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06/08/2021 (4)
BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY ,FLORIDA COMMISSION MMISSION AGENDA TUESDAY, JUNE 8, 2021 - 9:00 AM Commission Chambers Indian River County Administration Complex 1801 27th Street, Building A Vero Beach, Florida, 32960-3388 www.ircgov.com COUNTY COMMISSIONERS Chairman, Joseph E. Flescher, District 2 Jason E. Brown, County Administrator Vice Chairman, Peter D. O'Bryan, District 4 Dylan Reingold, County Attorney Commissioner Susan Adams, District 1 Jeffrey R. Smith, Clerk of the Circuit Court and Comptroller Commissioner Joseph H. Earman, District 3 Commissioner Laura Moss, District 5 This meeting can be attended virtually via Zoom. Instructions can be found at the end of this agenda and also online at www.ircgov.com. 1. CALL TO ORDER 2.A. A MOMENT OF SILENT REFLECTION FOR FIRST RESPONDERS AND MEMBERS OF THE ARMED FORCES 2.B. INVOCATION Leslie Rossway Swan, Supervisor of Elections 3. PLEDGE OF ALLEGIANCE Commissioner Joseph H. Earman 4. ADDITIONS/DELETIONS TO THE AGENDA / EMERGENCY ITEMS Change to item order: 8R and 8S have been moved to Departmental Matters, -Utilities Services. Delete Item 8 AB: Item moved to 6/15 agenda. 5. PROCLAMATIONS and PRESENTATIONS 5.A. Presentation of Proclamation Honoring the Heroism of Gage Kepley Attachments: Proclamation 6. APPROVAL OF MINUTES June 8, 2021 Page 1 of 8 6.A. Regular Meeting of March 16, 2021 Attachments: 03162021 BCC Draft 6.B. Special Call Meeting of March 30, 2021 Attachments: 03302021 BCC SpecialCall Draft 6.C. Regular Meeting of Aprilri16, 2021 Attachments: 04062021 BCC Draft 6.D. Regular Meeting of April 13, 2021 .Attachments: 04132021 BCC Draft 7. INFORMATION ITEMS FROM STAFF OR COMMISSIONERS NOT REQUIRING BOARD ACTION 7.A. Proclamation Honoring Diane Grabenbauer on Her Retirement From Indian River County Board of County Commissioners Department of Emergency Services/Fire Rescue with Twenty -Three Years of Service Attachments: Proclamation 7.B. Proclamation Honoring .Terry L. Atwood on His R etirement From Indian River County Board of County Commissioners Department of General Services . / Library Services Division with Twelve Years of Service Attachments: Proclamation 7:C. Florida Public Service ,Commission Order PSC -2021 -0169 -PCO -EI suspending FPL's. requested permanent rate schedules. Attachments: PSC -2021 -0169 -PCO -EI 7.D. Update on Brightline Trains Expenses Attachments: Staff Report Brightline Trains Expenses 7.E. Indian River County Venue Event Calendar Review Attachments: IRC Venue Event Calendar 7.F. Public Announcement for Hurricane Preparedness - Are You. Ready? Attachments: Staff Report Public Advertisement & Preparedness Guide 8. CONSENT AGENDA 8.A. Checks and Electronic Payments April 23, 2021 to April 29, 2021 Attachments: Finance Department Staff Report Page 2 of 8 June 8, 2021 8.B. Checks and Electronic Payments April 30, 2021 to May 6, 2021 Attachments: Finance Department Staff Report 8.C. Checks and Electronic Payments May 7, 2021 to May 13, 2021 Attachments: Finance Department Staff Report 8.D. Checks and Electronic Payments May 14, 2021 to May 20, 2021 Attachments: Finance Department Staff Report 8.E. Checks and Electronic Payments May 21, 2021 to May 27, 2021 Attachments: Finance Department Staff Report 8.F. Quarterly OPEB Trust Report for Quarter Ending 03/31/2021 Attachments: Quarterly OPEB Report 8.G. Quarterly Investment Report for Quarter Ending 03/31/2021 Attachments: Quarterly Investment Report 8.H. Quarterly Tourist Development Tax Report for Quarter Ending 03/31/2021 Attachments: Finance Department Staff Report 8.I. Dori Slosberg Driver :Education. Safety Act - Indian River County Traffic Education Program Trust Fund Report - Cumulative Reporting through 03/31/2021 Attachments: Traffic Education Fund Report 8.J. Tourist Development Council 2021/2022 Budget Recommendations Attachments: Staff Report 8.K. American Rescue Plan Act of 2021- Funding Agreements and Revised Non-Profit Eligibility List Attachments: Staff Report U.S. Dept of Treasury Coronavirus State & Local Recovery Funds United Way ARP Funding Agreement IRC Chamber of Commerce ARP Funding Agreement Non-Profit Assistance Grant Application Additional Non-Profit Agencies Eligible for Funding 8.L. Miscellaneous Budget Amendment 008 Attachments: Staff Report Resolution Exhibit "A" June 8, 2021 Page 3 of 8 8.M. Final Ranking of Firms and Award of RFP 2021034 for Main and North Library Meeting Room AudioNideo Upgrade Attachments: Staff Report . Attachment 1 8.N. Approval of New License Agreement for Donald MacDonald Park Campground Attachments: Staff Report Donald MacDonald: Park License 8.0. Work Order No. 41 for Kimley-Horn and Associates, Inc., Oslo Road Improvements 58th Avenue to 82nd Avenue Utility Relocations, FDOT Project 431521-1 Attachments: Staff Report Work Order No 41 Kimley-Horn and Associates Inc 8.P. Work Order No. 17 for Kimley-Horn and Associates, Inc. - Amendment 1, 58th Avenue Relocations - 53rd Street to. 57th Street Attachments: Staff Report Work Order No 17 Amendment 1-KHA 8.Q. Work Order No. 2 for Schulke, Bittle & Stoddard, LLC,: Floravon: Shores Septic to Sewer Design Services Attachments: Staff Report Work Order No 2 Schulke Bittle & Stoddard LLC 8.T. Resolution Cancelling Taxes on Property Purchased for Public Purpose: 66th Avenue Right -of -Way Attachments: Staff Report Resolution 8.U. Authorization to Purchase Thermoplastic Pavement Marking. Application System Attachments: Staff Report 8.V. Award of Bid No: 2021036 Indian. River County Courthouse Roof Replacement IRC -1764 Attachments: Staff Report Sample Agreement 8.W. Approval of Work Order No. MM -2 with Kimley-Horn and Associates, Inc. for Construction Related Structural: Engineering Services for Construction of Moorhen Marsh Low Energy Aquatic Plant System Attachments: Staff Report Work Order No. MM -2 Page 4 of 8 June 8, 2021 8.X. Recommendation of Award of Construction Contract for Moorhen Marsh Low Energy Aquatic Plant System (Bid 42021038) Attachments: Staff Report Sample Agreement 8.Y. Approval of Amendment . No. 2 to DEP Agreement No. S0839 for Construction of an Oyster Reef Along Foot Island in the Indian River Lagoonoon Attachments: Staff Report Amendment No. 2 to DEP Agreement 8.Z. Revision to Administrative Policy AM -702.1 Sick Leave Attachments: Staff Report 702.1 Sick Leave 2021 final 702.1 Sick Leave 2021 markup 8.AA. Revision to Administrative Policy AM -202.1 Hiring and AM -207.1 Promotion Attachments: Staff Report 202.1 Hiring 2021 final 202.1 Hiring 2021 markup 207.1 Promotion 2021 final 207.1 Promotion 2021 markup 9. CONSTITUTIONAL OFFICERS and GOVERNMENTAL AGENCIES 9.A. Indian River County Sheriff Eric Flowers re: Community Oriented Policing Services (C.O.P.S) Hiring Program Grant Attachments: Sheriff's Memorandum FY 21 COPS 10. PUBLIC ITEMS A. PUBLIC HEARINGS B. PUBLIC DISCUSSION ITEMS 10.B.1. Request to Speak from Sebastian River Medical Center President, Ron Bierman and Medical Director, Dr. Ravi Masih re: Cellular Coverage with Verizon for EMS Purposes and Patient Care Attachments: Public Discussion Request C. PUBLIC NOTICE ITEMS 11. COUNTY ADMINISTRATOR MATTERS 12. DEPARTMENTAL MATTERS A. Community Development B. Emergency Services Page 5 of 8 June 8, 2021 C. General Services I D. Human Resources E. Information Technology F. Office of Management and Budget G. Public Works:. H. Utilities Services 12.H.1. Sole Source for Environmental Equipment Services (EES) and Permission to Increase Capital Funds Attachments: Staff Report ESS Proposal Quote #021821 CPI-rev2 Sole Source Letter Smith & Loveless Inc Equipment Pictures 8.R. Groundwater Modeling and : Impact Evaluations with CDM Smith, Amendment No. 2 to Work Order No. 5 Report Attachments: Staff Re p Amendment No 2 to Work Order No 5 with CDM 8.S. Well Field and Alternative Water Supply Evaluation Attachments: Staff Report Work Order No 5 with KHA 12.H.2. Well Field Feasibility Expansion Study by All Webbs Enterprises, Inc. Attachments: Staff Report Section 01000 Summary of. Work Section 01200 Measurement and Payment Schedule of Values for Investigation for S1 and N7 Wells Sample Agreement 13. COUNTY ATTORNEY MATTERS D.A. Request for Release of an Easement Located at 170 Seaspray Lane, Town of Orchid, FL Attachments: Staff Report Resolution to Release Easement D.B. Environmental Control Hearing Board Committee Vacancy Attachments: Staff Report Page 6 of 8 June 8, 2021 13.C. Eviction Prevention & Diversion Mediation Attachments: Staff Report Mediation Proposal 5-20-21 13.D. Brightline Settlement Agreement Attachments: Staff Report Settlement Agreement - With Exhibit Index 05-04-21 Ex A - Indian River Crossings Ex B - Planned Crossing Improvements Ex C - Additional Crossing Improvements - Corrected Ex. D - Jt. Stip. of Dismissal Ex. E IRC Release Carve -Out Locations 14. COMMISSIONERS MATTERS A. Commissioner Joseph E. Flescher, Chairman B. Commissioner Peter D. O'Bryan, Vice Chairman C. Commissioner Susan Adams D. Commissioner Joseph H. Earman E. Commissioner Laura Moss 14.E.1. The Water of Indian River County Attachments: Commissioner's Memorandum Atch 1 - Ltr from IRSWCD - USGS Study Atch 2 - Ltr from IRSWCD - Public Workshops Request Atch 3 - Commissioner's Memo on Geohydrology 04.14.21 Atch 4 - IRC 2030 Comp Plan Chapter 3D Atch 5 - USGS Geohydrology of IRC 1988 Report 88-4073 14.E.2. Tourist Tax Attachments: Commissioner's Memorandum Atch 1 - Florida Statute 125.0104 (2020) Atch 2 - County Ordinance 87-1.1 Atch 3 - VB Lfieguard Assoc 2020 Report Atch 4 Farrow Construction Estimate 2018 Atch 5 - House of Refuge (Humiston) rendering Atch 6 -1987 Referendum Results - Tourist Dev Tax Atch 7 - 1987 Proposed Expenditures - Tourist Dev Tax 15. SPECIAL DISTRICTS AND BOARDS Pale 7 of 8 June 8, 2021 A. Emergency Services District 15.A.1. ::Approval to Purchase PulsePoint, a Sole Source Mobile Based Application Attachments: Staff Report PulsePoint Sole Source B. Solid Waste Disposal District 15.B.1. American Rescue Plan Funding for Leachate Treatment Project at the IRC Landfill Attachments: Staff Report C. Environmental Control Board 16. ADJOURNMENT Except for those matters specifically :exempted under the State Statute and Local Ordinance, the Board shall provide an opportunity for public comment prior to the undertaking:by the.Board of any action on the agenda, including those matters on the Consent Agenda. Public comment shall also be heard on any proposition which the Board is to take action which was either not .on the Board agenda or distributed to the public prior :to the commencement of the meeting. Anyone who may wish to appeal any decision which may be made at this meeting will need to ensure that a verbatim record of the proceedings is made which includes the testimony and evidence upon which the appeal will be based: Anyone who needs a special accommodation for this meeting may. contact the County's Americans with Disabilities Act (ADA) Coordinator at (772) 226-1223 at least 48 hours in advance of meeting. Anyone who needs special accommodation with a hearing aid for this meeting may contact the Board of County Commission Office at 772-226-1490 at least 20 hours in advance of the meeting. The full agenda is available on line at the Indian River. County Website at www.ircgov.com The full agenda is also available for review in the Board of County Commission Office, the Indian River County Main Library, and the North County Library. Commission Meetings are broadcast live on Comcast Cable Channel 27 Rebroadcasts continuously with the following proposed schedule: Tuesday at 6: 00 p. m. until Wednesday at 6:00 a.m., Wednesday at 9:00 a.m. until 5:00 p.m., Thursday at 1:00 p.m. through Friday Morning, and Saturday at 12:00 Noon to S: 00 p. m. Page 8 of 8 ��VERCOG INDIAN RIVER COUNTY * Board of County Commissioners FCORI�Q' County Commission Meeting Public Participation Options: 1. Zoom You can join the virtual meeting from a computer, telephone, or both: To join by computer: 1. Click on this link: https:Hircgov zoom us/i/86244874222?pwd=OFBVUIBWL3VFVTkzREImUUtrKOZQUT09 Password 228600 2. After you join the meeting, you can choose to use your 1) computer audio or 2) Telephone. By selecting the "Call Me" option, a call comes right away to the phone number provided. To join by telephone: 1. (216) 706- 7052 1 or (866) 528-2256 (US Toll Free) 2. Conference code: 9039141 When you wish to speak, you can 1. "raise your hand" and wait to be acknowledged, or 2. unmute yourself with the mute button on Zoom (*6 for telephone callers) and begin speaking when the chairperson asks for public comment from the Zoom\Phone audience. Click here for Zoom Help. 2. Public Comments Form Submit your comments about any item on the agenda using the public comments form at https•//www.ircgov.com/comments.htmi. Your comments will be made a part of the public record and provided to the Board of County Commissioners. Options to watch the meeting live without participation: 1. Comcast Channel 27 2. www.ircgov.com (click on link to IRC Gov Ch 27 TV Live) 3. YouTube Live The Indian River County Board of County Commissioners meetings are broadcast on YouTube Live. Please follow the instructions below: 1. Gotoyoutube.com/c/indianRiverCountvFL 2. Select the "LIVE NOW" link for the current meeting. 1] BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY FLORID COMMISSION AGEN TUESDAY, JUNE 8, 2021 - 9:0,6 AM Commission Cham ers Indian River County Admin' tration Complex 180127th Street, uilding A Vero Beach, Flor' a, 32960-3388 www.i cgov.com COUNTY COMMISSIONERS Chairman, Joseph E. Flescher, District 2 Jason E. Brown/ount�y Administrator Vice Chairman, Peter D. O'Bryan, District 4 Dylan Reingol ,y Attorney Commissioner. Susan Adams, District 1 Jeffrey R. S ith, Clerk of the Circuit Court and Comptroller Commissioner Joseph H. Earman, District 3 Commissioner Laura Moss, District 5 This meeting can be attended vii end of this agenda 1. CALL TO ORDER 2.A. A MOMENT OF SILENT R OF THE ARMED FORCES 2.B. INVOCATION Leslie Rossway Swan, Su� 3. PLEDGE OF LL] is Zoom. Instructions can be found at the i online at www.ircgov.com. FOR FIRST RESPONDERS AND MEMBERS lisor of Elections IANCE Commissioner Jos ph H. Earman 4. ADDITIONS/DELETIONS TO THE AGENDA / EMERGENCY ITEMS 5. PROCLAMAiTIONS and PRESENTATIONS 5.A.lArtetachme sentation of Proclamation Honoring the Heroism of Gage Kepley nts: Proclamation 6. APPROVAL OF MINUTES .A. Regular Meeting of March 16, 2021 6.B. Special Call Meeting of March 30, 2021 June 8, 2021 Page 1 of 8 6.C. Regular Meeting of April 6, 2021 6.D. Regular Meeting of April 13, 2021 7. INFORMATION ITEMS FROM STAFF OR COMMISSIONERS NOT REQUIRING BOARD ACTION 7.A. Proclamation Honoring Diane Grabenbauer on Her Retirement Fro Indian River County Board of County Commissioners Department of Emer ency Services/Fire Rescue with Twenty -Three Years of Service Attachments: Proclamation 7.B. Proclamation Honoring Terry L. Atwood on His Ret'fement From Indian River County Board of County Commissioners Department f General Services / Library Services Division with Twelve Years of Service Attachments: Proclamation 7.C. Florida Public Service Commission FPL's requested permanent rate schedules. Attachments: PSC -2021 -0169 -PCO -EI 7.D. Update on Brightline Trains Expenses Attachments: Staff Report Brightline Trains E enses 7.E. Indian River County Venue E nt Calendar Review Attachments: IRC Venue vent Calendar 7.F. Public Announcement r Hurricane Preparedness - Are You Ready? Attachments: Staff , eport PuVic Advertisement & Preparedness Guide PSC -2021 -0169 -PCO -EI suspending 8. CONSENT AGENDA 8.A. Checks a - Electronic Payments April 23, 2021 to April 29, 2021 8.B. 8.C. 8. . June 8, 2021 Attachh, ents: Finance Department Staff Report Che.Cks and Electronic Payments April 30, 2021 to May 6, 2021 � tachments: Finance Department Staff Report Checks and Electronic Payments May 7, 2021 to May 13, 2021 Attachments: Finance Department Staff Report Checks and Electronic Payments May 14, 2021 to May 20, 2021 Attachments: Finance Department Staff Report Page 2 of 8 8.E. Checks and Electronic Payments,May 21, 2021 to May 27, 2021 Attachments: Finance Department Staff Report 8.F. Quarterly OPEB Trust Report for Quarter Ending 03/31/2021 Attachments: Quarterly OPEB Report 8.G. Quarterly Investment Report for Quarter Ending 03/31/2021 Attachments: Quarterly Investment Report 8.H. Quarterly Tourist Development Tax Report for Quarter Ending 03/ /2021 Attachments: Finance Department Staff Report 8.I. Dori Slosberg Driver Education Safety Act - Indian iver County Traffic Education Program Trust Fund Report - Cumulative Reporting thro gh 03/31/2021 Attachments: Traffic Education Fund Report 8.J. Tourist Development Co/Commerce 022 Budget ecommendations Attachments: Staff Rep 8.K. American Rescue Pla2021 Funding Agreements and Revised Non -Profit Eligibility List Attachments: Staff Rep U.S. Dept Coronavirus State & Local Recovery Funds United Wding Agreement IRC Chamerce ARP Funding Agreement Non-Profie Grant Application Additior'Zi Non -Profit Agencies Eligible for Funding 8.L. Miscellaneous Bu eget Amendment 008 Attachments: S Report esolution Exhibit "A" 8.M. Final/Ranking of Firms and Award of RFP 2021034 for Main and North Library Meeting Room Audio/Video Upgrade Attachments: Staff Report Attachment 1 8.N. Approval of New License Agreement for Donald MacDonald Park Campground Attachments: Staff Report Donald MacDonald Park License June 8, 2021 Page 3 of 8 8.0. Work Order No. 41 for Kimley-Horn and Associates, Inc., Oslo Improvements 58th Avenue , to 82nd Avenue Utility Relocations, FDOT 431521-1 Attachments: Staff Report Work Order No 41 Kimley-Horn and Associates Inc 8.P. Work Order No. 17 for Kimley-Horn and Associates, Inc. - Avenue Relocations - 53rd Street to 57th Street Attachments: Staff Report Work Order No 17 Amendment 1-KHA / Road 1, 58th 8.Q. Work Order No. 2 for Schulke, Bittle & Stodda/ardLLC loravon Shores Septic to Sewer Design Services Attachments: Staff Report Work Order No 2 Schulke Bittle & Sto 8.R. Groundwater Modeling and Impact Evaluations ith CDM Smith, Amendment No. 2 to Work Order No. 5 Attachments: Staff Report Amendment No 2 to Work rder No 5 with CDM 8.S. Well Field and Alternative Water Attachments: Staff Report Work Order No 5; 8.T. Resolution Cancelling Avenue Right -of -Way Attachments: Staff Rept Resol�a ion Evaluation 1.1EN on Property Purchased for Public Purpose: 66th 8.U. Authorization7tafl urchase Thermoplastic Pavement Marking Application System Attachments: Report 8.V. Award of Bid No: 2021036 Indian River County Courthouse Roof Replacement IRC -1764 Attac ments: Staff Report Sample Agreement 8.W. pproval of Work Order No. MM -2 with Kimley-Horn and Associates, Inc. for Construction Related Structural Engineering Services for Construction of Moorhen Marsh Low Energy Aquatic Plant System Attachments: Staff Report Work Order No. MM -2 June 8, 2021 Page 4 of 8 8.X. Recommendation of Award of Construction Contract for Moorhen Marsh ow Energy Aquatic Plant System (Bid #2021038) Attachments: Staff Report Sample Agreement 8.Y. Approval of Amendment No. 2 to DEP Agreement No. S0839 fo Construction of an Oyster Reef Along Foot Island in the Indian River Lagoon Attachments: Staff Report Amendment No. 2 to DEP Agreement 8.Z. Revision to Administrative Policy AM -702.1 Sick Leave Attachments: Staff Report 702.1 Sick Leave 2021 final 702.1 Sick Leave 2021 markup 8.AA. Revision to Administrative Policy AM -202.1 Hir' g and AM -207.1 Promotion Attachments: Staff Report 202.1 Hiring 2021 final 202.1 Hiring 2021 mark 