Title: SSO Sampling Plan Revision #: 1 Prepared by: JAM Prepared Date: 08/09/23 Effective Date: 08/15/23 Approved by: PK Approved Date: 08/15/23 Page 1 of 4 Sanitary Sewer Overflow (SSO) Sampling Plan The sampling plan is specifically for bacteriological sample collection for a Sanitary Sewer Overflow (SSO) into a water body. The sampling team will refer to Florida Department of Environmental Protection (FDEP) sampling protocols as needed. All persons that conduct or support field activities and field measurements shall follow the applicable procedures and requirements described in the Standard Operating Procedures for Field Activities, DEP-SOP-001/01 as per FAC Rule 62-160. Staff following the protocol are experienced in sample collection and should use best managemt practices and make proffessional decisions based on specific scenarios. Ultimately the goal is to assess situation properly, err on the side of caution and maximize efforts to ensure protection of public health and the environment. Scope: The objective of the plan is to outline basic principles and procedures to be used during the sampling of water bodies that have been impacted by a sanitary sewer overflow. The sampling plan elements: 1. Regulatory requirement 2. Determining sampling locations 3. Sampling Frequency/schedule 4. Sampling resources and equipment 5. Safety 6. Sampling 7. Analyses 8. Quality Assurance 9. Reporting Regulatory requirement: FAC 62-604 Collection systems and Transmission Facilities. Section 550.c - states types of human health and environmental impacts of the sanitary sewer overflow. FAC 62-160 Quality Asurance section section 62-160.210 - Approved Field Procedures. Determining Sampling Locations: The determination of sample locations needs to happen per event, as it is dependent on the reason for the sampling, water body being sampled, the amount spilled, site conditions and safety variables. Always err on the side of caution as you want to protect public health and the environment.. 847 SOP#/ID: EC-0823-1 Title: SSO Sampling Plan Revision #: 1 Prepared by: JAM Prepared Date: 08/09/23 Effective Date: 08/15/23 Approved by: PK Approved Date: 08/15/23 Page 2 of 4 Minor spills (less than 1000 gallons) to waters of the state or surface water bodies: Collect three samples 1. Point of Entry 2. Uptream (~300 to 500 feet from Point of Entry) 3. Downstream (~300 to 500 feet from Point of Entry) Major spills (greater than 1000 gallons) to waters of the state or surface water bodies: Collect four samples 1. Point of Entry 2. Uptream (~500 feet from Point of Entry) 3. Downstream (~500 feet from Point of Entry) 4. Background ( ~2000 feet upstream from Point of Entry) In a major spill, the City will coordinate with the Florida Department of Environmental Protection (Department) to identify respresentative sites for sample collection that capture and assess the spill and it’s impacts. Typically locations by the banks of the water bodies are considered worst case scenario for impacts. Locations in the middle of the water body would not be affected by the spill as much due to dilution. Sampling Frequency/schedule: Once a spill is confirmed, the City’s Laboratory will be notified to start coordination for sample collection. Collection will take place within 24 hour of the spill as long as the site is safe to collect and a laboratory is available to analyse microbiological samples. Collection of samples will take place on a daily basis. Samples will not be collected on the weekend unless the Department requires the City to collect additional samples. The sampling team needs to develop sampling protcol considering the short hold time for microbiological analysis for non potable water. Monitoring will continue until such time that Department confirms no further sample collection is needed. Based on the data, there might be changes to sampling points but they would need to be communicated and approved by the Department. Sampling resources and equipment: Cooler ICE Gloves 100 ml Sterile Bacteriological bottles Chain of Custody Pen/Sharpies Sampling dipper Dionized Water Field Meters Sampling Plan 848 SOP#/ID: EC-0823-1 Title: SSO Sampling Plan Revision #: 1 Prepared by: JAM Prepared Date: 08/09/23 Effective Date: 08/15/23 Approved by: PK Approved Date: 08/15/23 Page 3 of 4 Safety: Wear appropriate personal protective equipment (PPE), such as gloves, safety mask, and appropriate clothing. Be aware of potential hazards at the sampling site, such as slippery surfaces, potential debris or broken glass, wildlife, water body and heavy equipment operating near by. Sampling: Fill out all proper documentation and label bottles. Include any pertinent notes. Collect field parameters as needed. Carefully approach water body to minimize disturbance. Use telescoping, long handle dipper to avoid disturbing sediments, extend away from shoreline as much as possible and collect from half a foot below surface. Use proper techniques for collection (bottles, preservation, etc.) Collect from least contaminated areas to areas with potentially higher counts, going from downstream to upstream areas. Coordinate with the Laboratory to insure holding times are met. Analyses: Analysis will be based on whether the water body is fresh or saline. The laboratory performing test must be certified for non-potable water for that parameter. Water