207.1 Promotion 202 final 207.1 Promotion 2 1 markup 8.AB. Award of Bid No: 2021 45, 4th Street Culvert Replacement at 90th Avenue (IRC -2022) Attachments: Staff Repo Sample greement 9. CONSTITUTIONAL OFFIC S and GOVERNMENTAL AGENCIES 9.A. Indian River ounty Sheriff Eric Flowers re: Community Oriented Policing Services (C.O.. .S) Hiring Program Grant AttachmentslSheriffs Memorandum FY 21 COPS 10. PUBLIC ITEM A. PUBLIC HINGS B. PUBLIC//DISCUSSION ITEMS 10.1. / Request to Speak from Sebastian River Medical Center President, Ron Bierman and Medical Director, Dr. Ravi Masih re: Cellular Coverage with Verizon for EMS Purposes and Patient Care Attachments: Public Discussion Request C. PUBLIC NOTICE ITEMS 8, 2021 Page 5 of 8 11. COUNTY ADMINISTRATOR MATTERS 12. DEPARTMENTAL MATTERS A. Community Development B. Emergency Services C. General Services D. Human Resources E. Information Technology F. Office of Management and Budget G. Public Works H. Utilities Services 12.11.1. Sole Source for Environmental Equipme Services (EES) and Permission to Increase Capital Funds Attachments: Staff Report ESS Proposal Quote # 1821 CPI-rev2 Sole Source Letter S ith & Loveless Inc Equipment Picture 12.11.2. Well Field Feasibility Expans' - n Study by All Webbs Enterprises, Inc. Attachments: Staff Repo Section 0 000 Summary of Work Sectio 01200 Measurement and Payment Sch ule of Values for Investigation for S1 and N7 Wells Sb pie Agreement 13. COUNTY ATTORNEY ATTERS 13.A. Request fo Release of an Easement Located at 170 Seaspray Lane, Town of Orchid, F /Eviction nts: Staff Report Resolution to Release Easement 13.B.ental Control Hearing Board Committee Vacancy nts: Staff Report 13.C.Prevention & Diversion Mediation Attachments: Staff Report Mediation Proposal 5-20721 June 8, 2021 Page 6 of 8 13.D. Brightline Settlement Agreement Attachments: Staff Report Settlement Agreement - With Exhibit Index - 05-04-21 Ex. A - Indian River Crossings Ex. B - Planned Crossing Improvements Ex. C - Additional Crossing Improvements - Correcte Ex. D - Jt. Stip. of Dismissal Ex. E - IRC Release Carve -Out Locations 14. COMMISSIONERS MATTERS A. Commissioner Joseph E. Flescher, Chairman B. Commissioner Peter D. O'Bryan, Vice Chairman C. Commissioner Susan Adams D. Commissioner Joseph H. Earman E. Commissioner Laura Moss / 14.E.1. The Water of Indian River Attachments: Comm/USGS emorandum Atch 1SWCD -USGS Study Atch 2SWCD -Public Workshops Request Atch 3oner's Memo on Geohydrology 04.14.21 Atch- Comp Plan Chapter 3D At9/5 - Geohydrology of IRC 1988 Report 88-4073 14.E.2. Tourist Tax Commissioner's Memorandum Atch 1 - Florida Statute 125.0104 (2020) Atch 2 - County Ordinance 87-11 Atch 3 - VB Lfieguard Assoc 2020 Report Atch 4 - Farrow Construction Estimate 2018 Atch 5 - House of'Refuge (Humiston) rendering Atch 6 - 1987 Referendum Results - Tourist Dev Tax Atch 7 - 1987 Proposed Expenditures - Tourist Dev Tax 15. SPACIAL DISTRICTS AND BOARDS Emergency Services District June 8, 2021 Page 7 of 8 15.A.1. Approval to Purchase PulsePoint, a Sole Source Mobile Based Application Attachments: Staff Report PulsePoint Sole Source B. Solid Waste Disposal District. 15.B.1. American Rescue Plan Funding for Leachate Treatment P oject at the IRC Landfill Attachments: Staff Report C. Environmental Control Board 16. ADJOURNMENT Except for those matters specifically exempted under the State St, provide an opportunity for public comment prior to the undertaking including those matters on the Consent Agenda. Public comment the Board is to take action which was either not on the Board age commencement of the meeting. Anyone who may wish to appeal any decision which verbatim record of the proceedings is made which ir}< will be based. / /and Local Ordinance, the Board shall the Board of any action on the agenda, also be heard on any proposition which or distributed to the public prior to the be made at this meeting will need to ensure that a the testimony and evidence upon which the appeal Anyone who needs a special accommodati for this meeting may contact the County's Americans with Disabilities Act (ADA) Coordinator at (772),Z26-1223 at least 48 hours in advance of meeting. Anyone who needs special accommo ation with a hearing aid for this meeting may contact the Board of County Commission Office at 772-2 -1490 at least 20 hours in advance of the meeting. The full agenda is available on 1' e at the Indian River County Website at www.ircgov.com The full agenda is also available for review inth Board of County Commission Office, the Indian River County Main Library, and the North County Li y. gn Meetings are broadcast live on Comcast Cable Channel 27 dcasts continuously with the following proposed schedule: Tuesday at 6:00 p.m until Wednesday at 6:00 a.m., Wednesday at 9:00 a.m. until S: 00 p.m.; Thursday at 1:00p.m through Friday Morning, and Saturday at 12:00 Noon to 5: 00 p.m. June 8, 2021 Page 8 of 8 6 - PROCLAMATION HONORING THE HEROISM OF GAGE KEPLEY WHEREAS, every society is defined by the actions of individual members in helping one another when in need; and WHEREAS, Americans are collectively known around the world as a generous and caring people, willing to sacrifice their own well-being to assist others, even under the most extreme and dangerous circumstances; and WHEREAS, on Monday, May 17, 2021, nine-year-old Gage Kepley, a third -grader at Pelican Island Elementary, was travelling with his mother and two siblings when their vehicle went out -of -control, coming to rest in a pond off Schumann Drive in Sebastian; and WHEREAS, Gage, recognizing the danger of drowning, calmly unbuckled his five-year-old brother from his car seat and then held open the car door, allowing his family to escape the sinking vehicle; and WHEREAS, Gage's quick thinking under pressure was key to the successful rescue of the whole family, and allowed for a happy ending to a terrifying incident. NOW, THEREFORE, BE IT PROCLAIMED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, that Gage Kepley's selfless actions in the face of great danger to himself have reflected the finest American traditions and ideals, and the Board urges all Indian River County residents to follow Gage's superb example and show similar kindness and concern in the day-to-day lives of all our neighbors. Adopted this 8t" day of June, 2021. BOARD OF COUNTY COMMISSIONERS, INDIAN RIVER COUNTY, FLORIDA Joseph E. Flescher, Chairman Peter D. O'Bryan, Vice Chairman Susan Adams Joseph H. Earman Laura Moss 1 7A PRO CLAMA TION HONORING DIANE GRABENBAUER ONHER RETIREMENT FROM INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS DEPARTMENT OF EMERGENCY SERVICES/FIRE RESCUE WHEREAS, Diane Grabenbauer retired from Indian River County Department of Emergency Services Fire Rescue Division effective May 29, 2021; and WHEREAS, Diane Grabenbauer began her career on January S, 1998, as a Paramedic and within three years was promoted to Emergency Medical Services Lieutenant and with the merging of the fire and EMS departments in 2006 she became a Solo Paramedic in which position she served until her retirement, and WHEREAS, Diane Grabenbauer has served this County and the Public with distinction and selflessness. During her twenty-three years of service, her quiet demeanor, empathetic nature, and quick wit earned her the trust of her patients and respect of her co-workers. NOW, THEREFORE, BE IT PROCLAIMED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, that the Board applauds Paramedic Grabenbauer's efforts on behalf of the County, and the Board wishes to express their deepest gratitude for the dedicated service she has given to the residents and guests of Indian River County; and BE IT FURTHER PROCLAIMED that the Board of County Commissioners and staff extend their sincerest wishes for success in his future endeavors. Adopted this 8th day of June, 2021. BOARD OF COUNTY COMMISSIONERS INDIANRIVER COUNTY, FLORIDA Joseph E. Flescher, Chairman 2 PROCLAMATION HONORING TERRY L. ATWOOD ON HIS RETIREMENT FROM INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS DEPARTMENT OF GENERAL SER VICES, LIBRARY SER VICES DIVISION Terry L. Atwood retired from Indian River County Library Services Division effective May 30,2021; and WHEREAS, Terry L. Atwood began his career with Indian River County on July 3, 2009, as a Library Clerk and remained in that position until his retirement; and WHEREAS, Terry L. Atwood has served this County and Public with distinction and selflessness, providing customer service to library patrons of all ages. During his almost twelve (12) years of service, he was dedicated, and appreciated by his employer, citizens, and co-workers alike, and NOW, THEREFORE, BE IT PROCLAIMED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, that the Board applauds Terry L. Atwood's efforts on behalf of the County, and the Board wishes to express their appreciation for the dedicated service he has given to Indian River County; and BE IT FURTHER PROCLAIMED that the Board of County Commissioners and staff extend heartfelt wishes for success in his future endeavors! Adopted this 8th day of June 2021. BOARD OF COUNTY COMMISSIONERS INDIANRIVER COUNTY, FLORIDA Joseph E. Flescher, Chairman 0 3 r i�tu or't 4/�ut'i DOCUMENT NO. 04077-2021 :FPSC -COMMISSION CLERK 76 BEFORE THE FLORIDA PUBLIC SERVICE COMMISSION In re: Petition for rate increase by Florida DOCKET NO. 20210015 -El Power & Light Company. ORDER NO. PSC -2021 -0169 -PCO -EI „ ISSUED: May 14, 2021 The following Commissioners participated in the disposition of this matter: GARY F. CLARK, Chairman ART GRAHAM ANDREW GILES FAY MIKE LA ROSA ORDER SUSPENDING RATES BY THE COMMISSION: This proceeding commenced on March 12, 2021, with the filing of a petition for a permanent rate increase by Florida Power & Light Company (FPL or Company). The Company is engaged in business as a public utility providing electric service as defined in Section 366.02, Florida Statutes (F.S.), and is subject to the jurisdiction of the Commission. FPL provides electric service to more than 5.6 million retail customers in much of the state. FPL has requested an increase in its retail rates and charges to generate $1.108 billion in additional gross annual revenue, effective January 1, 2022. The Company also has requested an increase in its retail rates and charges to generate $607 million in additional gross annual revenue, effective January 1, 2023. FPL asserts that the combined increases will allow the Company to earn a return on equity (ROE) of 11.50 percent which includes a 50 basis point ROE performance incentive. The Company based its requests on projected test years ending December 31, 2022 and December 31, 2023. FPL stated that these test years are the appropriate periods to be utilized because they best represent expected future operations in the period immediately after any new base rates go.into effect. FPL has also requested Solar Base Rate Adjustments (SoBRAs) of approximately $140 million for both 2.024 and 2025. In total, the Company is requesting a $1.995 billion base rate increase. The current proposal also includes a 5 -year transition rider assessed to former Gulf Power Company customers (Northwest Florida) and credited to legacy. FPL customers (Peninsula Florida). The rider is separate and apart from Gulf's recovery of storm restoration costs resulting from Hurricanes Michael and Sally,.which will continue under a separate surcharge. FPL did not request any interim rate relief. In. FPL's most recent base rate proceeding in Docket No. 20160021 -EI, we approved a settlement agreement which authorized a revenue increase of $400 million effective January 1, 2017, and a revenue increase of $211 million effective January 1, 2018.' In addition, the Order No. PSC -2016 -0560 -AS -EI, issued December 15, 2016, in Docket No. 20160021 -El, Lt re: Petition for- rate increase by Florida Prnver d light C:ompan , Docket No. 20160061-E1, In re: Petition for approval of 2016-2018 ORDER NO. PSC -2021 -0169 -PCO -EI DOCKET NO. 20210015-E1 PAGE 2 settlement agreement provided for a generation base rate adjustment to coincide with the in- service date of the Okeechobee Clean Energy Center. The settlement agreement provided that retail base rates, with certain exceptions, would be frozen through the last billing cycle in December 2020. Section 12(c) of the. settlement agreement permitted FPL to continue to amortize its theoretical depreciation reserve surplus beyond December 31, 2020, if the Company provided notice to the Parties of the settlement agreement, prior to March 31, 2020, that it did not intend to seek a base rate increase with an effective date prior to January 1, 2022.2 FPL exercised this option. On January 29, 2021, we acknowledged the Office of Public Counsel's notice of intervention in this proceeding.3 The Florida Executive Agencies, Florida Industrial Power Users Group, Florida Retail Federation, Daniel and Alexandria Larson, Southern Alliance for Clean Energy, League of United Latin American Citizens, Environmental Confederation of Southwest Florida, Inc. and Florida Rising, Inc. are parties to this docket. Walmart, Vote Solar, Inc., CLEO Institute, Inc., and Floridians Against Increased Rates, Inc. have filed to intervene but not yet been granted intervention. A hearing has been scheduled for August 16-20 and 23- 27,2021. This order addresses the suspension of the requested pennanent rate increase. We have jurisdiction over this matter pursuant to Sections 366.06.(2) and (4), F.S. DECISION FPL filed its petition, testimony, and minimum filing requirements on. March 12, 2021. The Company has requested an increase in its retail rates and charges to generate $1.108 billion in additional gross annual revenue, effective January 1, 2022. 1 FPL also has requested an increase in its retail rates and charges to generate $607 million in additional gross annual revenue, effective January 1, 2023. Further, FPL has requested SoBRAs of approximately $140 million for both 2024 and 2025. Historically, we have suspended requested permanent rate schedules in order to adequately and thoroughly examine the basis for the new rates. Suspension of a requested rate increase is authorized by Section 366.06(3), F.S., which provides: Pending a final order by the commission in any rate proceeding under this section, the commission may withhold consent to the operation of all or any portion of the new rate schedules, delivering to the utility requesting such increase, within 60 days, a reason or written statement of good cause for withholding its consent. storm hardening plan, by Florida Power & Light Company; Docket No. 20160062-E1, In re: 2016 depreciation and dismantlement study by Florida Power & Light Companv: Docket No. 20160088-Ei, In re: Petition.for limited proceeding to modem and continue incentive mechanism, by Florida Power & Light Company. ' id. ' Order No. PSC -2021 -0062 -PCO -EL issued January 29, 2021, in Docket No. 20210015-E1, lit re Petition.for rate increase by Florida Power & Light Company. 5 ORDER 1\O. PSC -2021 -0169 -PCO -EI DOCKET NO. 20210015 -EI PAGE 3 In this rate case we also find it appropriate to suspend the requested permanent rate schedules to allow our staff and any intervenors sufficient time to adequately investigate whether the request for permanent rate relief is appropriate. Based on the foregoing, it is ORDERED by the Florida Public Service Commission that the requested permunent rate schedules filed by the Florida Power & Light Company in this docket shall be suspended in order to allow sufficient time to adequately investigate whether the request for permanent rate relief is appropriate. It is further ORDERED that this docket shall remain open pending our final decision regarding Florida Power & Light Company's requested permanent base rate increase. SBr By ORDER of the Florida Public Service Commission this 14th day of May, 2021. ADAC J. TEIi"ZMAN Commission Clerk Florida Public Service Commission 2540 Shumard Oak Boulevard Tallahassee, Florida 32399 (850) 413-6770 www.floridapsc.com Copies furnished: A copy of this document is provided to the parties of record at the time of issuance and, if applicable, interested persons. NOTICE OF FURTHER PROCEEDINGS OR JUDICIAL, REVIEW The Florida Public Service Commission is required by Section 120.569(1), Florida Statutes, to notify parties of any administrative hearing or judicial review of Commission orders that is available under Sections 120.57 or 120.68, Florida Statutes, as well as the procedures.and time limits that apply. This notice should not be construed to mean all requests for an administrative hearing or judicial review will be granted or result in the relief sought. Mediation may be available on a case-by-case basis. If mediation is conducted, it does not affect a substantially interested person's right to a hearing. Any party adversely affected by this order, which is preliminary, procedural or intermediate in nature, may request: (1) reconsideration within 10 days pursuant to Rule 25- 22.0376, Florida Administrative Code; or (2) judicial review by the Florida Supreme Court, in 6 ORDER NO. PSC -2021 -0169 -PCO -El DOCKET NO. 20210015 -El PAGE 4 the case of an electric, gas or telephone utility, or the First District Court of Appeal, in the case of a water:or wastewater utility. A motion for reconsideration shall be filed with the Office of Commission Clerk, in the form prescribed by Rule 25-22.0376, Florida Administrative Code. Judicial review of a preliminary, procedural or intermediate ruling or order is available if review of the final action will not provide an adequate remedy. Such review may be requested from the appropriate court, as described above, pursuant to Rule 9.100, Florida Rules of Appellate Procedure. 7 70 INFORMATIONAL INDIAN RIVER COUNTY INTER -OFFICE MEMORANDUM OFFICE OF MANAGEMENT AND BUDGET TO: Members of the Board of County Commissioners DATE: May 31, 2021 FROM: Kristin Daniels Director, Office of Management & Budget SUBJECT: UPDATE ON BRIGHTLINE TRAINS EXPENSES DESCRIPTION Staff is providing an update to the Board . of County Commissioners on actual expenses for Brightline Trains. Please see the attached document for expenses incurred as of 5/31/21. ATTACHED: • Brightline Trains Expenses through 5/31/21 spreadsheet. Brightline Trains Expenses Indian River County Board approved expenses of $186,921 prior to 3/24/15 authorization 3/24/15 Litigation- Board Approved a total of $2.7 million FY 14/15 - 16/17 In addition to prior authorization 10/2/2018 Board approved additional $92,500 11/20/2018 Board approved additional $1 million (Budget Amendment) 3/17/2020 Countv Attornev's Office received S200.000 from citizens fBudeet Amendment) Acct#00110214-033110-15023 Legal Services Date—vendor--— ownt Note 5/10/2021 Murphy & Walker $377.00 Fees for Legal Services April 2021 4/23/2021 Murphy & Walker $4,611.00 Fees for Legal Services March 2021 3/19/2021 Murphy & Walker $406.00 Fees for Legal Services February 2021 1/5/2021 Murphy & Walker $957.00 Fees for Legal Services November 2020 11/6/2020 Murphy & Walker $319.00 Fees for Legal Services October 2020 Subtotal Expenses FY 20/21 $6,670.00 9/30/2020 Murphy & Walker $1,073.00 Fees for Legal Services September 2020 9/25/2020 Murphy & Walker $2,719.60 Fees for Legal Services August 2020 8/4/2020 Murphy & Walker $870.00 Fees for Legal Services July 2020 7/13/2020 Murphy & Walker $3,065.00 - Fees for Legal Services June 2020 6/9/2020 Murphy & Walker $1,914.00 Fees for Legal Services May 2020 5/15/2020 MoloLamken LLP i $100,000.00 Fees for Legal Services April 2020 5/8/2020 Murphy & Walker - $4,263.00 Fees for Legal Services April 2020 - 4/8/2020 Murphy & Walker $11,541.25 Fees for Legal Services March 2020 3/25/2020 Bryan Cave LLP $427.00 Fees for Legal Services February 2020 3/19/2020 MoloLamken LLP $100,000.00 Fees for Legal Services February 2020 3/10/2020 Murphy & Walker $3,178.50 Fees for Legal Services February 2020 2/10/2020 Murphy & Walker $9,483.00 Fees for Legal Services January 2020 1/13/2020 Murphy & Walker $7,917.00 Fees for Legal Services December 2019 12/11/2019 Murphy & Walker $13,329.00 Fees for Legal Services November 2019 12/3/2019 Bryan Cave LLP $697.50 Fees for Legal Services October 2019 11/12/2019 Murphy & Walker $16,222.00 Fees for Legal Services October 2019 Subtotal Expenses FY 19/20 $276,699.85 9/30/2019 Murphy & Walker $19,290.00 Fees for Legal Services Aug & Sept 2019 9/30/2019 Bryan Cave LLP _ $49,142.40 Fees for Legal Services September 2019 9/30/2019 Bryan Cave LLP $7,161.12 Fees for Legal Services August 2019 9/18/2019 Bryan Cave LLP $107,257.70 Fees for Legal Services July 2019 9/11/2019 Murphy & Walker _ $18,912.00 Fees for Legal Services -Aug 2019 8/13/2019 Murphy & Walker $6,487.00 Fees for Legal Services lune & July 2019 7/10/2019 Murphy & Walker $13,868.00 Fees for Legal Services June 2019 6/24/2019 Bryan Cave LLP $1,244.00 Fees for Legal Services May 2019 6/12/2019 Murphy & Walker - $7,939.10 Fees for Legal Services May 2019 5/29/2019 Bryan Cave LLP $65,848.60 Fees for Legal Services April 2019 5/15/2019 Murphy & Walker $2,656.50 Fees for Legal Services April 2019 5/14/2019 Bryan Cave LLP $75,490.34 Fees for Legal Services March 2019 4/4/2019 Murphy & Walker $8,042.00 Fees for Legal Services March 2019 3/26/2019 Bryan Cave LLP $59,154.08 Fees for Legal Services February 2019 3/18/2019 Murphy & Walker $15,988.70 Fees for Legal Service -February 2019 3/18/2019 Bryan Cave LLP $3,577.26 Fees for Legal Service -January 2019 2/21/2019 Murphy & Walker $13,539.54 Fees for Legal Service -January 2019 2/5/2019 Bryan Cave LLP $9,938.49 Fees for Legal Service -December 2018 1/4/2019 Murphy & Walker $9,929.00 Fees for Legal Service -December 2018 12/27/2018 Bryan Cave LLP $26,535.95 Fees for Legal Service -November 2018 - 12/5/2018 McDermot,Will & Emery LLP $10,000.00 IRC Legislative Advocacy Matters -through 10/31/18 12/3/2018 Bryan Cave LLP . $16,416.20 Fees for Legal Service -October 2018 Subtotal Expenses FY 18/19 $548,417.98 9/30/2018 McDermot,Will & Emery LLP $10,565.97 IRC Legislative Advocacy Matters -through 9/30/18 9/30/2018 McDermot,Will & Emery LLP $10,000.00 IRC Legislative Advocacy Matters -through 8/31/18 9/30/2018 Bryan Cave LLP , $72,352.66 Fees for Legal Service -Sept 2018 9/30/2018 Bryan Cave LLP .$60,392.05 Fees for Legal Service -Aug 2018 9/10/2018 Bryan Cave LLP $109,699.89 Fees for Legal Service -July 2018 8/24/2018 McDermot,Will & Emery LLP $10,000.00 IRC Legislative Advocacy Matters- 5/11-7/30/18 8/8/2018 Bryan Cave LLP $49,360.27 Fees for Legal Service -June 2018 7/18/2018 McDermot,Will & Emery LLP $10,000.00 IRC Legislative Advocacy Matters- 4/18-4/20/18 7/17/2018 Bryan Cave LLP $14,257.36 Fees for Legal Services -May 2018 7/2/2018 McDermot,Will & Emery LLP $10,012.00 IRC Legislative Advocacy Matters- 4/6-4/20/18 6/13/2018 Bryan Cave LLP $30,148.74 Fees for Legal Services -April 2018 5/29/2018 McDermot,Will & Emery LLP $10,000.00 IRC Legislative Advocacy Matters- 2/27-4/5/18 5/15/2018 Bryan Cave LLP $23,853.70 Fees for Legal Services -March 2018 5/7/2018 McDermot,Will & Emery LLP - $10,000.00 IRC Legislative Advocacy Matters- 2/14-27/18 4/9/2018 Bryan Cave LLP $56,189.09 Fees for Legal Services -Feb 2018 4/9/2018 McDermot,Will & Emery LLP $10,000.00 IRC Legislative Advocacy Matters-Jan/Feb 3/14/2018 Bryan Cave LLP $58,782.89 Fees for Legal Services -Jan 2018 3/7/2018 McDermot,Will & Emery LLP $10,000.00 IRC Legislative Advocacy Matters-Dec/Jan 2/20/2018 Bryan Cave LLP $32,662.90 Fees for Legal Services -Dec 2017 2/2/2018 McDermot,Will & Emery LLP $10,000.00 IRC Legislative Advocacy Matters -Dec Date- enclor Amount Note 1/17/2018 Bryan Cave LLP $6,358.50 Fees for Legal Services -Nov 2017 12/19/2017 McDermot,Will & Emery LLP 1 $10,089.56 IRC Legislative Advocacy Matters-Oct/Nov 12/19/2017 McDermot,Will & Emery LLP $10,000.00 IRC Legislative Advocacy Matters -Sept Subtotal Expenses FY 17/18 I $634,725.58 9/30/2017 McDermot,Will & Emery LLP $10,033.78 Fees for Legal Services -Aug & Sept 9/30/2017 McDermot,Will & Emery LLP $10,000.00 IRC Legislative Advocacy Matters 9/30/2017 Bryan Cave LLP $2,995.50 Fees for Legal Services -Sept 2017 9/30/2017 Bryan Cave LLP $1,119.00 Fees for Legal Services -Aug 2017 9/27/2017 Bryan Cave LLP $13,195.60 Fees for Legal Services -July 2017 8/15/2017 Bryan Cave LLP $5,893.00 Fees for Legal Services -lune 2017 7/17/2017 Bryan Cave LLP $20,729.17 Fees for Legal Services -May 2017 private activity bonds 7/17/2017 Bryan Cave LLP - -1 $1,551.00 Fees for Legal Services- May 2017 6/13/2017 Bryan Cave LLP $823.50 Fees for Legal Services -April 2017 5/12/2017 Bryan Cave LLP $2,608.50 Fees for Legal Services -March 2017 5/12/2017 Bryan Cave LLP $77.02 Fees for Legal Service -March 2017 private activity bonds 4/10/2017 Bryan Cave LLP $3,385.90 Fees for Legal Services -Feb 2017 4/10/2017 Bryan Cave LLP $375.00 Fees for Legal Services -Feb 2017 private activity bonds 3/8/2017 Bryan Cave LLP 1 $11,097.20 Fees for Legal Services -Jan 2017 3/8/2017 Bryan Cave LLP $14,886.78 Fees for Legal Services -Jan 2017 private activity bonds 2/20/2017 Bryan Cave LLP $342.50 Fees for Legal Services- Dec 2016 2/20/2017 Bryan Cave LLP $53,720.93 Fees for Legal Services -Dec 2016 private activity bonds 1/24/2017 Shubin & Bass PAS $4,795.00 Fees for Legal Services -Nov 2016 1/17/2017 Bryan Cave LLP $534.50 Fees for Legal Services -Nov 2016 1/17/2017 Bryan Cave LLP A $15,931.78 Fees for Legal Services -Nov 2016 -private activity bonds 12/1/2016 Bryan Cave LLP - $1,722.50 Fees for Legal Services -Oct 2016 12/1/2016Bryan Cave LLP 1 $16,457.70 Fees for Legal Services -Oct 2016 -private activity bonds 12/1/2016 Shubin & Bass PAS $9,387.20 Fees for Legal Services -Oct 2016 Subtotal Expenses FY 16/17 $201,663.06 9/30/2016 Bryan Cave LLP 1 $5,060.15 Fees for legal Services -Sept 2016 9/30/2016 Bryan Cave LLP $46,369.62 Fees for Legal Services -Sept 2016 -private activity bonds 9/30/2016 Bryan Cave LLP $20,358.95 Fees for Legal Services -Aug 2016 9/30/2016 Bryan Cave LLP $8,496.08 Fees for Legal Services -Aug 2016 -private activity bonds 9/30/2016 Shubin & Bass PAS $28,277.00 Fees for Legal Services -Sept 2016 9/28/2016 Shubin & Bass PAS $22,949.40 Fees for Legal Services -Aug 2016 9/28/2016 Shubin & Bass PAS r $15,581.00 Fees for Legal Services -July 2016 9/14/2016 Bryan Cave LLP $14,149.70 Fees for Legal Services -July 2016 9/14/2016 Bryan Cave LLP $3,457.13 Fees for Legal Services -July 2016- private activity bonds 8/16/2016 Bryan Cave LLP - $72,430.59 Fees for Legal Services -June 2016- private activity bonds 8/16/2016 Bryan Cave LLP 1 $1,754.00 Fees for Legal Services -June 2016 7/27/2016 Shubin &Bass PAS $17,550.50 Fees for Legal Services -June 2016 7/19/2016 Bryan Cave LLP $3,561.50 Fees for Legal Services -May 2016 7/19/2016 Bryan Cave LLP $9,255.65 Fees for Legal Services -May 2016 -private activity bonds 6/21/2016 Shubin & Bass PAS $11,591.49 Fees for Legal Services -May 2016 6/14/2016 Bryan Cave LLP $27,804.30 Fees for Legal Services -April 2016 6/14/2016 Bryan Cave LLP $386.10 Fees for Legal Services -April 2016 -private activity bonds 5/24/2016 Shubin & Bass PAS $29,983.35 Fees for Legal Services -April 2016 5/3/2016 Shubin & Bass PAS $21,968.25 Fees for Legal Services -March 2016 4/19/2016 Bryan Cave LLP $19,845.75 Fees for Legal Services -March 2016 4/19/2016 Bryan Cave LLP $128,696.58 Fees for Legal Services -March 2016 -private activity bonds 4/6/2016 Bryan Cave LLP $112,572.86 Fees for Legal Services -Feb 2016 -private activity bonds 4/6/2016 Nabors & Giblin $150.00 Fees for Legal Services -August 2015 3/30/2016 Shubin & Bass PAS - ' $7,575.75 Fees for Legal Services -Feb 2016 3/16/2016 Bryan Cave LLP $31,795.61 Fees for Legal Service -Jan 2016 -private activity bonds 3/16/2016 Bryan Cave LLP ! $22,207.65 Fees for Legal Services -Jan 2016 2/9/2016 Bryan Cave LLP $16,410.09 Fees for Legal Service -Dec 2015 private activity bonds 2/9/2016 Bryan Cave LLP 1 $6,767.90 Fees for Legal Service -Dec 2015 1/20/2016 Bryan Cave LLP $50,663.10 Fees for Legal Service -Nov 2015 private activity bonds 1/20/2016 Bryan Cave LLP 1 $20,948.09 Fees for Legal Services Nov 2015 12/8/2015 Bryan Cave LLP ; $27,303.95 Fees for Legal Services Oct 2015 12/8/2015 Bryan Cave LLP 1 $1,245.06 Fees for Legal Services -Oct 2015 private activity bonds Subtotal Expenses FY 15/16 $807,167.15 9/30/2015 Bryan Cave LLP , $54,812.80 Fees for Legal Services Sept 2015 9/30/2015 Bryan Cave LLP $7,113.36 Fees for Legal Services -Sept 2015 private activity bonds 9/30/2015 Bryan Cave LLP i $81,436.99 Fees for Legal Services -Aug 2015 9/30/2015 Bryan Cave LLP $55,354.02 Fees for Legal Services -Aug 2015 private activity bonds 8/28/2015 Bryan Cave LLP 1 $51,636.09 Fees for Legal Services -July 2015 private activity bonds 8/28/2015 Bryan Cave LLP $6,307.05 Fees for Legal Services -July 2015 8/12/2015 Bryan Cave LLP $50,710.86 Fees for Legal Services -June 2015 private activity bonds 8/12/2015 Bryan Cave LLP $37,687.25 Fees for Legal Services -June 2015 7/1/2015 Bryan Cave LLP 1 $178,503.50 Fees for Legal Services -May 2015 private activity bonds 7/1/2015 Bryan Cave LLP $37,048.25 Fees for Legal Services -May 2015 7/2/2015 Bryan Cave LLP 1 $177,071.70 Fees for Legal Services -April 2015 7/1/2015 Bryan Cave LLP $28,871.78 Fees for Legal Services -April 2015 private activity bonds 6/18/2015 Nabors Giblin & Nickerson PA -$250.00 Martin county paid 1/2 5/20/2015 Nabors Giblin & Nickerson PA $500.00 Fees for Legal Services 05/12/15 Bryan Cave LLP $28,877.05 Fees for Legal Services 05/12/15 Bryan Cave LLP ' $145,105.00 Fees for Legal Services 10 Date 04/20/15 Bryan Cave LLP $4,107.50 Fees for Legal Services 3/24/15 Nabors Giblin & Nickerson PA` $617.49 IRC 1/3 Portion of legal Fees 2/24/15 Nabors Giblin & Nickerson PA* $5,593.56 IRC 1/3 Portion of Legal Fees 12/22/14 Bryan Cave LLP $33,252.60 Fees for Legal Services 12/10/14 Bryan Cave LLP $79,962.30 Fees for Legal Services $156.89 Subtotal Expenses FY 14/15 $1,064,319.15 $174.90 9/30/14 Bryan Cave LLP $26,975.60 Fees for Legal Services 9/30/14 Bryan Cave LLP $638.70 Fees for Legal Services 9/17/14 Bryan Cave LLP $937.50 Fees for Legal Services 9/30/2018 Subtotal Expenses FY 13/14 $28,551.80 - - 'Split between St.Lucle, Indian River, and Martin Counties Date 5/19/2020 Acct#00110214-033190-15023 Vendor Atlantic Coastal Land Title Amount $85.00 Other Professional Services Note Title Search 11/4/2019 Advanced Data Solutions $1,115.00 Document Scanning $400.39 Subtotal Expenses FY 19/20 $1,200.00 $97.32 11/27/2018 Scripps $92.40 Legal Advertising 11/21/2018 Gail E. Flinn $350.00 Transcription Services $156.89 Subtotal Expenses FY 18/19 $442.40 $174.90 9/30/2018 Copy Charges $32.96 Copies 8/30/2018 Florida Dept of Transportation $82.84 Public Records Request -balance 7/10/2018 Florida Dept of Transportation $82.84 Public Records Request 9/30/2018 Subtotal Expenses FY 17/18 $198.64 9/11/2018 4/28/2017 Martin County 509A reimbursement -$3,380.35 50% reimbursement - 4/18/2017 Triad Railroad Consultants $6,760.69 Expert Witness 2/20/2017 Atkins North America,lnc. $1,607.00 Drainage Reports & calculations 1/24/2017 Triad Railroad Consultants $13,396.11 Dylan Reingold-Capital Hili All Aboard FL Mtg 12/1/2016 VB Court Reporters $300.00 St Johns Admin Hearing 12/1/2016 Scripps $95.70 Legal Advertising Subtotal Expenses FY 16/17 $18,779.15 - 9/30/2016 GK Environmental $5,580.00 9/30/2016 Triad Railroad Consultants $24,758.59 Review AAF 90%& plans 9/30/2016 Atkins North America,lnc. $20,782.50 Drainage Reports & calculations 9/30/2016 Federal Express $8.18 8/5/2016 GK Environmental $2,040.00 7/12/2016 Dylan Reingold-travel to Wash DC - $928.37 AAF Hearing 6/1/2016 US Legal Support Inc. $160.80 AAF Hearing Certified Transcriber 5/23/2016 Federal Express $6.10 Shipping 5/11/2016 GK Environmental $6,000.00 Prelim wetland determination 4/19/16 GK Environmental $1,875.00 Prelim wetland determination 1/26/2016 Federal Express $6.85 Shipping 1/25/2016 VB Court Reporting $417.50 IRC vs Rogoff Subtotal Expenses FY 15/16 $62,563.89 9/30/2015 Dylan Reingold $412.00 Reimburse for case filing 9/16/2015 Federal Express $3.92 Shipping 8/25/2015 Railroad Consultant Group $36,053.97 Rail Safety Study 8/25/2015 Railroad Consultant Group $435.00 Rail Safety Study 7/14/2015 Federal Express $6.31 Shipping 7/2/2015 William M Sampson $6,875.00 Rail Crossing Analysis 6/16/2015 Federal Express $7.84 Shipping 6/10/2015Dylan Reingold-travel to Wash DC $446.11 Preliminary Hearing 5/12/2015 Treasury of the United States $570.00 Public Records Subtotal Expenses FY 14/15 $441810.15 11 Acct#00110214-034020-15023 All Travel Date Travel Amount Notes 4/24/2019 Dylan Reingold-FDFC Meeting on Brightline $400.39 4/16/2019 Tim Zorc-FDFC Meeting -Orlando $97.32 3/13/2019 Peter O'Bryan-FDFC Meeting -Orlando $111.32 3/13/2019 Bob Solari-FDFC Meeting -Orlando $92.32 12/12/2018 Kate Cotner -US Dist Court Hearing -Washington DC -expense $156.89 12/4/2018 Kate Cotner -US Dist Court Hearing -Washington DC -Hotel $174.90 12/4/2018 Kate Cotner -US Dist Court Hearing -Washington DC -Flight $373.60 Subtotal Expenses FY 18/19 $1,406.74 9/30/2018 Dylan Reingold-FL Dev Finance Corp Mtg-Orlando-hotel $113.50 9/30/2018 Kate Cotner -FL Dev Finance Corp Mtg-Orlando-hotel $113.50 9/30/2018 Tim Zorc- FL Dev Finance Corp Mtg-Orlando-hotel $113.50 9/11/2018 Kate Cotner -FL Dev Finance Corp Mtg-Orlandc $111.91 9/11/2018 Dylan Reingold-FL Dev Finance Corp Mtg-Orlando $122.06 9/11/2018 Peter O'Bryan- FL Dev Finance Corp Mtg-Orlandc $91.52 9/4/2018 Tim Zorc- FL Dev Finance Corp Mtg-Orlando $110.45 9/4/2018 Jason E. Brown -FL Dev Finance Corp Mtg- Orlando $91.52 5/8/2018 Dylan Reingold-Capital Hili All Aboard FL Mtg $161.89 5/8/2018 Kate P. Cotner -Capital Hill All Aboard FL Mtg $271.64 5/1/2018 The Liaison Capital Hill Hotel -Kate Cotner $274.37 11 'Date— Acct#11124319-033190 Amount Note— 5/1/2018 American Airlines -Kate Cotner $167.20 Notes Work Order 10 EIS 5/1/2018 Jet Blue -Dylan Reingold $128.20 Work Order 13 Noise Monitoring 5/1/2018 The Liason Capitol Hill Hotel -Dylan Reingold $548.74 Work Order 10 EIS 11/26/14 Subtotal Expenses FY 17/18 $2,420.00 Work Order 10 EIS 9/30/2017 Delta Air $191.80 Work Order 13 Noise Monitoring 9/30/2017 American Airlines $193.20 9/30/2017 Jet Blue $168.20 Work Order 13 Noise Monitoring 9/30/2017 Jet Blue $25.00 Work Order 10 EIS 9/30/2017 Bob Solari -travel to Washington DC $869.98 with OMB,Senator & Congressman & FOOT 8/08/14 Acct#00110111-034020-15023 $3,125.00 All Travel 9/30/2017 Kate Cotner -travel to Washington DC $768.02 - 9/30/2017 Dylan Reingold-travel to Washington DC $753.49 6/28/2017 Kate Cotner -Tag Meeting - $60.07 mileage to Cocoa Subtotal Expenses FY 16/17 $3,029.76 4/20/2016 - Dylan Reingold $106.26 Hearing - 4/6/2016 Aloft Hotel $109.00 MHG Tallahassee AL P -Dylan Reingold 12/16/2015 Kimberly Graham $901.76 Fed Railway Assoc. Mtg-Washington DC 12/2/2015 Kate Cotner -FAC Legislative Conference $19.44 Subtotal Expenses FY 15/16 $1,136.46 9/8/2015 Doubletree Orlando $271.36 Orlando -Travel -FI. Dev. Finance Corp 8/26/2015 _ Dylan Reingold $75.26 8/26/2015 Kate Cotner -$5.36 Orlando -Travel -FL Dev. Finance Corp Subtotal Expenses FY 14/15 $341.26 Total Expenses 20/21 Acct#11124319-033190 Total Expenses 19/20 Other Professional Services Date 7/02/15 Vendor CDM Smith Inc Amount $23,454.00 Notes Work Order 10 EIS 1/02/15 CDM Smith Inc $6,973.40 Work Order 13 Noise Monitoring 1/02/15 CDM Smith Inc $2,122.50 Work Order 10 EIS 11/26/14 CDM Smith Inc $5,605.00 Work Order 10 EIS 11/21/14 CDM Smith Inc $6,585.80 Work Order 13 Noise Monitoring Subtotal Expenses FY 14/15 $44,740.70 9/30/14 CDM Smith Inc $1,937.00 Work Order 13 Noise Monitoring 9/30/14 CDM Smith Inc $8,077.00 Work Order 10 EIS 8/29/14 CDM Smith Inc $4,135.00 Work Order 10 EIS 8/08/14 CDM Smith Inc $3,125.00 Work Order 10 EIS Subtotal Expenses FY 13/14 $17,274.00 - Total Expenses 20/21 $6,670.00 Total Expenses 19/20 $277,899.85 Total Expenses 18/19 $550,267.12 Total Expenses 17/18 $637,344.22 Total Expenses 16/17 $223,471.97 Total Expenses 15/16 $870,867.50 Total Expenses 14/15 $1,154,211.26 Total Expenses 13/14 $45,825.80 Total expenses processed as of 5/31/2021 $3,766,557.72 Total Board authorized budget for FY 20/21 $419,533.00 Total Board authorized budget for FY 19/20• $277,899.85 Total Board authorized budget for FY 18/19 _ $550,267.12 Total Board authorized budget for FY 17/18 $637,344.22 Total Board authorized budget for FY 16/17 $223,471.97 Total Board authorized budget for FY 15/16 $870,867.50 Total Board authorized budget for FY 14/15 $1,154,211.26 Total Board authorized budget for FY 13/14 $45,825.80 Total budgeted 13/14-20/21 $4,179,420.72 *Includes $200,000 donation from citizens Remaining Balance $412,863.00 12 Indian River County Venue Event Calendar Review For more information go to www.ircgov.com - Event Calendar Twilight Night Shoots! �15 www.goshootingirc.com June - Thursdays @ IRC Shooting Range and Clays Facility • 5-9pm- Night Shooting is BACK by Popular Demand at the Shooting Range! FREE Senior Programming! www.ircrec.com/programs June / July @ iG Center: Mon & Wed. West Wabasso: Tue Thurs: • 10am - Program enhances social activity in the 55+ Community w/ park -based activities. Cornhole League at the iG! June 11 @ iG Center:, www. ircrec.com/programs • 6pm- Thursday's on the iG Veranda. $50 per team. 5 week League starts June 17! American Mahjong at the iG! June 15 @ iG Center: www.ircrec.com/programs • Tues IOam-fpm & Thurs 2-4pm. $2 per person. Open Play for experienced players! RumiKube at the iG! June 15 @ iG Center: www.ircrec.com/programs Tues 2-4pm & Thurs IOam-Ipm. $2 per person. Open Play for experienced players! Annual Mary Snyder Veteran Golf Tournament www.golfsandridge.com June 19 @ Sandridge Golf Club • 7am - Shotgun Start. Hosted by the Vietnam Veteran's of Indian River County. Juneteenth Event -"A Day of Celebration!" June 19 @ Victor Hart Senior Community Enhancement Complex - Gifford Park • I Oam-6pm - Free Food. Bounce Houses. Music. Vendors. Fun for the whole family! "Country Inferno" Mark Chesnutt Concert www.countryinferno.com June 19 @ Indian River County Fairgrounds • 11 am - Gates open at l lam. Music Begins at 12:30. Hosted by: IRC Firefighter's Fair. Early Bird Youth Flag Football Registration - ENDS www. ircrec. com/programs Jun 30th @ iG Center & ONLINE!: • 9am-5pm- Be sure to Register BEFORE June 30th for $5 off the Regular Registration Fee! CCW (Concealed Carry Weapon) Course July 3 @ IRC Shooting Range: gam - LuAnn Moyer Training Group Perfectly Frank with Dave DeLuca - Concert July 6 @ Brackett Library www.luanntraininggroupllc.tearhapp.com www.irclibrary.org 6pm - Come fly away with Dave DeLuca as he pays tribute to Frank Sinatra! Gun Show by Patriot Productions www:patriotproductions.com July 31 - Aug 1 @ IRC Fairgrounds: • 10am-5pm, SAT & 10am-4pm SUN. Admission is $8. 