Body Test Target Level Fresh water Fecal Coliform 200 CFU/100ml Salt Water Enterococci 35 CFU/100ml Normally the City contracts with an outside laboratory for overflow testing. In an emergency situation the City will work with area certified laboratories that are able to assist. Listed below is the contact information for potential local laboratories. Laboratory Address Contact Number Pace Analytical 3610 Park Central Blvd N, Pompano Beach, FL 33064 (954) 582-4300 pacelabs.com Florida Spectrum 1460 W McNab Rd, Fort Lauderdale, FL 33309 (954) 978-6400 flenviro.com Quality Assurance: An equipment blank at a minimum frequency of 5% of the samples is collected to evaluate sampling equipment. Samples are preserved by cooling. Samples are placed in ice once collected. Normal holding time for non potable microbiological samples is 8 hours from collection. Coordination with the laboratory is critical to process samples within the holding time. The laboratory staff should be trained in sample collection. All field meters should be properly calibarated prior to use. 849 SOP#/ID: EC-0823-1 Title: SSO Sampling Plan Revision #: 1 Prepared by: JAM Prepared Date: 08/09/23 Effective Date: 08/15/23 Approved by: PK Approved Date: 08/15/23 Page 4 of 4 Reporting: The laboratory will be notified that verbal results will be needed as soon as available, with final reports following later. Verbal results will be provided to the Department on a daily basis or as soon as possible. Final reports will be provided to the Department once checked by the City laboratory. Document Control Revision # Update Date 1 Creation 08/09/23 850 851 852 Sewer Spill After Action Update Poonam K Kalkat Utility Director Commission Meeting Dec 19, 2023 853 Spill Incident and Location 854 Force Main inside the Stormwater Conflict Box Structure 855 •July 3, 2023 -City was informed of a potential spill in the Intracoastal Waterway and set up signage to inform the public and barriers to contain the spill. City started the clean up efforts and informed FDEP and PBCHD. Divers attempted unsuccessfully to repair the pipe to stop the spill. Summary of Actions Taken 856 •July 4, 2023 -City coordinated with contractors to procure equipment, material and parts to install bypass piping and a line stop to eliminate backpressure on the pipe. •July 5, 2023 -City met with FDEP on site; a line stop was installed and the dive team again tried to unsuccessfully repair the pipe. Summary of Actions Taken 857 •July 6, 2023 -City staff collected multiple samples at spill point of entry as well as upstream and downstream areas. City and contractors installed aboveground piping to bypass the broken pipe and the spill was stopped. •July 7-Aug 5, 2023 -City continued to collect bacteriological samples, cleaning stormwater manhole structures, collecting the clean up material •Aug 8, 2023 -City staff and contractors inspected the stormwater pipe using CCTV and divers to ensure no residual waste material remained in the pipe. Summary of Actions Taken 858 •The damaged pipe that caused the spill was located within a FDOT conflict structure and was not in a casing. •City reviewed other locations in the wastewater collection system where storm pipes could be located in conflict boxes. Only one other location was identified, and the pipe is in a casing and is protected from tidal water damage. •All conflict boxes, if found will be monitored, inspected and modified as needed. •Per City’s current practices, any pipe in a conflict box is required to be in a casing pipe. The damaged pipe that caused the spill was located within a FDOT conflict structure and was not in a casing •City reviewed and updated the Sanitary Sewer Overflow plan and modified existing communications protocols between City staff and South Central Regional Wastewater Treatment Facility. Also, the City formalized the current sampling procedures and communication workflows for sanitary sewer overflows System Evaluation & Recommendations 859 •City Commission approved repair and replacement of the damaged Force Main as an emergency project. The project commenced on July 24, 2023 and was completed on September 16, 2023. •The City has started a project to systematically review the existing utility infrastructure and develop a risk matrix. •The City continues to perform condition assessment of waste water collection system assets and develop a ranking and prioritization system System Evaluation & Recommendations 860 Conclusions •The City spent over $1.6 million for containment, cleanup, sampling & analysis, materials and services for repairs and replacement of the damaged pipe. •The repairs to the damaged force main was an extremely challenging and time intensive task that City staff responded immediately to mobilize emergency contractors. •At all times City staff reacted quickly and expeditiously and communicated with City Manager’s office and regulatory agencies to keep them informed. •The circumstances of the pipe damage were due to the location as the section of pipe that developed a leak and was exposed to saltwater due to tidal influences, lessening its overall life expectancy. •The stormwater conflict structure was only accessible by certified divers as the flow from the pipe break and tidal water caused a hazardous environment in a confined space. •The pipe could not be exposed in any other way, as digging the area could have resulted in the conflict structure collapse. •The City’s quick response and approach prevented further damage to the pipe and more widespread impacts and resolved the emergency as quickly as possible under challenging circumstances.861 Questions? 