14 Informational Item Indian River County, Florida 7F Solid Waste Disposal District Board Memorandum Date: May 24, 2021 To: Jason E., Brown, County Administrator From: Vincent Burke, PE, Director of Utility Services. Thru: Himanshu H. Mehta, PE, Managing Director, Solid Waste Disposal District (SWDD) Prepared By: Susan Flak, Recycling Education and Marketing Coordinator, SWDD Subject: Public Announcement for Hurricane Preparedness —Are You Ready? Description: June 1, 2021, is the official beginning of hurricane season; therefore, annual preparation for the season is encouraged. The Solid Waste Disposal District (SWDD) and Indian River County Emergency Services (IRCES) want our residents to be prepared. Here are a few ways to get ready before there is an imminent threat: Trim your trees now and clear away debris from your home, work or school; Remove and store outdoor items that may become dangerous in high winds; Build a disaster supply kit, make a plan, and stay informed. We would like to remind all visitors and residents of Indian River County that hurricane preparedness help is available online at www.irces.com or www.ready.gov. A hardcopy of the Disaster Preparedness Guide is available in the Administration Building lobby, or it can be downloaded here: http://irces.com/EM/documents/Disaster-Preparedness.pdf Stay informed by subscribing to Indian River County emergency alerts at www.alertindianriver.com to receive pertinent notifications via text message, email or phone. For more information, contact IRCES at 772-567-2154. Attachment: 1. Public Advertisement & Preparedness Guide Coversheet 15 Agenda Item SWDD hurricane information item Page 1- Hurricane Season is June 1 through November 30 What should you do NOW? What should you do if there is ❑ Trim your trees and remove debris. an imminent threat? ❑ Know if you reside in an evacuation area ❑ Listen to news media or NOAA Weather and the location of local public shelters. Radio for critical information. ❑ Inventory and update your disaster ❑ Turn your refrigerator/freezer to the supply kit. Include a 3 -day supply of water coldest setting. (one gallon per person per day). ❑ Fill your car's gas tank. ❑ Prepare to secure your home and register ❑ Prepare for your pets. for a special needs shelter, if applicable. ❑ Secure your home. ❑ Be sure to include your pets in your ❑ Safeguard your important documents emergency plans. and gather your medications. ❑ Evacuate if told to do so. This information is brought to you by Indian River County Emergency Services and the Solid Waste Disposal District JEFFREY R. SMITH, CPA, CGFO, CGMA Clerk of Circuit Court & Comptroller Finance Department 180127' Street Vero Beach, FL 32960 TO: HONORABLE BOARD OF COUNTY COMMISSIONERS FROM: ELISSA NAGY, FINANCE DIRECTOR THRU: JEFFREY R. SMITH, COMPTROLLER DATE: April 29, 2021 SUBJECT: APPROVAL OF CHECKS AND ELECTRONIC PAYMENTS April 23, 2021 to April 29, 2021 &COMP y o� N� y fR C OUHt{ fy In compliance with Chapter 136.06, Florida Statutes, all checks and electronic payments issued by the Board of County Commissioners are to be recorded in the Board minutes. Approval is requested for the attached lists of checks and electronic payments, issued by the Comptroller's office, for the time period of April 23, 2021 to April. 29, 2021. 17 CHECKS WRITTEN TRANS NBR DATE VENDOR AMOUNT 408043 04/23/2021 WILLIAM S SCOTT 98.75 408044 04/28/2021 UTIL REFUNDS 19.91 408045 04/28/2021 UTIL REFUNDS 56.46 408046 04/28/2021 UTIL REFUNDS 64.37 408047 04/28/2021 UTIL REFUNDS 53.27 408048 04/28/2021 UTIL REFUNDS 46.90 408049 04/28/2021 UTIL REFUNDS 111.35 408050 04/28/2021 UTIL, REFUNDS 63.87 408051 04/28/2021 UTIL REFUNDS 40.79 408052 04/28/2021 UTIL REFUNDS 75.81 408053 04/28/2021 UTIL REFUNDS 6.30 408054 04/28/2021 UTEL REFUNDS 37.21 408055 04/28/2021 UTIL REFUNDS 6.50 408056 04/28/2021 UTIL REFUNDS 44.42 408057 04/28/2021 UTIL REFUNDS 54.84 408058 04/28/2021 UTIL REFUNDS 66.23 408059 04/28/2021 UTIL REFUNDS 46.15 408060 04/28/2021 UTIL REFUNDS 76.41 408061 04/28/2021 UTIL REFUNDS 42.16 408062 04/28/2021 UTIL, REFUNDS 77.77 408063 04/28/2021 UTIL REFUNDS 61.15 408064 04/28/2021 UTIL REFUNDS 64.85 408065 04/28/2021 UTIL REFUNDS 35.12 408066 04/28/2021 UTIL REFUNDS 9.22 408067 04/28/2021 UTIL REFUNDS 39.25 408068 04/28/2021 UTIL REFUNDS 32.05 408069 04/28/2021 UTIL REFUNDS 84_.28 408070 04/28/2021 UTIL REFUNDS 61.68 408071 04/28/2021 UTIL REFUNDS 16.19 408072 04/28/2021 UTIL REFUNDS 78.47 408073 04/28/2021 UTIL REFUNDS 36.65 408074 04/28/2021 UTIL. REFUNDS 90.36 408075 04/28/2021 UTIL REFUNDS 68.46 408076 04/28/2021 UTIL REFUNDS 59.77 408077 04/28/2021 UTIL, REFUNDS 19.27 408078 04/28/2021 UTIL REFUNDS 43.87 408079 04/28/2021 UTIL, REFUNDS 72.05 408080 04/28/2021 UTIL REFUNDS 45.90 408081 04/28/2021 UTIL REFUNDS 60.83 408082 04/28/2021 UTIL REFUNDS 42.27 408083 04/28/2021 UTIL REFUNDS 91.82 408084 04/28/2021 UTIL REFUNDS 18.62 408085 04/28/2021 UTIL REFUNDS 80.17 408086 04/28/2021 UTIL REFUNDS 79.90 408087 04/28/2021 UTIL REFUNDS 55.46 408088 04/28/2021 UTIL REFUNDS 34.78 408089 04/28/2021 UTIL REFUNDS 46.15 408090 04/28/2021 UTIL REFUNDS 45.29 408091 04/28/2021 PAUL CARONE 5,692.00 408092 04/28/2021 WILLIE C REAGAN 2,354.00 408093 04/28/2021 BRACKETT FAMILY LIMITED PARTNERSHIP 780.00 408094 04/28/2021 LARRY STALEY 639.00 408095 04/28/2021 DAVID SPARKS 1,444.00 408096 04/28/2021 FORT PIERCE HOUSING AUTHORITY 725.00 408097 04/28/2021 THE PALMS AT VERO BEACH 2,355.00 408098 04/28/2021 ARTHUR PRUETT 756.00 408099 04/28/2021 MICHAEL JAHOLKOWSKI 547.00 408100 04/28/2021 STEVEN RENNICK 661.00 18 TRANS NBR DATE VENDOR AMOUNT 408101 04/28/2021 SUNCOAST REALTY & RENTAL MGMT LLC 641.00 408102 04/28/2021 PAMELA R CUMMINGS 689.00 408103 04/28/2021 OKEECHOBEE PARTNERS LLC 807.00 408104 04/28/2021 MISS INC OF THE TREASURE COAST 2,571.00 408105 04/28/2021 DANIEL CORY MARTIN 2,888.00 408106 04/28/2021 STEVE ABERNATHY 930.00 408107 04/28/2021 FIVE STAR PROPERTY HOLDING LLC 1,060.00 408108 04/28/2021 VAL APTS LLC 852.00 408109 04/28/2021 AUGUSTUS B FORT JR 713.00 408110 04/28/2021 H&H SHADOWBROOK LLC 657.00 408111 04/28/2021 HELPING HANDS REAL ESTATE & INVESTMENT CO 3,001.00 408112 04/28/2021 ALIX DENEAU 750.00 408113 04/28/2021 NKW PIP HOLDINGS I LLC 1,967.00 408114 04/28/2021 BRANDON ROUER 820.00 408115 04/28/2021 HUDSON CONSULTING & MANAGEMENT LLC 488.00 408116 04/28/2021 PAMELA CHAVEZ 744.00 408117 04/28/2021 STANLEY L JENNINGS 762.00 408118 04/28/2021 SHARON P BRENNAN 661.00 408119 04/28/2021 CORNELIA H LAHEY 1,126.00 408120 04/28/2021 IXORIA LLC 711.00 408121 04/28/2021 DEEP REAL ESTATE INC 800.00 408122 04/28/2021 SHAUNA WALGRAVE 950.00 408123 04/28/2021 A PLUS PROPERTY MANAGEMENT INC 7,665.00 408124 04/28/2021 ORCHARD GROVE VENTURE LLC 1,537.00 408125 04/28/2021 GEORGIA KING LLC 757.00 408126 04/28/2021 BREGO PROPERTIES LLC 3,754.00 408127 04/28/2021 SREIT LEXINGTON CLUB LLC 3,955.00 408128 04/28/2021 VERO BEACH LEASED HOUSING ASSOC III LLLP 347.00 408129 04/28/2021 MARLBROS HOLDINGS LLC 1,036.00 408130 04/28/2021 JARROD CANNON 1,843.00 408131 04/28/2021 VERO BEACH PLACE LLC 1,307.00 408132 04/28/2021 SILVER ORANGE LLC 730.00 408133 04/28/2021 SEUNG KIM 708.00 408134 04/28/2021 MICHAEL MILLER 4,518.00 408135 04/28/2021 COMMUNICATIONS INTERNATIONAL 29,475.48 408136 04/28/2021 VERO CHEMICAL DISTRIBUTORS INC 15.00 408137 04/28/2021 PALMDALE OIL COMPANY INC 362.25 408138 04/28/2021 SAFETY PRODUCTS INC 1,788.00 408139 04/28/2021 AT&T WIRELESS 25.82 408140 04/28/2021 AT&T WIRELESS 43.23 408141 04/28/2021 AT&T WIRELESS 60.32 408142 04/28/2021 AT&T WIRELESS 130.13 408143 04/28/2021 AT&T WIRELESS 152.92 408144 04/28/2021 AT&T WIRELESS 172.92 408145 04/28/2021 AT&T WIRELESS 959.39 408146 04/28/2021 BRENDA DICKHART 32.00 408147 04/28/2021 GRAINGER 71.92 408148 04/28/2021 HACH CO 906.24 408149 04/28/2021 LFI FORT PIERCE INC 1,384.15 408150 04/28/2021 CLIFF BERRY INC 1,052.10 408151 04/28/2021 BOUND TREE MEDICAL LLC 4,950.00 408152 04/28/2021 ODYSSEY MANUFACTURING CO 9,904.46 408153 04/28/2021 K & M ELECTRIC SUPPLY 399.09 408154 04/28/2021 BAKER DISTRIBUTING CO LLC 257.04 408155 04/28/2021 FLORIDA ASSOCIATION OF COUNTIES INC 100.00 408156 04/28/2021 SUNSHINE REHABILATION CENTER OF IRC INC 90.00 408157 04/28/2021 CLERK OF CIRCUIT COURT 99.50 408158 04/28/2021 INDIAN RIVER COUNTY HEALTH DEPT 630.00 408159 04/28/2021 JANITORIAL DEPOT OF AMERICA INC 200.64 408160 04/28/2021 TREASURE COAST HOMELESS SERVICES 4,720.00 19 TRANS NBR DATE VENDOR AMOUNT 408161 04/28/2021 PUBLIX SUPERMARKETS 79.54 408162 04/28/2021 PUBLIX SUPERMARKETS 9.19 408163 04/28/2021 INTERNATIONAL GOLF MAINTENANCE INC 99,060.21 408164 04/28/2021 GEOSYNTEC CONSULTANTS INC 3,450.00 408165 04/28/2021 COMO OIL COMPANY OF FLORIDA 70.00 408166 04/28/2021 FAMOSO INC 747.34 408167 04/28/2021 NATIONAL RECREATION& PARK ASSOC 175.00 408168 04/28/2021 FLORIDA POWER AND LIGHT 79,540.81 408169 04/28/2021 AMERICAN PLANNING ASSOCIATION 180.00 408170 04/28/2021 STATE ATTORNEY 12,099.54 408171 04/28/2021 MEDICARE PART B FINANCIAL SERVICES 302.02 408172 04/28/2021 SEBASTIAN RIVER HIGH SCHOOL 500.00 408173 04/28/2021 BE SAFE SECURITY ALARMS INC 520.00 408174 04/28/2021 KURT STEFFEN 75.00 408175 04/28/2021 G K ENVIRONMENTAL INC 19,775.00 408176 04/28/2021 CHILDRENS HOME SOCIETY OF FL 2,250.00 408177 04/28/2021 FLORIDA DEPT OF FINANCIAL SERVICES 7,206.29 408178 04/28/2021 BLUE CROSS BLUE SHIELD 2,895.00 408179 04/28/2021 TLC DIVERSIFIED INC 199,148.45 408180 04/28/2021 HUMANA 90.90 408181 04/28/2021 SYMBIONT SERVICE CORP 1,735.00 408182 04/28/2021 CHRISTINE SALTER 104.35 408183 04/28/2021 ARCADIS U S INC 9,883.60 408184 04/28/2021 CELICO PARTNERSHIP 12,755.28 408185 04/28/2021 U S BANK NATIONAL ASSOCIATION 944.69 408186 04/28/2021 VAN WAL INC 240.00 408187 04/28/2021 MASTELLER & MOLER INC 5,809.50 408188 04/28/2021 ETR LLC 13,039.52 408189 04/28/2021 PHH MORTGAGE CORPORATION 4,500.00 408190 04/28/2021 SEBASTIAN RIVER AREA CHAMBER OF COMMERCE 6,167.50 408191 04/28/2021 LIBERTY MAGNET SCHOOL 281.69 408192 04/28/2021 RUSH TRUCK CENTERS OF FLORIDA 1,280.51 408193 04/28/2021 GLOBALSTAR USA 200.30 408194 04/28/2021 INDIAN RIVER RDA LP 1,998.00 408195 04/28/2021 CHICK-FIL-A INDIAN RIVER MALL 182.57 408196 04/28/2021 BROWN, TERRY & TERETHA 100.00 408197 04/28/2021 FLEETBOSS G P S INC. 22.30 408198 04/28/2021 WELLS FARGO BANK NA 4,500.00 408199 04/28/2021 BARBARA K. THOMAS 95.30 408200 04/28/2021 WINSUPPLY OF VERO BEACH 257.50 408201 04/28/2021 FLORIDA MEDICAID 173.88 408202 04/28/2021 HELPING ANIMALS LIVE -OVERCOME 12.00 408203 04/28/2021 MURPHY & WALKER P L 4,611.00 408204 04/28/2021 FLORIDA ARMATURE WORKS INC 5,169.52 408205 04/28/2021 GARDNER BIST WIENER ET AL 360.00 408206 04/28/2021 STATE OF FL DEPT OF ECONOMIC OPPORTUNITY 6,317.50 408207 04/28/2021 PROPAC INC 8,335.74 408208 04/28/2021 BURNETT LIME CO INC 6,648.84 408209 04/28/2021 CALDWELL PACETTI EDWARDS 877.50 408210 04/28/2021 CHEMTRADE CHEMICALS CORPORTATION 2,979.67 408211 04/28/2021 MARKETING SPECIALTIES OF GEORGIA LLC 599.65 408212 04/28/2021 TRINOVA -FLORIDA INC 18,606.13 408213 04/28/2021 THE LAW OFFICES OF 1,046.00 408214 04/28/2021 MORRELL MANUFACTURING INC 233.91 408215 04/28/2021 HAWKINS INC 1,522.50 408216 04/28/2021 CATHEDRAL CORPORATION 888.69 408217 04/28/2021 UNIFIRST CORPORATION 567.44 408218 04/28/2021 SUNSHINE HEALTH PLAN MEDICAID 190.66 408219 04/28/2021 SCHUMACHER AUTOMOTIVE DELRAY LLC 49.00 408220 04/28/2021 GOTTA GO GREEN ENTERPISES INC 59.68 20 TRANS NBR DATE VENDOR AMOUNT 408221 04/28/2021 FLORIDA EAST COAST HOLDINGS CORP 3,600.00 408222 04/28/2021 AC VETERINARY SPECIALTY SERVICES 410.34 408223 04/28/2021 GRAVES INJURY LAW 102.64 408224 04/28/2021 COLE AUTO SUPPLY INC 929.39 408225 04/28/2021 RHOADES AIR & HEAT 1,360.00 408226 04/28/2021 MARY G LINGEMAN 413.81 408227 04/28/2021 KONICA MINOLTA BUSINESS SOLUTIONS 404.12 408228 04/28/2021 RELX INC 410.00 408229 04/28/2021 LAWRENCE HURLEY 79.22 408230 04/28/2021 CORE & MAIN LP 29,596.42 408231 04/28/2021 AAAA SERVICE LLC 1,511.00 408232 04/28/2021 IMAGE ONE CORPORATION 897.00 408233 04/28/2021 AMAZON CAPITAL SERVICES INC 510.03 408234 04/28/2021 PIRATE PEST CONTROL LLC 89.00 408235 04/28/2021 ALL RITE WATER PURIFICATION INC 145.01 408236 04/28/2021 GRBK GHO HOMES LLC 235,067.19 408237 04/28/2021 JORDAN POWER EQUIPMENT CORP 48.98 408238 04/28/2021 DEANGELO BROTHERS LLC 447.00 408239 04/28/2021 SYTECH INC 400.00 408240 04/28/2021 MULLINAX FORD OF VERO BEACH 121.06 408241 04/28/2021 JUDITH A BURLEY 134.50 408242 04/28/2021 R&S RADIO LLC 800.00 408243 04/28/2021 ABDIEL REYES 500.00 408244 04/28/2021 DESK SPINCO INC 405.27 408245 04/28/2021 XGD SYSTEMS LLC 21,942.33 408246 04/28/2021 MT CAUSLEY LLC 43,362.00 408247 04/28/2021 FERGUSON US HOLDINGS INC 7,406.90 408248 04/28/2021 ORCHARD GROVE VENTURE LLC 4,500.00 408249 04/28/2021 STAPLES INC 490.18 408250 04/28/2021 LOWES COMPANIES INC 1,486.13 408251 04/28/2021 MILLENNIUM CREMATORY LLC 425.00 408252 04/28/2021 DEX IMAGING LLC 160.89 408253 04/28/2021 SPORTS ENGINE INC 111.00 408254 04/28/2021 SONRISE APARTMENT PROPERTIES LLC 4,500.00 408255 04/28/2021 REBECCA SIPLAK 32.00 408256 04/28/2021 TOCQUEVILLE ASSET MANAGEMENT LP 40,349.17 408257 04/28/2021 JLA GEOSCIENCES INC 2,195.00 408258 04/28/2021 ATLAS COPCO USA HOLDING INC 19,959.62 408259 04/28/2021 LAWRENCE LEE CONSTRUCTION SERVICES INC 73,150.00 408260 04/28/2021 INTELLIPURE INC 3,458.70 408261 04/28/2021 RANDSTAD NORTH AMERICA INC 755.71 408262 04/28/2021 PEOPLE READY FLORIDA INC 832.00 408263 04/28/2021 FLORIDA COMMUNITY CARE 85.34 408264 04/28/2021 FERREIRA CONSTRUCTION COMPANY INC 28,851.00 408265 04/28/2021 FREEDOM MORTGAGE CORPORATION 9,000.00 408266 04/28/2021 VOLITION CONTROLS CORP 13,880.00 408267 04/28/2021 LATITUDE 88 INC 250.00 408268 04/28/2021 HIREQUEST LLC 3,514.00 408269 04/28/2021 PETERBILT STORE SOUTH FLORIDA LLC 1,687.10 408270 04/28/2021 DOVENMUEHLE MORTGAGE INC 4,500.00 408271 04/28/2021 LEISURE TIME ASSOCIATES INC 200.00 408272 04/28/2021 JON HOWARD 99.00 408273 04/28/2021 ALLENE SCHNEIDER 42.40 408274 04/28/2021 THOMAS J SONNET 56.40 408275 04/28/2021 HELEN E STONE 471.96 408276 04/28/2021 LUZ ORTIZ 319.48 408277 04/28/2021 CHRISTINA J OMAN 53.82 408278 04/28/2021 WILLIE FULTON 95.17 408279 04/28/2021 BEVERLY JUNE GELINAS 265.00 408280 04/28/2021 DORIS HALL 485.20 21 TRANS NBR DATE VENDOR AMOUNT 408281 04/28/2021 JACKIE HARPER 68.16 408282 04/28/2021 ERMA HASELTON 91.05 408283 04/28/2021 SELENA KOWALSKI 70.69 408284 04/28/2021 COLLEEN M LAFFERTY 98.17 408285 04/28/2021 LYNNE ALLAN 538.40 408286 04/28/2021 CARLOS E ALLEN 82.44 408287 04/28/2021 BETTY M ANDERSON 56.46 408288 04/28/2021 RICHARD W BECKER 522.80 408289 04/28/2021 DEBORAH BIERWORTH 388.91 408290 04/28/2021 HELEN BOOM 9.80 408291 04/28/2021 THOMAS VARBLE 548.00 408292 04/28/2021 JAYNE E PURCELL 585.20 408293 04/28/2021 JBM PROPERTY MANAGEMENT LLC 4,500.00 408294 04/28/2021 HENRY FLORIAN 10,000.00 408295 04/28/2021 ROBERT SAMMONS JR 4,500.00 408296 04/28/2021 BARBARA PALM 4,269.84 408297 04/28/2021 RAY MC LENDON 10,000.00 408298 04/28/2021 KIM'S COREFIT LLC 10,000.00 408299 04/28/2021 KIMBERLY CRISAFI 1,627.18 408300 04/28/2021 MARILIN HERNANDEZ 30.68 408301 04/28/2021 CHRISTINA BAILIN 35.35 408302 04/28/2021 UTIL, REFUNDS 64.04 408303 04/28/2021 UTIL REFUNDS 43.71 408304 04/28/2021 UTIL REFUNDS 12.01 408305 04/28/2021 UTIL, REFUNDS 198.93 408306 04/28/2021 UTIL, REFUNDS 45.29 408307 04/28/2021 UTIL REFUNDS 137.45 408308 04/28/2021 UTIL REFUNDS 236.49 408309 04/28/2021 UTIL, REFUNDS 46.49 408310 04/28/2021 UTIL, REFUNDS 44.87 408311 04/28/2021 UTIL REFUNDS 90.04 408312 04/28/2021 UTIL, REFUNDS 38.12 408313 04/28/2021 UTIL REFUNDS 47.72 408314 04/28/2021 UT1L, REFUNDS 47.72 408315 04/28/2021 UTIL REFUNDS 16.62 408316 04/28/2021 UTIL REFUNDS 126.83 408317 04/28/2021 UTIL REFUNDS 44.21 408318 04/28/2021 UTIL REFUNDS 40.06 408319 04/28/2021 UTIL REFUNDS 75.03 408320 04/28/2021 UTIL REFUNDS 28.71 408321 04/28/2021 UTIL REFUNDS 86.71 408322 04/28/2021 UTIL REFUNDS 72.76 408323 04/28/2021 UTIL REFUNDS 37.92 408324 04/28/2021 UTIL REFUNDS 106.56 408325 04/28/2021 JASON E BROWN 300.00 408326 04/28/2021 PETER OBRYAN 61.32 408327 04/28/2021 ERIKA LUNDEEN 299.00 408328 04/28/2021 PORT CONSOLIDATED INC 1,049.08 408329 04/28/2021 LENGEMANN CORP 38.32 408330 04/28/2021 RANGER CONSTRUCTION IND INC 427.70 408331 04/28/2021 RICOH USA INC 143.39 408332 04/28/2021 SAFETY PRODUCTS INC 3,038.02 408333 04/28/2021 SEWELL HARDWARE CO INC 112.61 408334 04/28/2021 GAYLORD BROTHERS INC 246.38 408335 04/28/2021 CITY ELECTRIC SUPPLY COMPANY 397.45 408336 04/28/2021 ABCO GARAGE DOOR CO INC 472.50 408337 04/28/2021 NEWMANS POWER SYSTEMS 496.07 408338 04/28/2021 BAKER & TAYLOR INC 2,417.91 408339 04/28/2021 MIDWEST TAPE LLC 459.85 408340 04/28/2021 CENGAGE LEARNING INC 36.00 OX TRANS NBR DATE VENDOR AMOUNT 408341 04/28/2021 PING INC 126.70 408342 04/28/2021 CITY OF VERO BEACH 36.78 408343 04/28/2021 ACUSHNET COMPANY 203.36 408344 04/28/2021 CENTRAL A/C & REFRIGERATION SUPPLY INC 287.19 408345 04/28/2021 COMO OIL COMPANY OF FLORIDA 401.73 408346 04/28/2021 FLORIDA POWER AND LIGHT 6,730.17 408347 04/28/2021 TAYLOR MADE GOLF CO INC 388.13 408348 04/28/2021 GLOBAL GOLF SALES INC 352.21 408349 04/28/2021 TRAFFIC & PARKING CONTROL COMPANY 350.00 408350 04/28/2021 ECONOLITE CONTROL PRODUCTS INC 421.00 408351 04/28/2021 CINTAS CORPORATION NO 2 352.16 408352 04/28/2021 CONSOLIDATED ELECTRICAL DISTRIBUTORS INC 2,256.21 408353 04/28/2021 PAK MAIL 18.95 408354 04/28/2021 OVERDRIVE INC 406.67 408355 04/28/2021 STS MAINTAIN SERVICES INC 11,275.00 408356 04/28/2021 MICHAEL EDWARD HAMILTON 300.00 408357 04/28/2021 ANDERSEN ANDRE CONSULTING ENGINEERS INC 2,365.25 408358 04/28/2021 UNIFIRST CORPORATION 1,293.06 408359 04/28/2021 SITEONE LANDSCAPE SUPPLY HOLDINGS LLC 9.14 408360 04/28/2021 PTE GOLF LLC 399.97 408361 04/28/2021 COLE AUTO SUPPLY INC 169.62 408362 04/28/2021 NESTLE WATERS NORTH AMERICA 91.82 408363 04/28/2021 DJD EQUIPMENT HOLDINGS LLC 6,102.04 408364 04/28/2021 TRAFFIC SUPPLIES & DISTRIBUTION LLC 1,134.10 408365 04/28/2021 AMAZON CAPITAL SERVICES INC 399.88 408366 04/28/2021 PIRATE PEST CONTROL LLC 135.00 408367 04/28/2021 JORDAN POWER EQUIPMENT CORP 216.83 408368 04/28/2021 BLUE GOOSE CONSTRUCTION LLC 315.20 408369 04/28/2021 BLUE GOOSE CONSTRUCTION LLC 6,084.36 408370 04/28/2021 STAPLES INC 70.28 408371 04/28/2021 LOWES COMPANIES INC 1,463.15 408372 04/28/2021 GOMEZ BROTHERS ENTERPRISES INC 299.25 408373 04/28/2021 BRITTON INDUSTRIES INC 271.94 408374 04/28/2021 JUNIPER LANDSCAPING OF FLORIDA LLC 4,145.00 Grand Total: 1,356,698.81 23 ELECTRONIC PAYMENT - VISA CARD TRANS. NBR DATE VENDOR AMOUNT 1018027 04/26/2021 INDIAN RIVER BATTERY 2,481.45 1018028 04/26/2021 INDIAN RIVER OXYGEN INC 323.50 1018029 04/26/2021 RING POWER CORPORATION 40,904.35 1018030 04/26/2021 DAVES SPORTING GOODS & TROPHIES 1,478.90 1018031 04/26/2021 GALLS LLC 288.00 1018032 04/26/2021 MEEKS PLUMBING INC 779.50 1018033 04/26/2021 IRRIGATION CONSULTANTS UNLIMITED INC 40.84 1018034 04/26/2021 GROVE WELDERS INC 18.64 1018035 04/26/2021 THYSSENKRUPP ELEVATOR CORPORATION 8,500.00 1018036 04/26/2021 TOTAL TRUCK PARTS INC 3,983.13 1018037 04/26/2021 COMPLETE ELECTRIC INC 575.00 1018038 04/26/2021 SIMS CRANE & EQUIPMENT CO 577.80 1018039 04/26/2021 PROTRANSMASTERS II INC 410.65 1018040 04/26/2021 AUTO PARTNERS LLC 888.62 1018041 04/26/2021 STAT MEDICAL DISPOSAL INC 550.00 1018042 04/26/2021 HYDRA SERVICE (S) INC 5,921.00 1018043 04/26/2021 ALLIED DIVERSIFIED OF VERO BEACH LLC 1,350.00 1018044 04/26/2021 EFE, INC 2,345.10 1018045 04/26/2021 PACE ANALYTICAL SERVICES LLC 72.00 1018046 04/27/2021 AT&T CORP 11.83 1018047 04/27/2021 AT&T CORP 41.74 1018048 04/27/2021 AT&T CORP 179.78 1018049 04/27/2021 AT&T CORP 258.63 1018050 04/27/2021 AT&T CORP 5,853.31 1018051 04/27/2021 AT&T CORP 478.84 1018052 04/27/2021 OFFICE DEPOT INC 2,559.90 1018053 04/27/2021 COMCAST 137.45 1018054 04/27/2021 WASTE MANAGEMENT INC OF FLORIDA 130.63 1018055 04/28/2021 GREEN EQUIPMENT COMPANY 276.00 1.018056 04/28/2021 SPINNAKER VERO INC 25.00 1018057 04/28/2021 WRIGHT FASTENER COMPANY LLC 894.00 1018058 04/28/2021 GUARDIAN ALARM OF FLORIDA LLC 170.00 1018059 04/28/2021 NEXAIR LLC 60.14 1018060 04/28/2021 EFE INC 717.31 1018061 04/28/2021 PACE ANALYTICAL SERVICES LLC 216.00 1018062 04/28/2021 TOSHIBA AMERICA BUSINESS SOLUTIONS INC 182.91 1018063 04/29/2021 AT&T CORP 2,274.33 1018064 04/29/2021 AT&T CORP 112.74 1018065 04/29/2021 AT&T CORP 198.00 1018066 04/29/2021 AT&T CORP 11.50 1018067 04/29/2021 AT&T CORP 108.40 1018068 04/29/2021 OFFICE DEPOT INC 689.60 1018069 04/29/2021 COMCAST 657.90 1018070 04/29/2021 COLD AIR DISTRIBUTORS WAREHOUSE 449.41 1018071 04/29/2021 INDIAN RIVER BATTERY 848.70 1018072 04/29/2021 INDIAN RIVER OXYGEN INC 99.58 1018073 04/29/2021 RING POWER CORPORATION 3,117.61 1018074 04/29/2021 MIKES GARAGE & WRECKER SERVICE INC 285.00 1018075 04/29/2021 APPLE INDUSTRIAL SUPPLY CO 74.26 1018076 04/29/2021 MEEKS PLUMBING INC 3,212.50 1018077 04/29/2021 PRIDE ENTERPRISES 237.07 1018078 04/29/2021 RECHTIEN INTERNATIONAL TRUCKS 437.80 1018079 04/29/2021 CUMMINS INC 2,819.97 1018080 04/29/2021 SPINNAKER VERO INC 70.00 1018081 04/29/2021 AUTO PARTNERS LLC 318.27 1018082 04/29/2021 L&L DISTRIBUTORS 319.64 1018083 04/29/2021 HYDRA SERVICE (S) INC 342.00 1018084 04/29/2021 NEXAIR LLC 44.61 24 , TRANS. NBR DATE VENDOR AMOUNT 1018085 04/29/2021 EFE INC 394.12 1018086 04/29/2021 TOSHIBAAMERICABUSINESS SOLUTIONS INC 361.90 Grand Total: 101,166.86 25 ELECTRONIC PAYMENTS - WIRE & ACH TRANS NBR DATE VENDOR AMOUNT 8548 04/23/2021 FLORIDA DEPT OF FINANCIAL SERVICES 21,771.39 8549 04/23/2021 WRIGHT EXPRESS FSC 25,739.20 8550 04/23/2021 VETERANS COUNCIL OF I R C 7,348.03 8551 04/23/2021 CDM SMITH INC 6,732.00 8552 04/23/2021 TOWN OF INDIAN RIVER SHORES 7,220.77 8553 04/23/2021 NATIONAL METERING SERVICES INC 67,048.15 8554 04/26/2021 INDIAN RIVER COUNTY SHERIFF 1,918.11 8555 04/27/2021 GUETTLER BROTHERS CONSTRUCTION LLC 2,266,031.30 8556 04/27/2021 CITY OF SEBASTIAN 154,372.15 8557 04/27/2021 SCHOOL DISTRICT OF I R COUNTY 28,236.37 8558 04/27/2021 SENIOR RESOURCE ASSOCIATION 48,148.00 8559 04/27/2021 SENIOR RESOURCE ASSOCIATION 27,179.21 8560 04/28/2021 ALLSTATE 146.66 8561 04/29/2021 CLERK OF CIRCUIT COURT 2,734.89 8562 04/29/2021 RX BENEFITS INC 236,898.22 8563 04/29/2021 COALITION FOR ATTAINABLE HOMES INC 1,803.00 Grand Total: 2,903,327.45 26 JEFFREY R. SMITH, Clerk of Circuit Court & Comptroller Finance Department 1801 271 Street Vero Beach, FL 32960 CPA, CGFO, CGMA TO: HONORABLE BOARD OF COUNTY COMMISSIONERS FROM: ELISSA NAGY, FINANCE DIRECTOR THRU: JEFFREY R. SMITH, COMPTROLLER DATE: May 6, 2021 SUBJECT: APPROVAL OF CHECKS AND ELECTRONIC PAYMENTS April 30, 2021 to May 6, 2021 In compliance with Chapter 136.06, Florida Statutes, all checks and electronic payments issued by the Board of County Commissioners are to be recorded in the Board minutes. Approval is requested for the attached lists of checks and electronic payments, issued by the Comptroller's office, for the time period of April 30, 2021 to May 6, 2021. 27 CHECKS WRITTEN TRANS NBR DATE VENDOR AMOUNT 408375 04/30/2021 INDIAN RIVER COUNTY HEALTH DEPT 61,555.83 408376 04/30/2021 VICTIM ASSISTANCE PROGRAM 6,310.58 408377 04/30/2021 ROGER J NICOSIA 1,500.00 408378 04/30/2021 CITY OF VERO BEACH 2,230.27 408379 04/30/2021 CITY OF VERO BEACH 11,987.50 408380 04/30/2021 UNITED WAY OF INDIAN RIVER COUNTY 1,047.50 408381 04/30/2021 BLUE CROSS & BLUE SHIELD OF FLORIDA INC 8,746.16 408382 04/30/2021 ST LUCIE COUNTY BOCC 40,795.83 408383 04/30/2021 ADMIN FOR CHILD SUPPORT ENFORCEMENT 233.40 408384 04/30/2021 ADMIN FOR CHILD SUPPORT ENFORCEMENT 39.07 408385 04/30/2021 NORTH CAROLINA CHILD SUPPORT 105.69 408386 04/30/2021 AMERITAS 31,831.68 408387 04/30/2021 COMMONWEALTH OF MASSACHUSETTS 154.00 408388 04/30/2021 BLAKESLEE SERVICES INC 660.00 408389 04/30/2021 TRANE US INC 16,701.00 408390 04/30/2021 SOUTHERN JANITOR SUPPLY INC 3,518.28 408391 04/30/2021 VERO MILLWORK INC 160.00 408392 04/30/2021 WINSUPPLY OF VERO BEACH 80.00 408393 04/30/2021 TREASURE COAST TURF INC 176.00 408394 04/30/2021 UNIFIRST CORPORATION 66.32 408395 04/30/2021 LOWES COMPANIES INC 451.42 408396 04/30/2021 PEOPLE READY FLORIDA INC 1,040.00 408397 05/03/2021 WELLS FARGO BANK NA 3,901.62 408398 05/03/2021 FOCAL POINT SERVICES LLC 10,000.00 408399 05/03/2021 CSMA BLT LLC 4,500.00 408400 05/03/2021 FREEDOM MORTGAGE CORPORATION 4,500.00 408401 05/03/2021 FLAGSTAR BANK 4,500.00 408402 05/03/2021 RKT HOLDINGS LLC 4,500.00 408403 05/03/2021 ALAN & PAULA THOMAS VERO BEACH RENTALS LLC 4,500.00 408404 05/03/2021 SAN JUANITA ALMANZA 10,000.00 408405 05/03/2021 KINOSI PHOTOGRAPHY 10,000.00 408406 05/03/2021 THE PIZZA GUYS LLC 10,000.00 408407 05/06/2021 FIRE EQUIPMENT SVC OF ST LUCIE INC 1,100.00 408408 05/06/2021 COMMUNICATIONS INTERNATIONAL 1,283.00 408409 05/06/2021 TEN -8 FIRE EQUIPMENT INC 198.99 408410 05/06/2021 VERO CHEMICAL DISTRIBUTORS INC 148.35 408411 05/06/2021 RICOH USA INC 202.07 408412 05/06/2021 KIMLEY HORN & ASSOC INC 2,200.00 408413 05/06/2021 SAFETY PRODUCTS INC 349.40 408414 05/06/2021 AT&T WIRELESS 174.28 408415 05/06/2021 AT&T WIRELESS 545.45 408416 05/06/2021 DATA FLOW SYSTEMS INC 7,016.00 408417 05/06/2021 BRENDA DICKHART 122.85 408418 05/06/2021 GRAINGER 844.07 408419 05/06/2021 KELLY TRACTOR CO 35,345.00 408420 05/06/2021 GRAYBAR ELECTRIC 2,714.40 408421 05/06/2021 REPUBLIC SERVICES INC 25,508.29 408422 05/06/2021 WILD LAND ENTERPRISES INC 239.80 408423 05/06/2021 HACH CO 951.13 408424 05/06/2021 LFI FORT PIERCE INC 989.03 408425 05/06/2021 CLIFF BERRY INC 191.50 408426 05/06/2021 NATIONAL FIRE PROTECTION ASSOC 1,345.50 408427 05/06/2021 BOUND TREE MEDICAL LLC 2,479.70 408428 05/06/2021 TIRESOLES OF BROWARD INC 3,925.00 408429 05/06/2021 EDLUND DRITENBAS BINKLEY ARCHITECTS 1,875.00 408430 05/06/2021 ABCO GARAGE DOOR CO INC 3,301.50 408431 05/06/2021 CHILDCARE RESOURCES OF IRC INC 87,423.92 TRANS NBR DATE VENDOR AMOUNT 408432 05/06/2021 METTLER TOLEDO INC 255.45 408433 05/06/2021 ODYSSEY MANUFACTURING CO 7,396.30 408434 05/06/2021 PRECISION CONTRACTING SERVICES INC 3,975.00 408435 05/06/2021 K & M ELECTRIC SUPPLY 19.96 408436 05/06/2021 HARRINGTON INDUSTRIAL PLASTICS LLC 759.82 408437 05/06/2021 ENCORE BROADCAST EQUIPMENT SALES INC 3,382.00 408438 05/06/2021 GO COASTAL INC 83.70 408439 05/06/2021 BOYS & GIRLS CLUB OF INDIAN 7,500.00 408440 05/06/2021 CITY OF VERO BEACH 38,308.14 408441 05/06/2021 CITY OF VERO BEACH 2,695.32 408442 05/06/2021 INDIAN RIVER ALL FAB INC 345.00 408443 05/06/2021 AT&T CORP 711.52 408444 05/06/2021 AT&T CORP 1,273.52 408445 05/06/2021 LIVINGSTON PAGE 50.00 408446 05/06/2021 JANITORIAL DEPOT OF AMERICA INC 769.22 408447 05/06/2021 PUBLIX SUPERMARKETS 18.59 408448 05/06/2021 INTERNATIONAL GOLF MAINTENANCE INC 990.00 408449 05/06/2021 GEOSYNTEC CONSULTANTS INC 4,008.59 408450 05/06/2021 COMO OIL COMPANY OF FLORIDA 95.00 408451 05/06/2021 FLORIDA POWER AND LIGHT 55,702.38 408452 05/06/2021 FLORIDA POWER AND LIGHT 36,114.22 408453 05/06/2021 INDIAN RIVER COUNTY TAX COLLECTOR 525.00 408454 05/06/2021 THOMAS S LOWTHER FUNERAL HOME CORP 425.00 408455 05/06/2021 CATHOLIC CHARITIES DIOCESE OF PALM BCH 2,549.04 408456 05/06/2021 HIBISCUS CHILDRENS CENTER INC 8,715.41 408457 05/06/2021 TOCOMA RUBBER STAMP & MARKING SYSTEM 299.60 408458 05/06/2021 SUNSHINE LAND DESIGN 89,499.83 408459 05/06/2021 FLORIDA UC FUND 12,394.67 408460 05/06/2021 HENRY SMITH 125.00 408461 05/06/2021 EVENTMAKERS INTERNATIONAL LLC 15,950.32 408462 05/06/2021 G K ENVIRONMENTAL INC 6,000.00 408463 05/06/2021 THE FLORIDA BAR 310.00 408464 05/06/2021 KEEP INDIAN RIVER BEAUTIFUL INC 1,436.58 408465 05/06/2021 BRIDGESTONE AMERICAS INC 543.31 408466 05/06/2021 FLORIDA ASSOC OF CODE ENFORCEMENT 50.00 408467 05/06/2021 SHRIEVE CHEMICAL CO 11,809.42 408468 05/06/2021 GATOR'S SOD INC 85.00 408469 05/06/2021 PELICAN ISLAND AUDUBON SOCIETY INC 5,308.19 408470 05/06/2021 ST LUCIE COUNTY BOCC 17,176.50 408471 05/06/2021 ARCADIS U S INC 5,778.13 408472 05/06/2021 CELICO PARTNERSHIP 3,077.69 408473 05/06/2021 VAN WAL INC 60.00 408474 05/06/2021 ELECTRONIC ACCESS SPECIALIST 222.18 408475 05/06/2021 SYNAGRO-WWT INC 79,477.28 408476 05/06/2021 POLYDYNE INC ' 2,645.00 408477 05/06/2021 BIG BROTHERS AND BIG SISTERS 1,250.00 408478 05/06/2021 BIG BROTHERS AND BIG SISTERS 7,371.91 408479 05/06/2021 FASTENAL COMPANY 83.93 408480 05/06%2021 THE SHERWIN WILLIAMS CO 15.37 408481 05/06/2021 LARRY STEPHENS 125.00 408482 05/06/2021 CONSOLIDATED ELECTRICAL DISTRIBUTORS INC 62.89 408483 05/06/2021 ALL PRO PAINT & BODY INC 1,909.80 408484 05/06/2021 JOHNNY B SMITH 100.00 408485 05/06/2021 MENTAL HEALTH ASSOCIATION IRC INC 6,500.82 408486 05/06/2021 REDLANDS CHRISTIAN MIGRANT ASSOC 6,661.56 408487 05/06/2021 ECONOMIC OPPORTUNITIES COUNCIL OF IRC 7,950.31 408488 05/06/2021 TRADEWINDS POWER CORP 650.00 408489 05/06/2021 YOUTH GUIDANCE DONATION FUND 2,083.33 408490 05/06/2021 NICOLACE MARKETING INC 5,122.75 408491 05/06/2021 EQ THE ENVIRONMENTAL QUALITY COMPANY 28,523.97 29 TRANS NBR DATE VENDOR AMOUNT 408492 05/06/2021 FEED THE LAMBS ENRICHMENT PROGRAM INC 2,500.00 408493 05/06/2021 VERA SMITH 50.00 408494 05/06/2021 GARRETT SMITH 30.00 408495 05/06/2021 DE LA HOZ BUILDERS INC 47,000.00 408496 05/06/2021 FLORIDA ARMATURE WORKS INC 1,881.40 408497 05/06/2021 PROMATIC INC 78.43 408498 05/06/2021 MKI SERVICES INC 48,500.00 408499 05/06/2021 CARDINAL HEALTH 110 INC 2,428.36 408500 05/06/2021 MUNICIPAL EMERGENCY SERVICES INC 128.34 408501 05/06/2021 KYLE ANDERSON 200.00 408502 05/06/2021 BURNETT LIME CO INC 9,979.10 408503 05/06/2021 R J THOMAS MANUFACTURING CO INC 926.00 408504 05/06/2021 LEARNING ALLIANCE 29,194.68 408505 05/06/2021 SOUTHERN MANAGEMENT LLC 4,891.00 408506 05/06/2021 DEBORAH CUEVAS 50.00 408507 05/06/2021 CHEMTRADE CHEMICALS CORPORTATION 2,981.10 408508 05/06/2021 MASCHMEYER CONCRETE COMPANY OF FLORIDA 1,072.00 408509 05/06/2021 ANDERSEN ANDRE CONSULTING ENGINEERS INC 2,815.50 408510 05/06/2021 UNIFIRST CORPORATION 1,170.74 408511 05/06/2021 SOLAR SOLUTIONS WINDOW TINTING INC 2,430.00 408512 05/06/2021 HYDROMAX USA LLC 53,670.79 408513 05/06/2021 BARSALOU VENTURES LLC 640.95 408514 05/06/2021 AC VETERINARY SPECIALTY SERVICES 135.20 408515 05/06/2021 MATHESON TRI-GAS INC 11,180.20 408516 05/06/2021 CANARX GROUP INC 6,042.60 408517 05/06/2021 WILLIS SPORTS ASSOCIATION INC 1,107.79 408518 05/06/2021 COLE AUTO SUPPLY INC 2,063.49 408519 05/06/2021 KREMEDY LLC 1,624.00 408520 05/06/2021 RHOADES AIR & HEAT 3,010.00 408521 05/06/2021 KONICA MINOLTA BUSINESS SOLUTIONS 51.45 408522 05/06/2021 NESTLE WATERS NORTH AMERICA 131.81 408523 05/06/2021 ENVIRONMENTAL OPERATING SOLUTION INC 8,078.00 408524 05/06/2021 STUART RUBBER STAMP & SIGN CO INC 182.46 408525 05/06/2021 CORE & MAIN LP 18,328.81 408526 05/06/2021 WOERNER AGRIBUSINESS LLC 148.00 408527 05/06/2021 CHANGE HEALTHCARE LLC 38,001.01 408528 05/06/2021 DIRECTV GROUP INC 151.63 408529 05/06/2021 EMPIRE PIPE ORLANDO LLC 810,540.00 408530 05/06/2021 JACK KLEIN ASSOCIATES INC 1,164.78 408531 05/06/2021 STATE OF FLORIDA 20,174.88 408532 05/06/2021 AMAZON CAPITAL SERVICES INC 811.80 408533 05/06/2021 TREASURE COAST PLUMBING LLC 372.00 408534 05/06/2021 THE HOPE FOR FAMILIES CENTER INC 3,491.54 408535 05/06/2021 BANYAN RECYCLING INC 210.00 408536 05/06/2021 BENEFIT EXPRESS SERVICES LLC 5,775.40 408537 05/06/2021 JORDAN POWER EQUIPMENT CORP 63.97 408538 05/06/2021 LIBERTY TIRE RECYCLING LLC 3,863.75 408539 05/06/2021 MULLINAX FORD OF VERO BEACH 1,762.43 408540 05/06/2021 DESK SPINCO INC 583.11 408541 05/06/2021 FERGUSON US HOLDINGS INC 1,130.00 408542 05/06/2021 LOWES COMPANIES INC 1,730.37 408543 05/06/2021 SMI TRADING LLC 159.83 408544 05/06/2021 CHRIS ZAVESKY 100.00 408545 05/06/2021 TRUE DIGITAL SECURITY INC 15,916.50 408546 05/06/2021 REBECCA SIPLAK 36.00 408547 05/06/2021 LEADOFF HOLDINGS LLC 4,000.00 408548 05/06/2021 PEOPLE READY FLORIDA INC 936.00 408549 05/06/2021 HEDRICK BROTHERS CONSTRUCTION CO INC 83,480.40 408550 05/06/2021 LUMINULTRA TECHNOLOGIES INC 1,575.00 408551 05/06/2021 HIREQUEST LLC 2,008.00 30 TRANS NBR DATE VENDOR AMOUNT 408552 05/06/2021 SAFE FAMILIES FOR CHILDREN 6,050.19 408553 05/06/2021 PETERBILT STORE SOUTH FLORIDA LLC 276.41 408554 05/06/2021 A TEAM OF THE TREASURE COAST INC 810.00 408555 05/06/2021 VERA HOGNER 265.00 408556 05/06/2021 PORT CONSOLIDATED INC 659.79 408557 05/06/2021 STURGIS LUMBER & PLYWOOD CO 94.75 408558 05/06/2021 RANGER CONSTRUCTION IND INC 613.10 408559 05/06/2021 PALMDALE OIL COMPANY INC 33,075.05 408560 05/06/2021 RICOH USA INC 243.84 408561 05/06/2021 SAFETY PRODUCTS INC 347.93 408562 05/06/2021 LINDEN-BEALS CORP 421.73 408563 05/06/2021 SAFETY KLEEN SYSTEMS INC 335.39 408564 05/06/2021 CITY ELECTRIC SUPPLY COMPANY 448.81 408565 05/06/2021 BLAKESLEE SERVICES INC 66.30 408566 05/06/2021 BAKER & TAYLOR INC 5,446.84 408567 05/06/2021 MIDWEST TAPE LLC 1,111.74 408568 05/06/2021 BAKER DISTRIBUTING CO LLC 91.37 408569 05/06/2021 CENGAGE LEARNING INC 256.33 408570 05/06/2021 ROGER CLEVELAND GOLF INC 2,851.86 408571 05/06/2021 ACUSHNET COMPANY 555.92 408572 05/06/2021 CENTRAL A/C & REFRIGERATION SUPPLY INC 93.90 408573 05/06/2021 TYLER TECHNOLOGIES INC 740.00 408574 05/06/2021 COMO OIL COMPANY OF FLORIDA 429.56 408575 05/06/2021 MELVIN EVERETT 13,900.00 408576 05/06/2021 FLORIDA POWER AND LIGHT 58,892.40 408577 05/06/2021 FLORIDA POWER AND LIGHT 16,957.76 408578 05/06/2021 THE SHERWIN WILLIAMS CO 524.31 408579 05/06/2021 SOUTHERN JANITOR SUPPLY INC 771.08 408580 05/06/2021 JACKS COMPLETE TREE SERVICE INC 1,500.00 408581 05/06/2021 GLOVER OIL COMPANY INC 37,765.01 408582 05/06/2021 CONSOLIDATED ELECTRICAL DISTRIBUTORS INC 44.42 408583 05/06/2021 RAINBOW GROUP LLC 687.00 408584 05/06/2021 TREASURE COAST ENGINEERING 1,000.00 408585 05/06/2021 OVERDRIVE INC 1,823.53 408586 05/06/2021 WILD TURKEY ESTATES OF VERO LLC 2,316.80 408587 05/06/2021 0 SPORTSWEAR LLC 2,925.00 408588 05/06/2021 STRAIGHT OAK LLC 28.35 408589 05/06/2021 STS MAINTAIN SERVICES INC 1,760.00 408590 05/06/2021 MASCHMEYER CONCRETE COMPANY OF FLORIDA 1,895.85 408591 05/06/2021 MILNER SPORTS LLC 2,123.70 408592 05/06/2021 UNIFIRST CORPORATION 377.86 408593 05/06/2021 SITEONE LANDSCAPE SUPPLY HOLDINGS LLC 542.99 408594 05/06/2021 ADVANCE STORES COMPANY INCORPORATED 71.58 408595 05/06/2021 GOVERNMENTJOBS.COM INC 13,500.00 408596 05/06/2021 COLE AUTO SUPPLY INC 2,729.51 408597 05/06/2021 RHOADES AIR & HEAT 6,090.00 408598 05/06/2021 FLORIDA BULB & BALLAST INC 404.25 408599 05/06/2021 AMAZON CAPITAL SERVICES INC 2,646.24 408600 05/06/2021 JORDAN POWER EQUIPMENT CORP 302.83 408601 05/06/2021 KYOCERA DOCUMENT SOLUTIONS SOUTHEAST LLC 264.00 408602 05/06/2021 BLUE GOOSE CONSTRUCTION LLC 4,638.76 408603 05/06/2021 STAPLES INC 165.67 408604 05/06/2021 LOWES COMPANIES INC 3,478.36 408605 05/06/2021 CONTROL TECHNOLOGIES INC 16,395.00 408606 05/06/2021 BRITTON INDUSTRIES INC 877.35 408607 05/06/2021 PEOPLE READY FLORIDA INC 8,489.92 408608 05/06/2021 JASON E BROWN 420.00 408609 05/06/2021 WILLIAM S SCOTT 134.50 Grand Total: 2,458,065.34 31 RENTAL ASSISTANCE CHECKS WRITTEN TRANS NBR DATE VENDOR AMOUNT 901156 05/03/2021 GRACES LANDING LTD 11,515.00 901157 05/03/2021 BETTY DAVIS SCROGGS 772.00 901158 05/03/2021 CREATIVE CHOICE HOMES XVI LTD 12,483.00 901159 05/03/2021 DAVID YORK 577.00 901160 05/03/2021 ST FRANCIS MANOR OF VERO BEACH 627.00 901161 05/03/2021 TREASURE COAST HOMELESS SERVICES 2,839.00 901162 05/03/2021 FLORIDA POWER AND LIGHT 291.00 901163 05/03/2021 INDIAN RIVER COUNTY HOUSING AUTHORITY 4,022.00 901164 05/03/2021 INDIAN RIVER COUNTY HOUSING AUTHORITY 4,194.00 901165 05/03/2021 CRAIG MERRILL 325.00 901166 05/03/2021 THE PALMS AT VERO BEACH 17,577.00 901167 05/03/2021 DAVID CONDON 708.00 901168 05/03/2021 HILARY MCIVOR 466.00 901169 05/03/2021 PELICAN ISLES LP 7,115.00 901170 05/03/2021 SUNCOAST REALTY & RENTAL MGMT LLC 5,468.00 901171 05/03/2021 OAK RIVER PROPERTIES INC 221.00 901172 05/03/2021 ADINA GOLDMAN 737.00 901173 05/03/2021 INDIAN RIVER RDA LP 3,227.00 901174 05/03/2021 LAZY J LLC 1,021.00 901175 05/03/2021 JESSE LEWIS 778.00 901176 05/03/2021 SKOKIE HOLDINGS INC 720.00 901177 05/03/2021 SAID S MOOBARK 1,393.00 901178 05/03/2021 OSCEOLA COUNTY SECTION 8 892.26 901179 05/03/2021 ANTHONY ARROYO 683.00 901180 05/03/2021 YVONNE KOUTSOFIOS 19.00 901181 05/03/2021 BRIAN E GALLAGHER 595.00 901182 05/03/2021 SCOT WILKE 204.00 901183 05/03/2021 JOHN T STANLEY 1,060.00 901184 05/03/2021 WEDGEWOOD RENTALS LLC 1,861.00 901185 05/03/2021 COALITION FOR ATTAINABLE HOMES INC 745.00 901186 05/03/2021 MCLAUGHLIN PROPERTIES LLC 1,939.00 901187 05/03/2021 MYRIAM MELENDEZ 595.00 901188 05/03/2021 WATSON REALTY GROUP 2,370.00 901189 05/03/2021 SHER LLC 429.00 901190 05/03/2021 SUNQUEST APRTMENTS LLC 2,857.00 901191 05/03/2021 PJD HOLDINGS LLC 1,150.00 901192 05/03/2021 ORCHARD GROVE VENTURE LLC 11,453.00 901193 05/03/2021 SONRISE APARTMENT PROPERTIES LLC 3,713.00 901194 05/03/2021 SREIT LEXINGTON CLUB LLC 21,475.00 901195 05/03/2021 VERO BEACH LEASED HOUSING ASSOC III LLLP 14,261.00 901196 05/03/2021 B4 TC PROPERTIES LLC 1,017.00 901197 05/03/2021 STREIT RIVER PARK PLACE LLC 13,858.00 901198 05/03/2021 PEMBERLY PALMS HH LLC 27,847.00 901199 05/03/2021 PRODIGY RESIDENTIAL MANAGEMENT LLC 291.00 901200 05/03/2021 FLORIDA POWER AND LIGHT 51.00 901201 05/03/2021 SCOT WILKE 204.00 Grand Total: 186,645.26 32 ELECTRONIC PAYMENT - VISA CARD TRANS. NBR DATE 1018087 04/30/2021 1018088 04/30/2021 1018089 05/06/2021 1018090 05/06/2021 1018091 05/06/2021 1018092 05/06/2021 1018093 05/06/2021 1018094 05/06/2021 1018095 05/06/2021 1018096 05/06/2021 Grand Total: VENDOR AMOUNT NORTH SOUTH SUPPLY INC 44.00 THYSSENKRUPP ELEVATOR CORPORATION 410.00 PARKS RENTAL & SALES INC 283.50 NORTH SOUTH SUPPLY INC 6.28 INDIAN RIVER BATTERY 131.45 GROVE WELDERS INC 8.99 DLT SOLUTIONS LLC 193.21 NEXAIR LLC 188.69 EFE INC 376.01 PACE ANALYTICAL SERVICES LLC 216.00 1,858.13 33 ELECTRONIC PAYMENTS - WIRE & ACH TRANS NBR DATE VENDOR AMOUNT 8564 04/30/2021 KIMLEY HORN & ASSOC INC 15,125.55 8565 04/30/2021 NATIONWIDE SOLUTIONS RETIREMENT INC 8,982.91 8566 04/30/2021 NATIONWIDE SOLUTIONS RETIREMENT INC 72,234.87 8567 04/30/2021 IRC FIRE FIGHTERS ASSOC 9,789.28 8568 04/30/2021 CHARD SNYDER & ASSOCIATES INC 92.00 8569 04/30/2021 FIDELITY SECURITY LIFE INSURANCE COMPANY 4,349.44 8570 04/30/2021 MUTUAL OF OMAHA 19,302.38 8571 04/30/2021 BLUE CROSS & BLUE SHIELD OF FLORIDA INC 39,644.00 8572 04/30/2021 TOTAL ADMINISTRATIVE SERVICES CORP 10,884.03 8573 04/30/2021 AMERICAN FAMILY LIFE ASSURANCE CO 19,842.26 8574 04/30/2021 CER SIGNATURE CLEANING LLC 12,852.00 8575 04/30/2021 CER SIGNATURE CLEANING LLC 5,936.00 8576 04/30/2021 FL SDU 3,626.57 8577 05/03/2021 IRS -PAYROLL TAXES 543,093.00 8578 05/03/2021 CITY OF FELLSMERE 16,423.54 8579 05/03/2021 INDIAN RIVER COUNTY TAX COLLECTOR 70,809.95 8580 05/03/2021 INDIAN RIVER COUNTY SHERIFF 255,519.26 8581 05/03/2021 CHARD SNYDER & ASSOCIATES INC 329.60 8582 05/03/2021 WEST HEALTH ADVOCATE SOLUTIONS INC 3,549.30 8583 05/03/2021 ST LUCIE BATTERY & TIRE CO 1,060.90 8584 05/03/2021 INDIAN RIVER COUNTY SUPERVISOR OF ELECTIONS 107,874.34 8585 05/03/2021 INDIAN RIVER COUNTY SHERIFF 4,532,390.32 8586 05/03/2021 CLERK OF CIRCUIT COURT 103,407.83 8587 05/05/2021 MUTUAL OF OMAHA 7,844.58 8588 05/05/2021 TD BANK 13,596.63 8589 05/05/2021 FL RETIREMENT SYSTEM 1,188,551.11 8590 05/05/2021 HIGHMARK STOP LOSS 91,999.88 8591 05/06/2021 APTIM CORP 9,606.51 Grand Total: 7,168,718.04 34 JEFFREY R. SMITH, CPA, CGFO, CGMA Clerk of Circuit Court & Comptroller Finance Department 1801 271 Street Vero Beach, FL 32960 TO: HONORABLE BOARD OF COUNTY COMMISSIONERS FROM: ELISSA NAGY, FINANCE DIRECTOR THRU: JEFFREY R. SMITH, COMPTROLLER DATE: May 13, 2021 SUBJECT: APPROVAL OF CHECKS AND ELECTRONIC PAYMENTS May 7, 2021 to May 13, 2021 In compliance with Chapter 136.06, Florida Statutes, all checks and electronic payments issued by the Board of County Commissioners are to be recorded in the Board minutes. Approval is requested for the attached lists of checks and electronic payments, issued by the Comptroller's office, for the time period of May 7, 2021 to May 13,'2021. 