862 City of Boynton Beach Agenda Item Request Form 11.B New Business 12/19/2023 Meeting Date: 12/19/2023 Presentation regarding fleet management, due to the concerns with the auto strike, and the possible reduction in products. Requested Action: Requested by Commissioner Kelley. Attachments: Commission Presentation Fleet 863 Fleet Management Mario F. Guzman Director of Public Works & Engineering Email: Guzmanm@bbfl.us Phone: 561-742-6201 864 AGENDA • Current UAW Status • Initiatives (Acquisition & Parts Supply) • Replacement Summary 865 Current UAW Status • Insights • September 15 th 2023 – UAW strike began with 7K Ford workers. Current 40K workers • Adds to the compounding issue from COVID -19 and affects: • Ford (Over 3K employees laid off) • General Motors (Over 2K employees laid off) • Stellantis – Dodge, Ram, Chrysler (Over 1K employees laid off) • October 20 th 2023 – Negotiations ongoing, no agreements • Impacts • Reduced availability • Replacement time increase • Increases in maintenance cost 866 Initiatives • In stock acquisition • Modification / PO increases • Stock order acquisitions (municipal cancellations) • Napa Implementation 867 Inventory order Acquisition 36 Inventory acquisitions (23 Police, 5 Solid Waste, 7 City, 1 Fire) Stock order Acquisition 13 Stock order acquisitions (5 Police, 7 Solid Waste, 1 Fire) 868 NAPA – Asset Works Implementation • Resolution R23-063 Commission approved May 16th • Po issued Jun 14 th • Oct 23 rd Trainings • Oct 30 th Napa – Asset Works to go live • Robust buying power • Access to 57 distribution centers, 6K Auto Stores & over 500K parts in inventory (Nationwide) • Pre stock of City of Boynton Beach Fleet parts. 869 Fleet Replacement Overview • 75 Units to be replaced in FY2024 • 32 Ordered • Total PD Units 36 to Replace, 14 sourced, 18 Received • 4 In process • 39 Pending (Commission approval & quoting) 870 THANK YOU & QUESTIONS 871 City of Boynton Beach Agenda Item Request Form 12.A Legal 12/19/2023 Meeting Date: 12/19/2023 Proposed Resolution R23-190- A Resolution of the City of Boynton Beach, Florida, approving and authorizing The Re-assignment of the Town Square Investigation to Pamala H. Ryan, Esquire, of Ottinot Ryan Law, and providing an effective date. Requested Action: Approve Proposed Resolution No. R23-190. Explanation of Request: On September 14, 2023, the City Commission provided the former Interim City Attorney direction and a scope of work for the Town Square investigation. Due to a potential conflict of interest with the currently assigned counsel relating to this matter, the City Attorney's Office is requesting reassignment to Pamala H. Ryan, Esquire, of Ottinot Ryan Law. How will this affect city programs or services? No affect. Attachments: R23-190 Resolution_Re-assigning_Town_Square_Investigation.docx 872 1 C:\Users\EASYPD~1\Appdata\Local\Temp\BCL Technologies\Easypdf 8\@BCL@CC0858E8\@BCL@CC0858E8.Docx RESOLUTION NO. R23-1901 A RESOLUTION OF THE CITY OF BOYNTON BEACH, 2 FLORIDA, APPROVING AND AUTHORIZING THE RE-3 ASSIGNMENT OF THE TOWN SQUARE INVESTIGATION 4 TO PAMALA H. RYAN, ESQUIRE, OF OTTINOT RYAN 5 LAW, AND PROVIDING AN EFFECTIVE DATE.6 7 WHEREAS, on September 14, 2023, the City Commission provided the former Interim 8 City Attorney direction and a scope of work for the Town Square investigation; and9 WHEREAS, due to a potential conflict of interest with the currently assigned counsel 10 relating to this matter, the City Attorney's Office is requesting reassignment to Pamala H. Ryan, 11 Esquire, of Ottinot Ryan Law; and12 WHEREAS, the City Commission of the City of Boynton Beach, Florida, deems it to be 13 in the best interest of the citizens and residents of the City to Approve and authorize the re-14 assignment of the Town Square Investigation to Pamala H. Ryan, Esquire, of Ottinot Ryan Law.15 NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF 16 BOYNTON BEACH, FLORIDA, THAT:17 Section 1.The foregoing “Whereas” clauses are hereby ratified and confirmed as 18 being true and correct and are hereby made a specific part of this Resolution upon adoption.19 Section 2.The City Commission of the City of Boynton Beach, Florida, hereby 20 approves and authorizes the re-assignment of the Town Square Investigation to Pamala H. 21 Ryan, Esquire, of Ottinot Ryan Law.22 Section 3. This Resolution shall become effective immediately.23 24 873 2 C:\Users\EASYPD~1\Appdata\Local\Temp\BCL Technologies\Easypdf 8\@BCL@CC0858E8\@BCL@CC0858E8.Docx PASSED AND ADOPTED this 19th day of December, 2023.25 CITY OF BOYNTON BEACH, FLORIDA26 27 YES NO28 29 Mayor – Ty Penserga __________30 31 Vice Mayor – Thomas Turkin __________32 33 Commissioner – Angela Cruz __________34 35 Commissioner – Woodrow L. Hay __________36 37 Commissioner – Aimee Kelley __________38 39 VOTE ______40 41 42 43 ATTEST:44 45 ___________________________________________________________46 Maylee De Jesús, MPA, MMC Ty Penserga47 City Clerk Mayor48 49 APPROVED AS TO FORM:50 (Corporate Seal)51 _______________________________52 Shawna G. Lamb53 City Attorney54 874