35 CHECKS WRITTEN TRANS NBR DATE VENDOR AMOUNT 408610 05/07/2021 AT&T WIRELESS 578.58 408611 05/07/2021 AT&T WIRELESS 820.43 408612 05/07/2021 ABCO GARAGE DOOR CO INC 690.00 408613 05/07/2021 MASCHMEYER CONCRETE COMPANY OF FLORIDA 1,061.28 408614 05/07/2021 THERNELL MILLS 75.00 408615 05/07/2021 LOWES COMPANIES INC 275.34 408616 05/13/2021 UTIL REFUNDS 68.14 408617 05/13/2021 UTIL REFUNDS 61.97 408618 05/13/2021 UTIL REFUNDS 74.68 408619 05/13/2021 UTIL REFUNDS 34.21 408620 05/13/2021 UTIL REFUNDS 29.08 408621 05/13/2021 UTIL REFUNDS 75.53 408622 05/13/2021 UTIL REFUNDS 71.54 408623 05/13/2021 UTIL REFUNDS 34.76 408624 05/13/2021 UTIL REFUNDS 40.91 408625 05/13/2021 UTIL REFUNDS 37.97 408626 05/13/2021 UTIL REFUNDS 13.22 408627 05/13/2021 UTIL REFUNDS 533.31 408628 05/13/2021 UTIL REFUNDS 40.91 408629 05/13/2021 UTIL REFUNDS 49.63 408630 05/13/2021 UTIL REFUNDS 85.38 408631 05/13/2021 UTIL REFUNDS 75.88 408632 05/13/2021 UTIL REFUNDS 2.39 408633 05/13/2021 UTIL REFUNDS 43.40 408634 05/13/2021 UTIL REFUNDS 30.46 408635 05/13/2021 UTIL REFUNDS 78.19 408636 05/13/2021 UTIL REFUNDS 79.04 408637 05/13/2021 UTIL REFUNDS 21.52 408638 05/13/2021 UTIL REFUNDS 56.37 408639 05/13/2021 UTIL REFUNDS 11.82 408640 05/13/2021 UTIL REFUNDS 61.08 408641 05/13/2021 UTIL REFUNDS 81.14 408642 05/13/2021 UTIL REFUNDS 45.92 408643 05/13/2021 UTIL REFUNDS 80.24 408644 05/13/2021 UTIL REFUNDS 77.05 408645 05/13/2021 UTIL REFUNDS 73.33 408646 05/13/2021 UTIL REFUNDS 14.30 408647 05/13/2021 UTIL REFUNDS 32.20 408648 05/13/2021 UTIL REFUNDS 33.89 408649 05/13/2021 UTIL REFUNDS 38.32 408650 05/13/2021 UTIL REFUNDS 173.42 408651 05/13/2021 UTIL REFUNDS 32.14 408652 05/13/2021 UTIL, REFUNDS 74.96 408653 05/13/2021 UTIL REFUNDS 151.18 408654 05/13/2021 UTIL REFUNDS 33.58 408655 05/13/2021 UTIL REFUNDS 39.16 408656 05/13/2021 UTIL REFUNDS 23.64 408657 05/13/2021 UTIL REFUNDS 39.18 408658 05/13/2021 UTIL REFUNDS 43.58 408659 05/13/2021 UTIL REFUNDS 10.79 408660 05/13/2021 UTIL REFUNDS 25.25 408661 05/13/2021 UTIL REFUNDS 79.08 408662 05/13/2021 UTIL REFUNDS 38.37 408663 05/13/2021 UTIL REFUNDS 25.72 408664 05/13/2021 UTIL REFUNDS 83.74 408665 05/13/2021 UTIL REFUNDS 44.74 408666 05/13/2021 UTIL REFUNDS 833.63 408667 05/13/2021 UTIL REFUNDS 13.49 36 TRANS NBR DATE VENDOR AMOUNT 408668 05/13/2021 UTIL REFUNDS 96.22 408669 05/13/2021 UTIL REFUNDS 52.47 408670 05/13/2021 UTIL REFUNDS 60.44 408671 05/13/2021 UTIL REFUNDS 30.41 408672 05/13/2021 UTIL REFUNDS 114.08 408673 05/13/2021 UTIL REFUNDS 90.39 408674 05/13/2021 UTIL REFUNDS 80.78 408675 05/13/2021 UTIL REFUNDS 75.04 408676 05/13/2021 UTIL REFUNDS 68.92 408677 05/13/2021 UTIL REFUNDS 66.08 408678 05/13/2021 UTIL REFUNDS 70.42 408679 05/13/2021 UTIL REFUNDS 75.22 408680 05/13/2021 UTIL REFUNDS 60.10 408681 05/13/2021 UTIL REFUNDS 63.62 408682 05/13/2021 UTIL REFUNDS 19.48 408683 05/13/2021 UTIL REFUNDS 65.01 408684 05/13/2021 UTIL REFUNDS 20.14 408685 05/13/2021 UTIL REFUNDS 35.47 408686 05/13/2021 UTIL REFUNDS 44.04 408687 05/13/2021 UTIL REFUNDS 71.02 408688 05/13/2021 UTIL REFUNDS 31.82 408689 05/13/2021 UTIL REFUNDS 27.18 408690 05/13/2021 UTIL REFUNDS 49.43 408691 05/13/2021 UTIL REFUNDS 21.69 408692 05/13/2021 UTIL REFUNDS 43.12 408693 05/13/2021 UTIL REFUNDS 80.25 408694 05/13/2021 COMMUNICATIONS INTERNATIONAL 686.00 408695 05/13/2021 TEN-8 FIRE EQUIPMENT INC 3,611.44 408696 05/13/2021 VERO CHEMICAL DISTRIBUTORS INC 91.40 408697 05/13/2021 CHISHOLM CORP OF VERO 399.71 408698 05/13/2021 KIMLEY HORN & ASSOC INC 1,261.95 408699 05/13/2021 HENRY SCHEIN INC 5,011.25 408700 05/13/2021 SAFETY PRODUCTS INC 827.62 408701 05/13/2021 AT&T WIRELESS 386.22 408702 05/13/2021 AT&T WIRELESS 580.08 408703 05/13/2021 E-Z BREW COFFEE & BOTTLE WATER SVC 35.00 408704 05/13/2021 GRAINGER 381.90 408705 05/13/2021 KELLY TRACTOR CO 158.37 408706 05/13/2021 SAFETY KLEEN SYSTEMS INC 250.00 408707 05/13/2021 HACH CO 149.49 408708 05/13/2021 LFI FORT PIERCE INC 1,155.59 408709 05/13/2021 NATIONAL FIRE PROTECTION ASSOC 175.00 408710 05/13/2021 BOUND TREE MEDICAL LLC 13,368.68 408711 05/13/2021 PETES CONCRETE 2,850.00 408712 05/13/2021 DIVE RESCUE INC 3,954.90 408713 05/13/2021 TIRESOLES OF BROWARD INC 1,950.00 408714 05/13/2021 CITY ELECTRIC SUPPLY COMPANY 16.57 408715 05/13/2021 BRANDTS APPLIANCE SERVICE INC 66.00 408716 05/13/2021 ODYSSEY MANUFACTURING CO 4,977.72 408717 05/13/2021 ATKINS NORTH AMERICA INC 18,731.25 408718 05/13/2021 JIMMYS AIR & REFRIGERATION INC 371.25 408719 05/13/2021 SOFTWARE HARDWARE INTEGRATION 2,239.90 408720 05/13/2021 SUNSHINE REHABILATION CENTER OF IRC INC 90.00 408721 05/13/2021 CLERK OF CIRCUIT COURT 292.16 408722 05/13/2021 CLERK OF CIRCUIT COURT 500.25 408723 05/13/2021 CITY OF VERO BEACH 381.26 408724 05/13/2021 PUBLDX SUPERMARKETS 119.35 408725 05/13/2021 GEOSYNTEC CONSULTANTS INC 33,498.21 408726 05/13/2021 INDIAN RIVER HABITAT 3,505.00 408727 05/13/2021 TIMOTHY ROSE CONTRACTING INC 1,850.00 37 TRANS NBR DATE VENDOR AMOUNT 408728 05/13/2021 CALLAWAY GOLF SALES COMPANY 891.90 408729 05/13/2021 FLORIDA POWER AND LIGHT 9,178.92 408730 05/13/2021 FLORIDA POWER AND LIGHT 271.51 408731 05/13/2021 PUBLIC DEFENDER 5,526.01 408732 05/13/2021 STATE ATTORNEY 9,973.56 408733 05/13/2021 CITY OF FELLSMERE 250.88 408734 05/13/2021 LANGUAGE LINE SERVICES INC 76.18 408735 05/13/2021 TREASURE COAST SPORTS COMMISSION INC 11,017.40 408736 05/13/2021 PITNEY BOWES INC 242.43 408737 05/13/2021 ARNOLD AIR CONDITONING INC 361.00 408738 05/13/2021 TREASURE COAST TITLE AGENCY INC 9.28 408739 05/13/2021 GATOR'S SOD INC 85.00 408740 05/13/2021 MICHAEL QUIGLEY 70.00 408741 05/13/2021 CELICO PARTNERSHIP 1,984.27 408742 05/13/2021 VAN WAL INC 240.00 408743 05/13/2021 FASTENAL COMPANY 16.89 408744 05/13/2021 SOUTHERN JANITOR SUPPLY INC 3,018.38 408745 05/13/2021 MBV ENGINEERING INC 11,005.00 408746 05/13/2021 PHH MORTGAGE CORPORATION 4,500.00 408747 05/13/2021 C W NIELSEN MFG CORP 225.00 408748 05/13/2021 KNOX ASSOCIATES INC 5,775.00 408749 05/13/2021 CONSOLIDATED ELECTRICAL DISTRIBUTORS INC 1,936.35 408750 05/13/2021 SUNCOAST REALTY & RENTAL MGMT LLC 350.00 408751 05/13/2021 ALL PRO PAINT & BODY INC 1,055.23 408752 05/13/2021 INDIAN RIVER SOCCER ASSOCIATION 2,500.00 408753 05/13/2021 DEB GRADY 32.10 408754 05/13/2021 WINSUPPLY OF VERO BEACH 140.95 408755 05/13/2021 SECRETARY OF HOUSING & URBAN DEVELOPMENT 39.34 408756 05/13/2021 MURPHY & WALKER P L 899.00 408757 05/13/2021 PROMATIC INC 122.23 408758 05/13/2021 GFA INTERNATIONAL INC 11,962.50 408759 05/13/2021 NEWSOM OIL COMPANY 1,021.90 408760 05/13/2021 TAW ORLANDO SERVICE CENTER INC 73,667.00 408761 05/13/2021 CARDINAL HEALTH 110 INC 1,711.77 408762 05/13/2021 MUNICIPAL EMERGENCY SERVICES INC 4,674.72 408763 05/13/2021 BURNETT LIME CO INC 3,328.80 408764 05/13/2021 MAJESTY TITLE SERVICES, LLC 22.90 408765 05/13/2021 TRINOVA -FLORIDA INC 4,460.64 408766 05/13/2021 THE LAW OFFICES OF 691.00 408767 05/13/2021 A & ASSOCIATES 3,071.53 408768 05/13/2021 SYLIVIA MILLER 1,251.00 408769 05/13/2021 THE TRANSIT GROUP INC 5,568.41 408770 05/13/2021 CATHEDRAL CORPORATION 1,765.37 408771 05/13/2021 UNIFIRST CORPORATION 847.27 408772 05/13/2021 BARSALOU VENTURES LLC 1,738.99 408773 05/13/2021 WURTH USA INC 119.94 408774 05/13/2021 FLORIDA EAST COAST HOLDINGS CORP 3,600.00 408775 05/13/2021 COLE AUTO SUPPLY INC 1,250.00 408776 05/13/2021 RHOADES AIR & HEAT 6,658.00 408777 05/13/2021 DAY DREAMS UNIFORMS INC 182.00 408778 05/13/2021 RELX INC 410.00 408779 05/13/2021 ENVIRONMENTAL OPERATING SOLUTION INC 8,074.50 408780 05/13/2021 CORE & MAIN LP 14,104.64 408781 05/13/2021 CLASSY CHRIS GRAY PROMOTIONS LLC 500.00 408782 05/13/2021 BOTTOMS UP BEVERAGE OF FLORIDA LLC 900.00 408783 05/13/2021 HINTERLAND GROUP INC 151,502.00 408784 05/13/2021 AMAZON CAPITAL SERVICES INC 2,141.90 408785 05/13/2021 ALL RITE WATER PURIFICATION INC 45.37 408786 05/13/2021 AMERIGAS PROPANE LP 221.99 408787 05/13/2021 GAMBER JOHNSON LLC 194.27 38 TRANS NBR DATE VENDOR AMOUNT 408788 05/13/2021 METROPOLITAN COMMUNICATION SERVICES INC 445.25 408789 05/13/2021 DEANGELO BROTHERS LLC 1,350.00 408790 05/13/2021 LIBERTY TIRE RECYCLING LLC 4,467.16 408791 05/13/2021 WILLIAM CROSBY 100.00 408792 05/13/2021 JESSE ROLAND 299.00 408793 05/13/2021 KYOCERA DOCUMENT SOLUTIONS SOUTHEAST LLC 1,727.52 408794 05/13/2021 DESK SPINCO INC 389.37 408795 05/13/2021 XGD SYSTEMS LLC 25,967.81 408796 05/13/2021 FERGUSON US HOLDINGS INC 2,392.69 408797 05/13/2021 STAPLES INC 417.09 408798 05/13/2021 LOWES COMPANIES INC 2,792.35 408799 05/13/2021 SMI TRADING LLC 52.00 408800 05/13/2021 DEX IMAGING LLC 96.44 408801 05/13/2021 CONSOR ENGINEERS LLC 187,805.87 408802 05/13/2021 THALES CONSULTING INC 250.00 408803 05/13/2021 PALFINGER US HOLDING INC 940.15 408804 05/13/2021 ESO SOLUTIONS INC 50,518.70 408805 05/13/2021 J-MAC CLEANING SERVICES INC 4,833.33 408806 05/13/2021 AQUATIC WEED CONTROL INC 145.00 408807 05/13/2021 PEOPLE READY FLORIDA INC 1,664.00 408808 05/13/2021 GENCIE LLC 3,825.00 408809 05/13/2021 HIREQUEST LLC 6,287.55 408810 05/13/2021 PETERBILT STORE SOUTH FLORIDA LLC 66.37 408811 05/13/2021 PRIVATE NATIONAL MORTGAGE ACCEPTANCE CO LLC 4,500.00 408812 05/13/2021 TAKING GROUND LAWN & LANDSCAPE INC 200.00 408813 05/13/2021 AMERICAN BACKFLOW PRODUCTS COMPANY 197.98 408814 05/13/2021 PEDIATRIC EMERGENCY STANDARDS INC 26,508.94 408815 05/13/2021 JODY THORNTON 150.00 408816 05/13/2021 HARMONY RESERVE LLC 76,397.29 408817 05/13/2021 LAWRENCE DEL VECCHIO 4,500.00 408818 05/13/2021 MEDGINE ITALIEN 32.87 408819 05/13/2021 REPUBLICAN WOMEN OF INDIAN RIVER 500.00 408820 05/13/2021 CASS INFORMATION SYSTEMS 27.42 408821 05/13/2021 SIMON HOLDINGS 125.39 408822 05/13/2021 TALK MORE WIRELESS ALABAMA LLC 51.62 408823 05/13/2021 KEITH SMITH 144.20 408824 05/13/2021 JOSEPH SCARLATA 100.00 408825 05/13/2021 LINDA MASON 34.40 408826 05/13/2021 UTIL REFUNDS 130.12 408827 05/13/2021 UTIL REFUNDS 71.01 408828 05/13/2021 UTIL REFUNDS 56.86 408829 05/13/2021 UTIL REFUNDS 71.46 408830 05/13/2021 UTIL REFUNDS 14.46 408831 05/13/2021 UTIL REFUNDS 86.36 408832 05/13/2021 UTIL REFUNDS 112.97 408833 05/13/2021 UTIL REFUNDS 93.76 408834 05/13/2021 UTIL REFUNDS 86.90 408835 05/13/2021 UTIL REFUNDS 81.56 408836 05/13/2021 UTIL REFUNDS 32.42 408837 05/13/2021 UTIL REFUNDS 15.21 408838 05/13/2021 UTIL REFUNDS 29.89 408839 05/13/2021 UTIL REFUNDS 70.03 408840 05/13/2021 UTIL REFUNDS 88.65 408841 05/13/2021 UTIL REFUNDS 81.02 408842 05/13/2021 UTIL REFUNDS 9.17 408843 05/13/2021 UTIL REFUNDS 78.96 408844 05/13/2021 UTIL REFUNDS 43.41 408845 05/13/2021 UTIL REFUNDS 69.25 408846 05/13/2021 UTIL REFUNDS 121.47 408847 05/13/2021 UTIL REFUNDS 13.14 39 TRANS NBR DATE VENDOR AMOUNT 408848 05/13/2021 UTIL REFUNDS 39.59 408849 05/13/2021 UTIL REFUNDS 72.57 408850 05/13/2021 UTIL REFUNDS 91.92 408851 05/13/2021 UTIL REFUNDS 79.29 408852 05/13/2021 UTIL REFUNDS 49.68 408853 05/13/2021 UTIL REFUNDS 25.67 408854 05/13/2021 UTIL REFUNDS 80.78 408855 05/13/2021 UTIL REFUNDS 19.92 408856 05/13/2021 UTIL REFUNDS 53.32 408857 05/13/2021 UTIL REFUNDS 95.59 408858 05/13/2021 UTIL REFUNDS 85.90 408859 05/13/2021 UTIL REFUNDS 84.10 408860 05/13/2021 UTIL REFUNDS 85.83 408861 05/13/2021 UTIL REFUNDS 70.56 408862 05/13/2021 UTIL REFUNDS 80.80 408863 05/13/2021 UTIL REFUNDS 21.20 408864 05/13/2021 UTIL REFUNDS 112.71 408865 05/13/2021 UTIL REFUNDS 53.65 408866 05/13/2021 UTIL REFUNDS 70.66 408867 05/13/2021 UTIL REFUNDS 45.29 408868 05/13/2021 UTIL REFUNDS 90.81 408869 05/13/2021 UTIL REFUNDS 108.07 408870 05/13/2021 UTIL REFUNDS 77.62 408871 05/13/2021 UNIVERSITY OF FLORIDA 550.00 408872 05/13/2021 ROSEN CENTRE HOTEL 660.00 408873 05/13/2021 BUILDING OFFICIALS ASSOC OF FLORIDA 499.00 408874 05/13/2021 BRIAN FREEMAN 90.64 408875 05/13/2021 KRISTIN DANIELS 200.00 408876 05/13/2021 GEORGE BRIAN T FISHER 45.93 408877 05/13/2021 PORT CONSOLIDATED INC 1,337.49 408878 05/13/2021 STURGIS LUMBER & PLYWOOD CO 1.00 408879 05/13/2021 RANGER CONSTRUCTION IND INC 637.70 408880 05/13/2021 SAFETY PRODUCTS INC 65.90 408881 05/13/2021 LFI FORT PIERCE INC 1,130.68 408882 05/13/2021 TIRESOLES OF BROWARD INC 4,712.27 408883 05/13/2021 NEWMANS POWER SYSTEMS 591.12 408884 05/13/2021 BAKER & TAYLOR INC 3,522.82 408885 05/13/2021 MIDWEST TAPE LLC 400.86 408886 05/13/2021 MID -STATE MECHANICAL OF VERO BEACH INC 1,705.00 408887 05/13/2021 CENGAGE LEARNING INC 440.83 408888 05/13/2021 CITY OF VERO BEACH 816.47 408889 05/13/2021 ROGER CLEVELAND GOLF INC 1,652.40 408890 05/13/2021 ACUSHNET COMPANY 61.74 408891 05/13/2021 CENTRAL A/C & REFRIGERATION SUPPLY INC 258.03 408892 05/13/2021 FAMOSO INC 332.15 408893 05/13/2021 FLORIDA POWER AND LIGHT 29,886.38 408894 05/13/2021 FLORIDA POWER AND LIGHT 2,821.49 408895 05/13/2021 WESTSIDE REPROGRAPHICS OF VERO BEACH INC 70.00 408896 05/13/2021 DAVCO ELECTRICAL CONTRACTORS CORP 2,019.00 408897 05/13/2021 BRIDGESTONE AMERICAS INC 2,134.67 408898 05/13/2021 ECONOLITE CONTROL PRODUCTS INC 1,536.00 408899 05/13/2021 TRANE US INC 4,173.66 408900 05/13/2021 HULETT ENVIRONMENTAL SERVICES 160.00 408901 05/13/2021 THE SHERWIN WILLIAMS CO 147.36 408902 05/13/2021 SOUTHERN JANITOR SUPPLY INC 1,050.48 408903 05/13/2021 GLOVER OIL COMPANY INC 37,615.31 408904 05/13/2021 CONSOLIDATED ELECTRICAL DISTRIBUTORS INC 111.34 408905 05/13/2021 PAK MAIL 234.68 408906 05/13/2021 JACE CHANDLER & ASSOCIATES INC 500.00 408907 05/13/2021 KWACKS INC 975.00 40 TRANS NBR DATE VENDOR AMOUNT 408908 05/13/2021 PR DIAMOND PRODUCTS INC 343.00 408909 05/13/2021 RANGE SERVANT AMERICA INC 734.12 408910 05/13/2021 MOORE MOTORS INC 45.00 408911 05/13/2021 WILD TURKEY ESTATES OF VERO LLC 180.88 408912 05/13/2021 REPROGRAPHIC SOLUTIONS INC 11.52 408913 05/13/2021 STS MAINTAIN SERVICES INC 2,475.00 408914 05/13/2021 MASCHMEYER CONCRETE COMPANY OF FLORIDA 926.00 408915 05/13/2021 SYLIVIA MILLER 81.00 408916 05/13/2021 ANDERSEN ANDRE CONSULTING ENGINEERS INC 1,308.00 408917 05/13/2021 UNIFIRST CORPORATION 915.55 408918 05/13/2021 SITEONE LANDSCAPE SUPPLY HOLDINGS LLC 449.75 408919 05/13/2021 RUSTY NORVELL CONCRETE PUMPING SERVICE INC 2,450.00 408920 05/13/2021 EAST COAST RECYCLING INC 3,142.50 408921 05/13/2021 COLE AUTO SUPPLY INC 1,713.42 408922 05/13/2021 RECYCLING ROCKS LLC 400.00 408923 05/13/2021 NESTLE WATERS NORTH AMERICA 97.88 408924 05/13/2021 CORE & MAIN LP 7,838.60 408925 05/13/2021 ROGERS ENVIRONMENTAL INC 1,913.00 408926 05/13/2021 AMAZON CAPITAL SERVICES INC 3,529.91 408927 05/13/2021 PIRATE PEST CONTROL LLC 48.00 408928 05/13/2021 CALITEN LLC 40.27 408929 05/13/2021 AMERIGAS PROPANE LP 7,586.98 408930 05/13/2021 JORDAN POWER EQUIPMENT CORP 674.44 408931 05/13/2021 FERGUSON US HOLDINGS INC 86.73 408932 05/13/2021 BLUE GOOSE CONSTRUCTION LLC 2,082.04 408933 05/13/2021 STAPLES INC 2,519.86 408934 05/13/2021 LOWES COMPANIES INC 2,603.93 408935 05/13/2021 CONTROL TECHNOLOGIES INC 72,252.00 408936 05/13/2021 BRITTON INDUSTRIES INC 784.75 408937 05/13/2021 CW ROBERTS CONTRACTING INC 66,181.77 408938 05/13/2021 RANDSTAD NORTH AMERICA INC 877.51 408939 05/13/2021 JUNIPER LANDSCAPING OF FLORIDA LLC 4,145.00 408940 05/13/2021 PEOPLE READY FLORIDA INC 2,846.40 408941 05/13/2021 STRIPING SERVICE & SUPPLY INC 33,200.00 Grand Total: 1,231,361.22 41 RENTAL ASSISTANCE CHECKS WRITTEN TRANS NBR DATE 901202 05/07/2021 901203 05/07/2021 901204 05/07/2021 901205 05/07/2021 901206 05/07/2021 901207 05/07/2021 Grand Total: VENDOR ALAN R TOKAR CANON FINANCIAL SERVICES INC ORCHARD GROVE VENTURE LLC STAPLES INC LAWRENCE C SALTER TRUST EZAS INVESTMENTS LLC AMOUNT 393.60 26.86 876.00 2,798.79 463.00 918.40 5,476.65 42 ELECTRONIC PAYMENT - VISA CARD TRANS. NBR DATE VENDOR AMOUNT 1018097 05/07/2021 COLD AIR DISTRIBUTORS WAREHOUSE 381.46 1018098 05/07/2021 INDIAN RIVER BATTERY 262.90 1018099 05/07/2021 INDIAN RIVER OXYGEN INC 648.95 1018100 05/07/2021 MIKES GARAGE & WRECKER SERVICE INC 460.00 1018101 05/07/2021 APPLE INDUSTRIAL SUPPLY CO 59.32 1018102 05/07/2021 MEEKS PLUMBING INC 324.00 1018103 05/07/2021 ALLIED UNIVERSAL CORP 3,074.15 1018104 05/07/2021 IRRIGATION CONSULTANTS UNLIMITED INC 1,555.91 1018105 05/07/2021 APPLE MACHINE & SUPPLY CO 1,073.93 1018106 05/07/2021 COMPLETE ELECTRIC INC 3,129.89 1018107 05/07/2021 HARCROS CHEMICALS, INC. 2,916.88 1018108 05/07/2021 CUMMINS INC 4,727.44 1018109 05/07/2021 SPINNAKER VERO INC 106.38 1018110 05/07/2021 SIMS CRANE & EQUIPMENT CO 599.20 1018111 05/07/2021 L&L DISTRIBUTORS 240.39 1018112 05/07/2021 RADWELL INTERNATIONAL INC 97.54 1018113 05/07/2021 OFFICE DEPOT INC 2,049.43 1018114 05/10/2021 AT&T CORP 168.85 1018115 05/10/2021 AT&T CORP 169.50 1018116 05/10/2021 AT&T CORP 273.35 1018117 05/10/2021 AT&T CORP 273.35 1018118 05/13/2021 INDIAN RIVER BATTERY 17.30 1018119 05/13/2021 RING POWER CORPORATION 2,323.56 1018120 05/13/2021 AMERICAN CONCRETE INDUSTRIES INC 1,110.00 1018121 05/13/2021 MEEKS PLUMBING INC 250.00 1018122 05/13/2021 EFE INC 1,226.79 1018123 05/13/2021 PACE ANALYTICAL SERVICES LLC 216.00 1018124 05/13/2021 OFFICE DEPOT INC 1,526.92 1018125 05/13/2021 AT&T CORP 117.29 1018126 05/13/2021 AT&T CORP 8.48 1018127 05/13/2021 AT&T CORP 18.13 1018128 05/13/2021 AT&T CORP 23.27 1018129 05/13/2021 AT&T CORP 9.68 1018130 05/13/2021 AT&T CORP 8.48 1018131 05/13/2021 AT&T CORP 39.78 1018132 05/13/2021 AT&T CORP 836.20 1018133 05/13/2021 AT&T CORP 45.42 1018134 05/13/2021 AT&T CORP 905.91 1018135 05/13/2021 AT&T CORP 703.97 1018136 05/13/2021 COMCAST 400.46 1018137 05/13/2021 WASTE MANAGEMENT INC OF FLORIDA 11,448.56 Grand Total: 43,829.02 43 ELECTRONIC PAYMENTS - WIRE & ACH TRANS NBR DATE VENDOR AMOUNT 8592 05/07/2021 NATIONAL METERING SERVICES INC 74,331.32 8593 05/07/2021 CDM SMITH INC 3,981.67 8594 05/10/2021 HUMANE SOCIETY 36,000.00 8595 05/11/2021 CLERK OF CIRCUIT COURT 14,327.01 8596 05/11/2021 UNITED WAY OF INDIAN RIVER COUNTY 342,500.00 8597 05/12/2021 FLORIDA DEPARTMENT OF REVENUE 2,707.75 8598 05/12/2021 FLORIDA DEPARTMENT OF REVENUE 31,078.90 8599 05/12/2021 FLORIDA DEPARTMENT OF REVENUE 5,352.22 8600 05/12/2021 FLORIDA DEPARTMENT OF REVENUE 1,061.72 8601 05/12/2021 RX BENEFITS INC 235,407.68 8602 05/13/2021 ATLANTIC COASTAL LAND TITLE CO LLC 15,640.00 8603 05/13/2021 VERO HERITAGE INC 735.00 8604 05/13/2021 IRS -PAYROLL TAXES 7,628.41 Grand Total: 770,751.68 44 JEFFREY R. SMITH, CPA, CGFO, CGMA Clerk of Circuit Court & Comptroller Finance Department 1801 271 Street Vero Beach, FL 32960 TO: HONORABLE BOARD OF COUNTY COMMISSIONERS FROM: ELISSA NAGY, FINANCE DIRECTOR THRU: JEFFREY R. SMITH, COMPTROLLER DATE: May 20, 2021 & Comp) R0 Ir j V y q��fRcovN�y�� SUBJECT: APPROVAL OF CHECKS AND ELECTRONIC PAYMENTS May 14, 2021 to May 20, 2021 In compliance with Chapter 136.06, Florida Statutes, all checks and electronic payments issued by the Board of County Commissioners are to be recorded in the Board minutes. Approval is requested for the attached lists of checks and electronic payments, issued by the Comptroller's office, for the time period of May 14, 2021 to May 20, 2021. M CHECKS WRITTEN TRANS NBR DATE VENDOR AMOUNT 408942 05/14/2021 BLUE CROSS & BLUE SHIELD OF FLORIDA INC 9,003.40 408943 05/14/2021 ADMIN FOR CHILD SUPPORT ENFORCEMENT 233.40 408944 05/14/2021 ADMIN FOR CHILD SUPPORT ENFORCEMENT 39.07 408945 05/14/2021 NORTH CAROLINA CHILD SUPPORT 105.69 408946 05/14/2021 COMMONWEALTH OF MASSACHUSETTS 154.00 408947 05/20/2021 GUARDIAN EQUIPMENT INC 655.00 408948 05/20/2021 COMMUNICATIONS INTERNATIONAL 116.80 408949 05/20/2021 SSES INC 1,864.85 408950 05/20/2021 VERO CHEMICAL DISTRIBUTORS INC 694.15 408951 05/20/2021 RICOH USA INC 57.96 408952 05/20/2021 CHISHOLM CORP OF VERO 388.00 408953 05/20/2021 KIMLEY HORN & ASSOC INC 3,541.95 408954 05/20/2021 HENRY SCHEIN INC 4,381.18 408955 05/20/2021 SAFETY PRODUCTS INC 456.35 408956 05/20/2021 AT&T WIRELESS 60.97 408957 05/20/2021 AT&T WIRELESS 72.48 408958 05/20/2021 AT&T WIRELESS 130.39 408959 05/20/2021 AT&T WIRELESS 152.92 408960 05/20/2021 AT&T WIRELESS 349.47 408961 05/20/2021 AT&T WIRELESS 728.81 408962 05/20/2021 AT&T WIRELESS 1,010.67 408963 05/20/2021 AT&T WIRELESS 136.29 408964 05/20/2021 DATA FLOW SYSTEMS INC 3,572.16 408965 05/20/2021 GRAINGER 413.72 408966 05/20/2021 GRAYBAR ELECTRIC 75.75 408967 05/20/2021 REPUBLIC SERVICES INC 27,155.72 408968 05/20/2021 REPUBLIC SERVICES INC 267,195.64 408969 05/20/2021 HACH CO 3,881.53 408970 05/20/2021 LFI FORT PIERCE INC 1,047.54 408971 05/20/2021 CLIFF BERRY INC 694.75 408972 05/20/2021 PETES CONCRETE 3,880.00 408973 05/20/2021 ECOTECH CONSULTANTS INC 2,666.67 408974 05/20/2021 DIVE RESCUE INC 6,472.27 408975 05/20/2021 MOTION INDUSTRIES INC 982.05 408976 05/20/2021 PARAGON ELECTRIC OF VERO INC 4,829.68 408977 05/20/2021 CITY ELECTRIC SUPPLY COMPANY 202.93 408978 05/20/2021 ABCO GARAGE DOOR CO INC 412.50 408979 05/20/2021 DELL MARKETING LP 3,460.00 408980 05/20/2021 MYRON L COMPANY 53.00 408981 05/20/2021 ODYSSEY MANUFACTURING CO 7,482.42 408982 05/20/2021 JIMMYS AIR & REFRIGERATION INC 95.00 408983 05/20/2021 SOFTWARE HARDWARE INTEGRATION 433.74 408984 05/20/2021 CLERK OF CIRCUIT COURT 1,366.00 408985 05/20/2021 INDIAN RIVER COUNTY HEALTH DEPT 7,034.73 408986 05/20/2021 CDM SMITH INC 4,717.50 408987 05/20/2021 FLORIDA DEPT OF TRANSPORTATION 9.41 408988 05/20/2021 BLUE CROSS & BLUE SHIELD OF FLORIDA INC 25.75 408989 05/20/2021 PUBLIX SUPERMARKETS 3.70 408990 05/20/2021 ARTHUR J GALLAGHER RISK MGMT SERV INC 2,619,955.01 408991 05/20/2021 UNIVERSITY OF FLORIDA 3,951.00 408992 05/20/2021 INTERNATIONAL GOLF MAINTENANCE INC 990.00 408993 05/20/2021 GEOSYNTEC CONSULTANTS INC 31,275.06 408994 05/20/2021 CENTRAL A/C & REFRIGERATION SUPPLY INC 48.16 408995 05/20/2021 SIEMENS INDUSTRY INC 1,059.00 408996 05/20/2021 FLORIDA POWER AND LIGHT 42,645.28 408997 05/20/2021 MELECH BERMAN . 2,280.00 408998 05/20/2021 PEACE RIVER ELECTRIC COOP INC 192.58 408999 05/20/2021 NEW HORIZONS OF THE TREASURE COAST 26,657.00 46 TRANS NBR DATE VENDOR AMOUNT 409000 05/20/2021 SUNSHINE STATE ONE CALL OF FL INC 2,194.00 409001 05/20/2021 HENRY SMITH 125.00 409002 05/20/2021 CHILDRENS HOME SOCIETY OF FL 2,250.00 409003 05/20/2021 FORESTRY SUPPLIERS INC 121.92 409004 05/20/2021 TLC DIVERSIFIED INC 27,668.75 409005 05/20/2021 DONADIO AND ASSOCIATES ARCHITECTS PA 133.25 409006 05/20/2021 SHRIEVE CHEMICAL CO 8,261.65 409007 05/20/2021 ST LUCIE COUNTY BOCC 13,814.85 409008 05/20/2021 ARCADIS U S INC 10,674.50 409009 05/20/2021 FLORIDA DEPT OF JUVENILE JUSTICE 30,532.00 409010 05/20/2021 SYNAGRO-WWT INC 30,772.95 409011 05/20/2021 POLYDYNE INC 2,645.00 409012 05/20/2021 FLORIDA RURAL LEGAL SERVICES INC 2,687.65 409013 05/20/2021 THE SHERWIN WILLIAMS CO 149.75 409014 05/20/2021 WILLIAMS, DANIEL LEE 12.01 409015 05/20/2021 MBV ENGINEERING INC 225.00 409016 05/20/2021 SEBASTIAN RIVER AREA CHAMBER OF COMMERCE 5,659.30 409017 05/20/2021 LARRY STEPHENS 100.00 409018 05/20/2021 RECREATION SUPPLY COMPANY INC 993.89 409019 05/20/2021 HFB OF FLORIDA LLC 4,500.00 409020 05/20/2021 CONSOLIDATED ELECTRICAL DISTRIBUTORS INC 101.84 409021 05/20/2021 SUNCOAST REALTY & RENTAL MGMT LLC 2,550.00 409022 05/20/2021 RUSH TRUCK CENTERS OF FLORIDA 1,754.76 409023 05/20/2021 PEARSALL JR, MAHLON 45.81 409024 05/20/2021 JOHNNY B SMITH 50.00 409025 05/20/2021 TRADEWINDS POWER CORP 1,911.69 409026 05/20/2021 TREASURE COAST FOOD BANK INC 492,396.55 409027 05/20/2021 KWACKS INC 1,149.00 409028 05/20/2021 WELLS FARGO BANK NA 2,104.62 409029 05/20/2021 ENVIRONMENTAL CONSERVATION LABORATORIES INC 4,392.00 409030 05/20/2021 NICOLACE MARKETING INC 3,561.00 409031 05/20/2021 EQ THE ENVIRONMENTAL QUALITY COMPANY 29,090.18 409032 05/20/2021 GARRETT SMITH 30.00 409033 05/20/2021 HELPING ANIMALS LIVE -OVERCOME 24.00 409034 05/20/2021 FORTY FOURTH ASSOCIATES, LLC 4,500.00 409035 05/20/2021 KARL L FUGMANN 41.90 409036 05/20/2021 VERO BEACH PARTNERSHIP 400.00 409037 05/20/2021 MKI SERVICES INC 16,240.00 409038 05/20/2021 CARDINAL HEALTH 110 INC 534.99 409039 05/20/2021 MUNICIPAL EMERGENCY SERVICES INC 226.00 409040 05/20/2021 BURNETT LIME CO INC 9,974.72 409041 05/20/2021. W S BADCOCK CORPORATION 6,574.76 409042 05/20/2021 SOUTHERN MANAGEMENT LLC 9,475.00 409043 05/20/2021 DEBORAH CUEVAS 175.00 409044 05/20/2021 SUMMIT CONSTRUCTION OF VERO BEACH LLC 51,042.00 409045 05/20/2021 FLORIDA DESIGN DRILLING CORP 10,463.71 409046 05/20/2021 KESSLER CONSULTING INC 8,280.00 409047 05/20/2021 NAPIER & ROLLIN PLLC 2,187.50 409048 05/20/2021 SYLIVIA MILLER 315.00 409049 05/20/2021 HAWKINS INC 2,677.25 409050 05/20/2021 CATHEDRAL CORPORATION 1,658.29 409051 05/20/2021 UNIFIRST CORPORATION 735.02 409052 05/20/2021 SITEONE LANDSCAPE SUPPLY HOLDINGS LLC 86.68 409053 05/20/2021 GOTTA GO GREEN ENTERPISES INC 119.36 409054 05/20/2021 KERNS CONSTRUCTION & PROPERTY 29,938.43 409055 05/20/2021 FLORIDA EAST COAST HOLDINGS CORP 1,800.00 409056 05/20/2021 EASTERN PIPELINE CONSTRUCTION INC 7,200.00 409057 05/20/2021 SUEZ TREATMENT SOLUTIONS INC 3,749.94 409058 05/20/2021 EAST COAST RECYCLING INC 420.00 409059 05/20/2021 COLE AUTO SUPPLY INC 353.62 47 TRANS NBR DATE VENDOR AMOUNT 409060 05/20/2021 FLORIDA BULB & BALLAST INC 38,554.02 409061 05/20/2021 BOWMAN CONSULTING GROUP LTD 12,712.00 409062 05/20/2021 CORE & MAIN LP 337.05 409063 05/20/2021 WOERNER AGRIBUSINESS LLC 300.00 409064 05/20/2021 BOTTOMS UP BEVERAGE OF FLORIDA LLC 890.00 409065 05/20/2021 SPECIAL OLYMPICS FLORIDA -INDIAN RIVER COUNTY 355.47 409066 05/20/2021 DIRECTV GROUP INC 130.12 409067 05/20/2021 IM SOLUTIONS INC 22,621.06 409068 05/20/2021 AMAZON CAPITAL SERVICES INC 460.18 409069 05/20/2021 N1 CRITICAL TECHNOLOGIES INC 2,550.65 409070 05/20/2021 AMERIGAS PROPANE LP 3,426.35 409071 05/20/2021 SKYDIVE SEBASTIAN OF SOUTH FLORIDA INC 2,000.00 409072 05/20/2021 HOPPING GREEN & SAMS PA 6,358.50 409073 05/20/2021 JORDAN POWER EQUIPMENT CORP 7.49 409074 05/20/2021 EVERETT J PRESCOTT INC 1,087.85 409075 05/20/2021 DEANGELO BROTHERS LLC 215.00 409076 05/20/2021 LIBERTY TIRE RECYCLING LLC 3,974.14 409077 05/20/2021 MULLINAX FORD OF VERO BEACH 632.94 409078 05/20/2021 JUDITH A BURLEY 118.50 409079 05/20/2021 AMERICAN ASSOCIATION OF UNIVERSITY OF WOMEN 3,828.23 409080 05/20/2021 R&S RADIO LLC 400.00 409081 05/20/2021 CIVICPLUS LLC 24,734.96 409082 05/20/2021 GATEWAY SERVICES USA LLC 12.00 409083 05/20/2021 KYOCERA DOCUMENT SOLUTIONS SOUTHEAST LLC 272.34 409084 05/20/2021 JENNIFER D JAMES 20.00 409085 05/20/2021 DESK SPINCO INC 300.96 409086 05/20/2021 FERGUSON US HOLDINGS INC 3,597.60 409087 05/20/2021 BLUE GOOSE CONSTRUCTION LLC 1,222.31 409088 05/20/2021 STAPLES INC 292.01 409089 05/20/2021 LOWES COMPANIES INC 1,619.23 409090 05/20/2021 SMI TRADING LLC 296.02 409091 05/20/2021 GOOD SPORTSMAN MARKETING LLC 805.98 409092 05/20/2021 CHRIS ZAVESKY 50.00 409093 05/20/2021 REBECCA SIPLAK 16.00 409094 05/20/2021 SCOTT REYNOLDS 6.40 409095 05/20/2021 SEASIDE PERMITS 75.00 409096 05/20/2021 AQUATIC WEED CONTROL INC 145.00 409097 05/20/2021 CARLON INC 145.00 409098 05/20/2021 LAWRENCE LEE CONSTRUCTION SERVICES INC 14,250.00 409099 05/20/2021 MR COOPER GROUP INC 4,500.00 409100 05/20/2021 FREEDOM MORTGAGE CORPORATION 4,500.00 409101 05/20/2021 LUMINULTRA TECHNOLOGIES INC 1,575.00 409102 05/20/2021 COMPUTERSHARE MORTGAGE SERVICES INC 3,566.12 409103 05/20/2021 HIREQUEST LLC 7,451.56 409104 05/20/2021 PETERBILT STORE SOUTH FLORIDA LLC 5,537.73 409105 05/20/2021 PRIVATE NATIONAL MORTGAGE ACCEPTANCE CO LLC 4,500.00 409106 05/20/2021 INTERWORLD HIGHWAY LLC 1,598.40 409107 05/20/2021 A TEAM OF THE TREASURE COAST INC 810.00 409108 05/20/2021 CLEAN SPACE INC 15,530.91 409109 05/20/2021 LOCAL FIREFIGHTERS UNION 150.00 409110 05/20/2021 MICHAEL LAURENCE 500.00 409111 05/20/2021 ROBERT BOUCHLAS SR 1,006.05 409112 05/20/2021 LEE CALLOWAY 2,250.00 409113 05/20/2021 TROPIC AIR & HEAT LLC 79.00 409114 05/20/2021 CW WILLIS FAMILY FARMS LLC 7,643.11 409115 05/20/2021 PANNA LLC 10,000.00 409116 05/20/2021 STARRATT R PROPERTIES INC 500.00 409117 05/20/2021 JOHN REITANO 4,500.00 409118 05/20/2021 UTIL REFUNDS 106.60 409119 05/20/2021 UTIL REFUNDS 42.90 Gi TRANS NBR DATE VENDOR AMOUNT 409120 05/20/2021 UTIL REFUNDS 38.70 409121 05/20/2021 UTIL REFUNDS 48.83 409122 05/20/2021 UTIL REFUNDS 33.83 409123 05/20/2021 UTIL REFUNDS 63.13 409124 05/20/2021 UTIL REFUNDS 15.44 409125 05/20/2021 UTIL REFUNDS 63.80 409126 05/20/2021 UTIL REFUNDS 35.41 409127 05/20/2021 UTIL REFUNDS 260.69 409128 05/20/2021 UTIL REFUNDS 82.67 409129 05/20/2021 UTIL REFUNDS 11.31 409130 05/20/2021 UTIL REFUNDS 69.48 409131 05/20/2021 UTIL REFUNDS 69.51 409132 05/20/2021 UTIL REFUNDS 70.44 409133 05/20/2021 UTIL REFUNDS 32.47 409134 05/20/2021 UTIL REFUNDS 51.94 409135 05/20/2021 UTIL REFUNDS 36.61 409136 05/20/2021 UTIL REFUNDS 69.26 409137 05/20/2021 UTIL REFUNDS 27.86 409138 05/20/2021 UTIL REFUNDS 49.92 409139 05/20/2021 UTIL REFUNDS 75.87 409140 05/20/2021 UTIL REFUNDS 36.00 409141 05/20/2021 UTIL REFUNDS 58.78 409142 05/20/2021 UTIL REFUNDS 51.80 409143 05/20/2021 UTIL REFUNDS 94.81 409144 05/20/2021 UTIL REFUNDS 9.98 409145 05/20/2021 UTIL, REFUNDS 61.16 409146 05/20/2021 UTIL REFUNDS 94.81 409147 05/20/2021 UTIL REFUNDS 49.43 409148 05/20/2021 UTIL REFUNDS 67.16 409149 05/20/2021 UTIL REFUNDS 79.04 409150 05/20/2021 UTIL REFUNDS 34.86 409151 05/20/2021 UTIL REFUNDS 36.48 409152 05/20/2021 UTIL REFUNDS 251.96 409153 05/20/2021 UTIL REFUNDS 67.17 409154 05/20/2021 UTIL REFUNDS 36.63 409155 05/20/2021 UTIL REFUNDS 93.34 409156 05/20/2021 UTIL REFUNDS 30.11 409157 05/20/2021 UTIL REFUNDS 59.10 409158 05/20/2021 UTIL REFUNDS 113.43 409159 05/20/2021 UTIL REFUNDS 60.05 409160 05/20/2021 UTIL REFUNDS 39.02 409161 05/20/2021 UTE, REFUNDS 66.71 409162 05/20/2021 UTIL REFUNDS 24.72 409163 05/20/2021 UTIL REFUNDS 79.91 409164 05/20/2021 UTIL REFUNDS 11.80 409165 05/20/2021 FLORIDA WATER & POLLUTION CONTROL 325.00 409166 05/20/2021 RECYCLE FLORIDA TODAY INC 125.00 409167 05/20/2021 DAVID SILON 115.00 409168 05/20/2021 SUSAN ADAMS 100.53 409169 05/20/2021 SCOTT RODRIGUEZ 425.00 409170 05/20/2021 EXECUTIVE TRAINING TECHNOLOGIES LLC 165.00 409171 05/20/2021 PORT CONSOLIDATED INC 806.90 409172 05/20/2021 RANGER CONSTRUCTION IND INC 1,147.00 409173 05/20/2021 VERO CHEMICAL DISTRIBUTORS INC 835.35 409174 05/20/2021 RICOH USA INC 16.66 409175 05/20/2021 SAFETY PRODUCTS INC 169.60 409176 05/20/2021 BRENDA DICKHART 126.00 409177 05/20/2021 LFI FORT PIERCE INC 1,257.41 409178 05/20/2021 EXPRESS REEL GRINDING INC 3,500.00 409179 05/20/2021 BAKER & TAYLOR INC 4,679.84 49 TRANS NBR DATE VENDOR AMOUNT 409180 05/20/2021 BAKER DISTRIBUTING CO LLC 32.20 409181 05/20/2021 CENGAGE LEARNING INC 348.65 409182 05/20/2021 SOFTWARE HARDWARE INTEGRATION 154.88 409183 05/20/2021 CLERK OF CIRCUIT COURT 502.00 409184 05/20/2021 CITY OF VERO BEACH 3,927.57 409185 05/20/2021 TREASURE COAST HOMELESS SERVICES 756.16 409186 05/20/2021 KRUGER CONSTRUCTION CORP 2,530.00 409187 05/20/2021 ACUSHNET COMPANY 4,415.62 409188 05/20/2021 FAMOSO INC 728.18 409189 05/20/2021 TRAFFIC PARTS INC 11,527.20 409190 05/20/2021 FLORIDA POWER AND LIGHT 5,126.15 409191 05/20/2021 FLORIDA POWER AND LIGHT 15,969.19 409192 05/20/2021 FLORIDA POWER AND LIGHT 5,149.89 409193 05/20/2021 TAYLOR MADE GOLF CO INC 1,379.18 409194 05/20/2021 GLOBAL GOLF SALES INC 505.15 409195 05/20/2021 FLORIDA DEPT OF ENVIRONMENTAL PROTECTION 420.00 409196 05/20/2021 GREY HOUSE PUBLISHING 530.95 409197 05/20/2021 INDIAN RIVER FARMS WATER CNTRL DIST 592.84 409198 05/20/2021 INDIAN RIVER FARMS WATER CNTRL DIST 1,203.75 409199 05/20/2021 JOHN BROWN & SONS INC 3,600.00 409200 05/20/2021 WESTSIDE REPROGRAPHICS OF VERO BEACH INC 364.24 409201 05/20/2021 ELECTRONIC ACCESS SPECIALIST 1,199.36 409202 05/20/2021 BRIDGESTONE GOLF INC 637.44 409203 05/20/2021 PAK MAIL 86.35 409204 05/20/2021 BERMUDA SANDS APPAREL LLC 227.37 409205 05/20/2021 XYLEM WATER SOLUTION USA INC 23,099.25 409206 05/20/2021 UNIFIRST CORPORATION 550.50 409207 05/20/2021 WILSON SPORTING GOODS CO 645.41 409208 05/20/2021 SITEONE LANDSCAPE SUPPLY HOLDINGS LLC 22.80 409209 05/20/2021 BYERS ENGINEERING COMPANY 8,300.00 409210 05/20/2021 COVERALL NORTH AMERICA INC 2,230.00 409211 05/20/2021 COLE AUTO SUPPLY INC 27.04 409212 05/20/2021 KONICA MINOLTA BUSINESS SOLUTIONS 211.72 409213 05/20/2021 CALVIN GIORDANO & ASSOCIATES INC 25,415.01 409214 05/20/2021 JOE PAYNE INC 14,951.04 409215 05/20/2021 VISTA OUTDOOR SALES LLC 979.39 409216 05/20/2021 AMAZON CAPITAL SERVICES INC 2,065.83 409217 05/20/2021 JORDAN POWER EQUIPMENT CORP 103.97 409218 05/20/2021 NETCENTRIC TECHNOLOGIES INC 722.59 409219 05/20/2021 KRONOS SAASHR INC 22.68 409220 05/20/2021 MT CAUSLEY LLC 14,388.00 409221 05/20/2021 BLUE GOOSE CONSTRUCTION LLC 2,509.42 409222 05/20/2021 LOWES COMPANIES INC 1,011.06 409223 05/20/2021 SMI TRADING LLC 7.60 409224 05/20/2021 BRITTON INDUSTRIES INC 3,439.24 409225 05/20/2021 CW ROBERTS CONTRACTING INC 515,399.57 409226 05/20/2021 RANDSTAD NORTH AMERICA INC 1,751.61 409227 05/20/2021 PEOPLE READY FLORIDA INC 3,574.40 409228 05/20/2021 DAPHNE DRISKELL 100.00 409229 05/20/2021 ENCORE BROADCAST EQUIPMENT SALES INC 4,535.00 Grand Total: 4,883,158.05 50 RENTAL ASSISTANCE CHECKS WRITTEN TRANS NBR DATE 901208 05/14/2021 901209 05/20/2021 901210 05/20/2021 Grand Total: VENDOR STAPLES INC FORT PIERCE HOUSING AUTHORITY STAPLES INC AMOUNT 329.33 37.00 35.18 401.51 51 ELECTRONIC PAYMENT - VISA CARD TRANS. NBR DATE VENDOR AMOUNT 1018138 05/14/2021 COLD AIR DISTRIBUTORS WAREHOUSE 181.90 1018139 05/14/2021 INDIAN RIVER OXYGEN INC 3,318.05 1018140 05/14/2021 RING POWER CORPORATION 7,085.54 1018141 05/14/2021 GALLS LLC 140.64 1018142 05/14/2021 MEEKS PLUMBING INC 838.00 1018143 05/14/2021 FIRST HOSPITAL LABORATORIES INC 674.00 1018144 05/14/2021 APPLE MACHINE & SUPPLY CO 156.80 1018145 05/14/2021 TOTAL TRUCK PARTS INC 3,658.07 1018146 05/14/2021 STRYKER SALES CORP 95,899.20 1018147 05/14/2021 MIDWEST MOTOR SUPPLY CO 953.23 1018148 05/14/2021 L&L DISTRIBUTORS 33.00 1018149 05/14/2021 STAT MEDICAL DISPOSAL INC 1,250.00 1018150 05/14/2021 ALLIED DIVERSIFIED OF VERO BEACH LLC 690.00 1018151 05/14/2021 EFE INC 1,455.52 1018152 05/17/2021 WASTE MANAGEMENT INC OF FLORIDA 130.63 1018153 05/19/2021 PARKS RENTAL & SALES INC 47.00 1018154 05/19/2021 INDIAN RIVER BATTERY 362.85 1018155 05/19/2021 RING POWER CORPORATION 3,823.00 1018156 05/19/2021 ALLIED UNIVERSAL CORP 3,556.13 1018157 05/19/2021 IRRIGATION CONSULTANTS UNLIMITED INC 31.37 1018158 05/19/2021 CUMMINS INC 1,395.44 1018159 05/19/2021 SPINNAKER VERO INC 33.12 1018160 05/19/2021 AT&T CORP 0.00 1018161 05/19/2021 AT&T CORP 90.48 1018162 05/19/2021 AT&T CORP 5,855.23 1018163 05/19/2021 AT&T CORP 259.29 1018164 05/19/2021 COMCAST 149.95 1018165 05/19/2021 WASTE MANAGEMENT INC OF FLORIDA 5,366.15 1018166 05/19/2021 OFFICE DEPOT INC 2,473.89 1018167 05/20/2021 SOUTHERN COMPUTER WAREHOUSE INC 178.30 1018168 05/20/2021 THYSSENKRUPP ELEVATOR CORPORATION 8,472.00 1018169 05/20/2021 NEXAIR LLC 268.38 1018170 05/20/2021 EFE INC 618.56 1018171 05/20/2021 PACE ANALYTICAL SERVICES LLC 300.00 1018172 05/20/2021 TOSHIBA AMERICA BUSINESS SOLUTIONS INC 750.62 Grand Total: 150,496.34 52 ELECTRONIC PAYMENTS - WIRE & ACH TRANS NBR DATE VENDOR AMOUNT 8605 05/14/2021 TOWN OF INDIAN RIVER SHORES 7,215.91 8606 05/14/2021 KIMLEY HORN & ASSOC INC 30,106.63 8607 05/14/2021 NATIONAL METERING SERVICES INC 29,621.95 8608 05/14/2021 TOTAL ADMINISTRATIVE SERVICES CORP 10,846.33 8609 05/14/2021 BLUE CROSS & BLUE SHIELD OF FLORIDA INC 10,812.00 8610 05/14/2021 IRC FIRE FIGHTERS ASSOC 10,471.32 8611 05/14/2021 NATIONWIDE SOLUTIONS RETIREMENT INC 72,255.43 8612 05/14/2021 NATIONWIDE SOLUTIONS RETIREMENT INC 9,279.34 8613 05/14/2021 MUTUAL OF OMAHA 2,241.75 8614 05/14/2021 FL SDU 4,178.72 8615 05/14/2021 ATLAS ORGANICS INDIAN RIVER LLC 130,150.18 8616 05/17/2021 IRS -PAYROLL TAXES 484,801.44 8617 05/17/2021 TIMOTHY ROSE CONTRACTING INC 70,547.29 8618 05/17/2021 INDIAN RIVER COUNTY SHERIFF 185,502.00 8619 05/19/2021 SCHOOL DISTRICT OF I R COUNTY 194,071.00 8620 05/20/2021 SAVE ON SP LLC 14,033.75 8621 05/20/2021 WRIGHT EXPRESS FSC 23,964.87 Grand Total: 1,290,099.91 53 JEFFREY R. SMITH, CPA, CGFO, CGMA Clerk of Circuit Court & Comptroller Finance Department 1801 271' Street Vero Beach, FL 32960 TO: HONORABLE BOARD OF COUNTY COMMISSIONERS FROM: ELISSA NAGY, FINANCE DIRECTOR THRU: JEFFREY R. SMITH, COMPTROLLER DATE: May 27, 2021 I &COMPT \ R0 r U �1 i 20 ,�FR couN'�y F� SUBJECT: APPROVAL OF CHECKS AND ELECTRONIC PAYMENTS May 21, 2021 to May 27, 2021 In compliance with Chapter 136.06, Florida Statutes, all checks and electronic payments issued by the Board of County Commissioners are to be recorded in the Board minutes. Approval is requested for the attached lists of checks and electronic payments, issued by the Comptroller's office, for the time period of May 21, 2021 to May 27, 2021. 54 CHECKS WRITTEN TRANS NBR DATE VENDOR AMOUNT 409230 05/21/2021 HOLIDAY INN 342.00 409231 05/24/2021 TROUTMAN, LEROY & ANNIE 123.19 409232 05/27/2021 COMMUNICATIONS INTERNATIONAL 28,636.68 409233 05/27/2021 TEN -8 FIRE EQUIPMENT INC 2,561.71 409234 05/27/2021 HENRY SCHEIN INC 1,726.50 409235 05/27/2021 SAFETY PRODUCTS INC 61.85 409236 05/27/2021 AT&T WIRELESS 39.78 409237 05/27/2021 AT&T WIRELESS 43.23 409238 05/27/2021 AT&T WIRELESS 840.30 409239 05/27/2021 VERO MARINE CENTER INC 79.95 409240 05/27/2021 REPUBLIC SERVICES INC 301,139.98 409241 05/27/2021 HACH CO 139.90 409242 05/27/2021 BOUND TREE MEDICAL LLC 4,359.30 409243 05/27/2021 DIVE RESCUE INC 4,500.00 409244 05/27/2021 EDLUND DRITENBAS BINKLEY ARCHITECTS 6,193.69 409245 05/27/2021 ABCO GARAGE DOOR CO INC 362.05 409246 05/27/2021 DELL MARKETING LP 28,998.00 409247 05/27/2021 GO COASTAL INC 240.15 409248 05/27/2021 SOFTWARE HARDWARE INTEGRATION 25,782.09 409249 05/27/2021 SUNSHINE REHABILATION CENTER OF IRC INC 3,080.00 409250 05/27/2021 CLERK OF CIRCUIT COURT 179.00 409251 05/27/2021 INDIAN RIVER COUNTY HEALTH DEPT 600.00 409252 05/27/2021 INDIAN RIVER COUNTY HEALTH DEPT 61,555.83 409253 05/27/2021 VICTIM ASSISTANCE PROGRAM 6,310.58 409254 05/27/2021 ROGER J NICOSIA 1,500.00 409255 05/27/2021 CITY OF VERO BEACH 1,469.06 409256 05/27/2021 CITY OF VERO BEACH 2,230.27 409257 05/27/2021 CITY OF VERO BEACH 11,987.50 409258 05/27/2021 AT&T CORP 11.83 409259 05/27/2021 AT&T CORP 198.00 409260 05/27/2021 AT&T CORP 658.50 409261 05/27/2021 AT&T CORP 1,709.12 409262 05/27/2021 AT&T CORP 2,241.82 409263 05/27/2021 AT&T CORP 2,072.23 409264 05/27/2021 PUBLIX SUPERMARKETS 30.17 409265 05/27/2021 ARTHUR J GALLAGHER RISK MGMT SERV INC 175,000.00 409266 05/27/2021 INTERNATIONAL GOLF MAINTENANCE INC 99,060.21 409267 05/27/2021 CENTRAL A/C & REFRIGERATION SUPPLY INC 216.00 409268 05/27/2021 FLORIDA POWER AND LIGHT 29,919.81 409269 05/27/2021 THOMAS S LOWTHER FUNERAL HOME CORP 425.00 409270 05/27/2021 STATE ATTORNEY 7,883.12 409271 05/27/2021 NEW HORIZONS OF THE TREASURE COAST 26,657.00 409272 05/27/2021 HENRY SMITH 150.00 409273 05/27/2021 DONADIO AND ASSOCIATES ARCHITECTS PA 956.00 409274 05/27/2021 ST LUCIE COUNTY BOCC 40,795.83 409275 05/27/2021 CELICO PARTNERSHIP 1,012.25 409276 05/27/2021 U S BANK NATIONAL ASSOCIATION 944.69 409277 05/27/2021 U S BANK NATIONAL ASSOCIATION 4,266.78 409278 05/27/2021 SYNAGRO-WWT INC 33,443.64 409279 05/27/2021 THE SHERWIN WILLIAMS CO 667.22 409280 05/27/2021 COASTAL TECHNOLOGY CORPORATION 77,517.57 409281 05/27/2021 LARRY STEPHENS 100.00 409282 05/27/2021 CONSOLIDATED ELECTRICAL DISTRIBUTORS INC 254.81 409283 05/27/2021 JOHNNY B SMITH 100.00 409284 05/27/2021 CHIPS AUTO GLASS 360.00 409285 05/27/2021 GLOBALSTAR USA 200.30 409286 05/27/2021 GUARDIAN COMMUNITY RESOURCE MANAGEMENT 3,125.00 409287 05/27/2021 SUZANNE REBENAUER 220.00 55 TRANS NBR DATE VENDOR AMOUNT 409288 05/27/2021 MADESSIA FLOWERS 80.00 409289 05/27/2021 WINSUPPLY OF VERO BEACH 98.95 409290 05/27/2021 BENNETT FIRE PRODUCTS CO INC 476.00 409291 05/27/2021 SELECT PORTFOLIO SERVICING INC 4,500.00 409292 05/27/2021 XYLEM WATER SOLUTION USA INC 7,185.80 409293 05/27/2021 ALAN JAY CHEVROLET CADILLAC 39,735.00 409294 05/27/2021 MKI SERVICES INC 32,450.00 409295 05/27/2021 CARDINAL HEALTH I10 INC 163.54 409296 05/27/2021 MUNICIPAL EMERGENCY SERVICES INC 2,698.93 409297 05/27/2021 STRAIGHT OAK LLC 71.80 409298 05/27/2021 SCHLITT BROTHERS PROPERTIES LLC 4,500.00 409299 05/27/2021 DEBORAH CUEVAS 50.00 409300 05/27/2021 VALAPTSLLC 3,135.00 409301 05/27/2021 ANFIELD CONSULTING GROUP INC 10,000.00 409302 05/27/2021 TREASURE COAST COMMUNITY HEALTH INC 100,000.00 409303 05/27/2021 CATHEDRAL CORPORATION 16,500.00 409304 05/27/2021 UNIFIRST CORPORATION 74.42 409305 05/27/2021 KELLITIA MARSHALL 150.00 409306 05/27/2021 WURTH USA INC 99.00 409307 05/27/2021 COLE AUTO SUPPLY INC 835.21 409308 05/27/2021 JAMES W ENNIS 150.00 409309 05/27/2021 KONICA MINOLTA BUSINESS SOLUTIONS 190.86 409310 05/27/2021 DAY DREAMS UNIFORMS INC 558.90 409311 05/27/2021 ABISCOM INC 740.45 409312 05/27/2021 TYKES & TEENS INC 12,997.80 409313 05/27/2021 THERNELL MILLS 150.00 409314 05/27/2021 PICKLEBALL UNIVERSITY INC 2,000.00 409315 05/27/2021 AMAZON CAPITAL SERVICES INC 1,295.33 409316 05/27/2021 PIRATE PEST CONTROL LLC 524.00 409317 05/27/2021 AMERIGAS PROPANE LP 164.00 409318 05/27/2021 MISS B'S LEARNING BEES INC 3,819.29 409319 05/27/2021 JORDAN POWER EQUIPMENT CORP 64.38 409320 05/27/2021 ROCK SOLID RESTORATIONS LLC 18,500.00 409321 05/27/2021 ABDIEL REYES 4,500.00 409322 05/27/2021 KYOCERA DOCUMENT SOLUTIONS SOUTHEAST LLC 192.69 409323 05/27/2021 JENNIFER D JAMES 30.00 409324 05/27/2021 DESK SPINCO INC 119.70 409325 05/27/2021 STAPLES INC 704.97 409326 05/27/2021 LOWES COMPANIES INC 1,002.60 409327 05/27/2021 CHRIS ZAVESKY 100.00 409328 05/27/2021 FM: SYSTEMS GROUP LLC 6,562.50 409329 05/27/2021 SHARITA JOHNSON 150.00 409330 05/27/2021 BMC SOFTWARE INC 1,456.69 409331 05/27/2021 LAWRENCE C SALTER TRUST 104.35 409332 05/27/2021 ONE SOURCE RESTORATION & BUILDING SERVICES ING6,994.82 409333 05/27/2021 BREIT TH MHC JV LP 1,622.00 409334 05/27/2021 FREEDOM MORTGAGE CORPORATION 4,500.00 409335 05/27/2021 HIREQUEST LLC 5,220.80 409336 05/27/2021 PETERBILT STORE SOUTH FLORIDA LLC 372.42 409337 05/27/2021 HIGH SOURCES INC 11,300.00 409338 05/27/2021 CLEAN SPACE INC 15,530.91 409339 05/27/2021 WA BUTLER COMPANY 188.61 409340 05/27/2021 MEDCOGNITION INC 25,475.10 409341 05/27/2021 RONALD GREEN 75.00 409342 05/27/2021 GARDNER BIST BOWDEN BUSH DEE LAVIA 8,760.00 409343 05/27/2021 KATHALEEN LITTLE 76.99 409344 05/27/2021 LORRAINE ROBERTS 29.34 409345 05/27/2021 LUCIMAR ROCHA 40.00 409346 05/27/2021 MARY CZERWINSKI 34.51 409347 05/27/2021 DAVID BERDOS 14.90 TRANS NBR DATE VENDOR AMOUNT 409348 05/27/2021 CAREERBUILDER LLC 1,000.00 409349 05/27/2021 BILLS NATIONWIDE HOLDINGS LLC 4,500.00 409350 05/27/2021 RYBAS RENTALS LLC 4,500.00 409351 05/27/2021 CRAWFORD PROPERTIES OF VERO LLC 4,500.00 409352 05/27/2021 LLP1 1,920.00 409353 05/27/2021 ROBERT ANDERSON 457.35 409354 05/27/2021 FLORIDA WATER & POLLUTION CONTROL 160.00 409355 05/27/2021 FLORIDA WATER & POLLUTION CONTROL 160.00 409356 05/27/2021 BRE-CLEARWATER OWNER LLC 466.00 409357 05/27/2021 FLORIDA ASSOC OF CODE ENFORCEMENT 325.00 409358 05/27/2021 JENNIFER HYDE 99.00 409359 05/27/2021 SCOTT REYNOLDS 94.80 409360 05/27/2021 DAPHNE DRISKELL 550.00 409361 05/27/2021 PORT CONSOLIDATED INC 1,751.44 409362 05/27/2021 SUNCOAST WELDING SUPPLIES INC 861.82 409363 05/27/2021 SSES INC 1,486.64 409364 05/27/2021 RANGER CONSTRUCTION IND INC 1,487.50 409365 05/27/2021 PERERS ENTERPRISES INC 140.44 409366 05/27/2021 RICOH USA INC 158.15 409367 05/27/2021 RICOH USA INC 74.46 409368 05/27/2021 SEWELL HARDWARE CO INC 17.80 409369 05/27/2021 KELLY TRACTOR CO 9,812.70 409370 05/27/2021 GENES AUTO GLASS INC 360.00 409371 05/27/2021 SAFETY KLEEN SYSTEMS INC 400.00 409372 05/27/2021 LFI FORT PIERCE INC 1,242.50 409373 05/27/2021 TIRESOLES OF BROWARD INC 4,928.60 409374 05/27/2021 DELL MARKETING LP 72,460.00 409375 05/27/2021 BAKER & TAYLOR INC 927.14 409376 05/27/2021 MIDWEST TAPE LLC 4,803.21 409377 05/27/2021 H D INDUSTRIES INC 1,825.60 409378 05/27/2021 PRIZE POSSESSIONS 928.87 409379 05/27/2021 CENGAGE LEARNING INC 34.50 409380 05/27/2021 EBSCO INDUSTRIES INC 7.28 409381 05/27/2021 FLORIDA DEPARTMENT OF BUSINESS AND 150.00 409382 05/27/2021 ROGER CLEVELAND GOLF INC 8,684.97 409383 05/27/2021 ACUSHNET COMPANY 1,228.29 409384 05/27/2021 CALLAWAY GOLF SALES COMPANY 795.81 409385 05/27/2021 FLORIDA POWER AND LIGHT 18,890.14 409386 05/27/2021 AMERICAN PLANNING ASSOCIATION 450.00 409387 05/27/2021 GLOBAL GOLF SALES INC 526.59 409388 05/27/2021 WESTSIDE REPROGRAPHICS OF VERO BEACH INC 168.00 409389 05/27/2021 FORESTRY SUPPLIERS INC 53.62 409390 05/27/2021 BRIDGESTONE AMERICAS INC 4,061.67 409391 05/27/2021 ECONOLITE CONTROL PRODUCTS INC 421.00 409392 05/27/2021 CINTAS CORPORATION NO 2 300.64 409393 05/27/2021 FASTENAL COMPANY 254.14 409394 05/27/2021 SOUTHERN JANITOR SUPPLY INC 620.70 409395 05/27/2021 OCLC ONLINE COMPUTER LIBRARY CENTER 470.40 409396 05/27/2021 JACKS COMPLETE TREE SERVICE INC 1,300.00 409397 05/27/2021 CAROLE J MADIGAN 1,412.50 409398 05/27/2021 CONSOLIDATED ELECTRICAL DISTRIBUTORS INC 2,222.95 409399 05/27/2021 JACE CHANDLER & ASSOCIATES INC 780.00 409400 05/27/2021 FISHER & PHILLIPS LLP 504.00 409401 05/27/2021 CEMEX INC 272.16 409402 05/27/2021 SOUTHEAST SECURE SHREDDING 72.00 409403 05/27/2021 DANA SAFETY SUPPLY INC 36,144.00 409404 05/27/2021 KWACKS INC 710.00 409405 05/27/2021 FLORIDA COAST EQUIPMENT INC 660.06 409406 05/27/2021 OVERDRIVE INC 4,703.81 409407 05/27/2021 ORLANDO FREIGHTLINER INC 3,685.43 57 TRANS NBR DATE VENDOR AMOUNT 409408 05/27/2021 ALAN JAY CHEVROLET CADILLAC 27,464.00 409409 05/27/2021 MOORE MOTORS INC 488.26 409410 05/27/2021 JOSHUA HARVEY GHIZ 794.55 409411 05/27/2021 ALAN JAY FORD LINCOLN MERCURY INC 43,749.00 409412 05/27/2021 CLEAN SWEEP & VAC LLC 7,986.00 409413 05/27/2021 REPROGRAPHIC SOLUTIONS INC 17.28 409414 05/27/2021 ATLANTIC ROOFING 11 OF VERO BEACH INC 5,980.00 409415 05/27/2021 STRAIGHT OAK LLC 115.80 409416 05/27/2021 STEWART & STEVENSON FDDA LLC 1,195.38 409417 05/27/2021 MASCHMEYER CONCRETE COMPANY OF FLORIDA 3,474.25 409418 05/27/2021 MICHAEL EDWARD HAMILTON 300.00 409419 05/27/2021 UNIFIRST CORPORATION 750.99 409420 05/27/2021 SCHUMACHER AUTOMOTIVE DELRAY LLC 19.58 409421 05/27/2021 SITEONE LANDSCAPE SUPPLY HOLDINGS LLC 636.93 409422 05/27/2021 GOTTA GO GREEN ENTERPISES INC 157.18 409423 05/27/2021 EAST COAST RECYCLING INC 2,345.85 409424 05/27/2021 KEMPFER SAWMILL INC 1,920.00 409425 05/27/2021 COLE AUTO SUPPLY INC 4,285.28 409426 05/27/2021 FORERUNNER TECHNOLOGIES INC 420.00 409427 05/27/2021 SUPERSAFE LIBRARY SECURITY INC 8,310.00 409428 05/27/2021 FLORIDA BULB & BALLAST INC 794.00 409429 05/27/2021 NESTLE WATERS NORTH AMERICA 142.83 409430 05/27/2021 CORE & MAIN LP 465.60 409431 05/27/2021 DJD EQUIPMENT HOLDINGS LLC 3,697.78 409432 05/27/2021 AMAZON CAPITAL SERVICES INC 1,518.80 409433 05/27/2021 TREASURE COAST PLUMBING LLC 207.00 409434 05/27/2021 JAMES MANN 412.00 409435 05/27/2021 JORDAN POWER EQUIPMENT CORP 478.81 409436 05/27/2021 LOGAN PERALTA 499.00 409437 05/27/2021 MULLINAX FORD OF VERO BEACH 4,968.84 409438 05/27/2021 KYOCERA DOCUMENT SOLUTIONS SOUTHEAST LLC 246.15 409439 05/27/2021 SUNBELT HYDRAULIC & EQUIPMENT INC 8,398.61 409440 05/27/2021 FERGUSON US HOLDINGS INC 196.40 409441 05/27/2021 STAPLES INC 142.33 409442 05/27/2021 LOWES COMPANIES INC 442.49 409443 05/27/2021 SMI TRADING LLC 55.32 409444 05/27/2021 GOMEZ BROTHERS ENTERPRISES INC 2,112.00 409445 05/27/2021 TAGMARSHAL INTERNATIONAL LIMITED 2,019.20 409446 05/27/2021 BRITTON INDUSTRIES INC 1,645.91 409447 05/27/2021 OHL USA 51,390.96 409448 05/27/2021 SCALESGEAR.COM LLC 550.01 409449 05/27/2021 PEOPLE READY FLORIDA INC 4,614.48 409450 05/27/2021 PETERBILT STORE SOUTH FLORIDA LLC 861.54 409451 05/27/2021 SHANNON HUNEYCUTT 300.00 409452 05/27/2021 MARUBENI AMERICA CORPORATION 2,670.00 409453 05/27/2021 THERAGUN INC 1,198.00 Grand Total: 1,926,819.12 58 ELECTRONIC PAYMENT - VISA CARD TRANS. NBR DATE VENDOR AMOUNT 1018173 05/21/2021 GALLS LLC 70.80 1018174 05/21/2021 MEEKS PLUMBING INC 695.00 1018175 05/21/2021 L&L DISTRIBUTORS 388.38 1018176 05/25/2021 PARKS RENTAL & SALES INC 150.00 1018177 05/25/2021 NORTH SOUTH SUPPLY INC 267.61 1018178 05/25/2021 INDIAN RIVER BATTERY 394.35 1018179 05/25/2021 INDIAN. RIVER OXYGEN INC 283.75 1018180 05/25/2021 RING POWER CORPORATION 4,126.00 1018181 05/25/2021 ALLIED UNIVERSAL CORP 6,693.98 1018182 05/25/2021 IRRIGATION CONSULTANTS UNLIMITED INC 315.52 1018183 05/25/2021 HD SUPPLY FACILITIES MAINTENANCE LTD 2,470.81 1018184 05/25/2021 CUMMINS INC 11,399.36 1018185 05/25/2021 METRO FIRE PROTECTION SERVICES INC 106.50 1018186 05/25/2021 SPINNAKER VERO INC 55.75 1018187 05/25/2021 SIMS CRANE & EQUIPMENT CO 642.00 1018188 05/25/2021 STAT MEDICAL DISPOSAL INC 600.00 1018189 05/25/2021 HYDRA SERVICE (S) INC 3,898.69 1018190 05/25/2021 ALLIED DIVERSIFIED OF VERO BEACH LLC 85.00 1018191 05/25/2021 NEXAIR LLC 53.12 1018192 05/25/2021 PACE ANALYTICAL SERVICES LLC 7,915.00 1018193 05/26/2021 INDIAN RIVER BATTERY 754.80 1018194 05/26/2021 MIKES GARAGE & WRECKER SERVICE INC 165.00 1018195 05/26/2021 MEEKS PLUMBING INC 98.00 1018196 05/26/2021 STRYKER SALES CORP 77,934.00 1018197 05/26/2021 MIDWEST MOTOR SUPPLY CO 1,078.53 1018198 05/26/2021 RECHTIEN INTERNATIONAL TRUCKS 293.70 1018199 05/26/2021 NEXAIR LLC 49.46 1018200 05/26/2021 TOSHIBA AMERICA BUSINESS SOLUTIONS INC 59.41 1018201 05/27/2021 PARKS RENTAL & SALES INC 253.03 1018202 05/27/2021 NORTH SOUTH SUPPLY INC 14.29 1018203 05/27/2021 COLD AIR DISTRIBUTORS WAREHOUSE 34.14 1018204 05/27/2021 INDIAN RIVER BATTERY 861.60 1018205 05/27/2021 INDIAN RIVER OXYGEN INC 109.75 1018206 05/27/2021 MIKES GARAGE & WRECKER SERVICE INC 745.00 1018207 05/27/2021 APPLE INDUSTRIAL SUPPLY CO 574.54 1018208 05/27/2021 SMITH BROTHERS CONTRACTING EQUIP 116.40 1018209 05/27/2021 ST LUCIE BATTERY & TIRE CO 378.99 1018210 05/27/2021 IRRIGATION CONSULTANTS UNLIlVIITED INC 4,512.00 1018211 05/27/2021 THE EXPEDITER 240.67 1018212 05/27/2021 GROVE WELDERS INC 6,350.16 1018213 05/27/2021 SOUTHERN COMPUTER WAREHOUSE INC 184.88 1018214 05/27/2021 THYSSENKRUPP ELEVATOR CORPORATION 594.00 1018215 05/27/2021 APPLE MACHINE & SUPPLY CO 1,920.87 1018216 05/27/2021 TOTAL TRUCK PARTS INC 895.26 1018217 05/27/2021 RECHTIEN INTERNATIONAL TRUCKS 977.03 1018218 05/27/2021 AUTO PARTNERS LLC 802.64 1018219 05/27/2021 L&L DISTRIBUTORS 1,877.02 1018220 05/27/2021 NEXAIR LLC 217.95 1018221 05/27/2021 EFE INC 11,382.23 Grand Total: 154,086.97 59 ELECTRONIC PAYMENTS - WIRE & ACH TRANS NBR DATE VENDOR AMOUNT 8622 05/21/2021 VETERANS COUNCIL OF I R C 5,878.66 8623 05/21/2021 VEROTOWN LLC 18,232.36 8624 05/21/2021 Kf1\4LEY HORN & ASSOC INC 2,069.80 8625 05/21/2021 CDM SMITH INC 14,737.50 8626 05/24/2021 SENIOR RESOURCE ASSOCIATION 302,222.38 8627 05/24/2021 CITY OF SEBASTIAN 7,259.15 8628 05/25/2021 VEROTOWN LLC 10,000.00 8629 05/25/2021 IRC CHAMBER OF COMMERCE 25,941.46 8630 05/26/2021 SMITH & ASSOCIATES OF TALLAHASSEE P.A. 3,620,985.23 8631 05/27/2021 GUETTLER BROTHERS CONSTRUCTION LLC 3,592,296.98 8632 05/27/2021 RX BENEFITS INC 227,860.20 8633 05/27/2021 TIMOTHY ROSE CONTRACTING INC 442,012.00 8634 05/27/2021 KIMLEY HORN & ASSOC INC 57,065.75 Grand Total: 8,326,561.47 60 JEFFREY R. SMITH, CPA, CGFO, CGMA Clerk of Circuit Court & Comptroller Finance Department 180127 1h Street Vero Beach, FL 32960 Telephone: (772) 226-1945 coMPp� ,o 9 O R'`FR C O UNty Q TO: Board of County Commissioners (acting as Board of Trustees of OPEB Trust) FROM: Elissa Nagy, Finance Director THRU: Jeffrey R. Smith, Clerk of the Circuit Court and Comptroller DATE: May 21, 2021 SUBJECT: Quarterly OPEB Trust Report for Quarter Ending 03/31/2021 Attached please find a summary report consisting of the composition and investment return of the OPEB Trust for the second quarter of fiscal year 2021. These funds are held in trust by our custodian BNY/Mellon. This report was reviewed by our investment advisory committee on May 20, 2021. RECOMMENDATION Staff recommends that the Board of County Commissioners accept the attached.Quarterly OPEB Trust Report. 61 L: 0 0 N Ot O V1 O 0 0 0 0 0 O p J O V Q °i va maoo oom n.+ao 0 n J ry ry M m C rl Q1 G I oc n n N cG ao Lo o o a m m o a m w o N V a m M o M O O N N N t0 O N N N N M N O N N n rl W N N M ut N N N n 00 n W M N a t0 a et N � Jn M N rl N M M w t0 O N 00l n A W N N N r N Vf N N VT N N V N N 3. A ' v` 3 O O MN N to m O ut N N N M N O ll M N-1 V1 O �"� V1 M N N ul W CO b l0 N 00 M N W O N N Y a N r1 01 " W W 3 c L _ r GJ d t0 b l0 3 m M u n n a N N N O 4, u a Ldc V? N N VT N N N C C T OOM Nm m nN m aM 0M M N�0 O w Onb O M O OO O w OO n n MO O N Mt ai It ll� V W W m ti r Wv o r ri r r rmn m d cr t M O W N o w 3 a a o - v w v a c a Ja° o ovwia �'^ o d y L9' o E _ m wO is upi ri H u vLi = G u u�i °' o E r y 00 aaaa.� va y aL : G �i v �7 o o O d y Z O N O O wl O J a C: o e y 0 0 0 y O O ON N wl N O M o o O c O L O d C W a « a e g 3 m « 5 � W v z z c = 0 a Y y E E! u d c E m C Z C J A X W c O .. LA> f0 o v `p u a � 3 O 0�0 V�1 A C V M O�1 o Q w m O .y W .ti O a E E E y ri H n o o n v°�i CI f11 L L L L L L L L L L L L C O O O O O O o o o o o CO o - ' O o O o o C O O O E E E E E E E E E E E E m M m M m m m m m m m m c f0 C O 0�0 V�1 A C V M O�1 N O 3 O .y W .ti O Vl N a n O y O b M n 0 Vl O N O O JEFFREY R. SMITH, CPA, CGFO, CGMA Clerk of Circuit Court & Comptroller Finance Department 180127" Street Vero Beach, FL 32960 Telephone: (772) 226-1945 TO: Board of County Commissioners FROM: Elissa Nagy, Finance Director THRU: Jeffrey R. Smith, Clerk of the Circuit Court and Comptroller . DATE: May21, 2021 ='comp �0 9 � R/SFR COU'41A V SUBJECT: Quarterly Investment Report for Quarter Ending 03/31/2021 BACKGROUND Attached to this memorandum is the composition of the investment portfolio and investment earnings for the second quarter of fiscal year 2021. This report was reviewed by our investment advisory committee on May 20, 2021. RECOMMENDATION Staff recommends that the Board of County Commissioners accept the attached Quarterly Investment Report. 63 JEFFREY R. SMITH, CPA, CGFO, CGMA Clerk of Circuit Court & Comptroller Finance Department 180127 th Street Vero Beach, FL 32960 Telephone: (772) 226-1516 Indian River County Investment Advisory Committee Quarterly Investment Report January 1, 2021 through March 31, 2021 INVESTMENT POLICY In accordance with Section 218.415, Florida Statutes, the Board of County Commissioners adopted an Investment Policy to govern the investment of county funds by the Clerk of the Circuit Court. The Policy states the primary objectives of investment activities are to preserve capital and to provide sufficient liquidity to meet the cash flow needs of the county. Investment returns are secondary to the requirements for safety and liquidity. INVESTMENT ADVISORY COMMITTEE An Investment Advisory Committee meets quarterly to review the previous quarter's investment activities, evaluate current and future liquidity needs, and recommend investment strategies. The Committee consists of the County Administrator, or his designee, and a minimum of two qualified citizens with investment or financial management expertise. Kristin Daniels, Budget Director, is the County Administrator's designee. The individuals with investment expertise who have agreed to serve are: David W. Griffis, Founding Principal Vero Beach Global Advisors, Ted Libby, Senior Portfolio Manager with Cypress Capital Group; and Andy Beindorf, Treasure Coast Regional President of CenterState Bank. Also present at the meetings are the Clerk of the Circuit Court, Finance Director, and Internal Audit Director. AUTHORIZED INVESTMENTS As permitted by the Investment Policy, surplus funds were invested only in the following types of investments: Federal Farm Credit Banks bonds and discount notes (FFCB), Federal Home Loan Banks bonds and discount notes (FHLB), Federal Home Loan Mortgage Corporation bonds and discount notes (FHLMC), Federal National Mortgage Association bonds and discount notes (FNMA), Treasury Notes and Bills, Other intergovernmental investment pool authorized pursuant to the Florida Interlocal Cooperation Act as provided in F. S. 163.0 1, Certificates of Deposit (CDs), Money Market Funds, and Repurchase Agreements. BOND PROCEEDS INVESTMENT The current water and sewer bond reserve is held by Bank of New York/Mellon and is presently invested in a treasury bill. QUARTERLY AVERAGE YIELD The overall average yield for the quarter ended March 31, 2021 was 0.44%. The overall average yield for the quarter ended December 31, 2020 was 0.66%. 64 INVESTMENT ACTIVITY As of March 31, 2021, the investments portfolio book value was $473,422,825 with a market value of $474,755,438. Of the $473,422,825 portfolio total, $364,128,895 is restricted for the following purposes: $ 106,589,974 Special revenue projects $ 477,248 Debt service $ 91,768,906 Capital projects $ 161,371,531 Business -type activities $ 3,921,236 Escrow Funds $ 364,128,895 TOTAL RESTRICTED CASH BY FUND TYPE (PERCENTAGES) Special Escrow Revenue 1% 29% Debt Service Business- 1% Type Capital 44% Projects 25% The weighted average maturity of the treasury and agency investments as of March 31, 2021 is 11 months. Coupon yields on the individual investments ranged from 0% to 2.50%. Those investments with 0% coupons are treasury bills that are purchased at a discount and result in positive yields upon maturity. Information on investment activity, total cash flows, interest earnings, and charts providing additional information regarding the investment of surplus funds such as the portfolio composition and maturity distribution are attached. The attached schedules list the portfolio composition and activity for the quarter ending March 31, 2021: Schedule 1 Portfolio sorted by type of debt instrument Schedule 2 Portfolio sorted by maturity date Schedule 3 Portfolio by maturity date bar graph Schedule 4 Portfolio by type pie chart Schedule 5 Investment purchases, calls and maturities for the quarter Schedule 6 Summary of cash flows and balances by month Schedule 7 Interest earnings summary Schedule 8 Allocation of investments by fund types (unrestricted and restricted balances) 65 Schedule 1 Indian River County, Florida Board of County Commissioners Investments By Type March 31. 2021 1oft 66 03/31/21 Coupon/ Purchase Maturity Years To Yield To Original Portfolio Investment Type - CUSIP Yield Date Date Maturity Matunty Par Amount Book Value % FFCB Bullet 3133EK603 1.570% 11/25/19 11/08/21 0.61 1.570% $ 3,000,000.00 $ 2,996,250.00 FFCB Callable 3133EMMH2 0.090% 01/06/21 01/06/22 0.77 0.090% $ 3,000,000.00 $ 3,000,000.00 FFCB Callable 3133EMDYS 0.150% 10/21/20 01/21/22 0.81 0.150% $ 3,000,000.00 $ 3,000,000.00 FFCB Callable 3133EMFE7 0.140% 11/10/20 02/04/22 0.85 0.161% $ _ 3,000,000.00 $ 2,999,220.00 FFCB Callable 3133EMGQ9 0.170% 11/17/20 02/17/22 0.88 0.170% $ 3,000,000.00 $ 3,000,000.00 FFCB Bullet 3133ELNPS 1.450% 02/24/20 02/24/22 0.90 1.464% $ 3,000,000.00 $ 2,999,160.00 FFCB Bullet 3133EL4T8 0.150% 09/03/20 02/24/22 0.90 0.150% $ 3,000,000.00 $ 3,000,000.00 FFCB Callable 3133EMMU3 0.120% 01/13/21 04/13/22 1.04 0.120% $ 3,000,000.00 $ 3,000,000.00 FFCB Callable 3133EMEB4 0.140% 10/22/20 04/22/22 1.06 0.140% $ 3,000,000.00 $ 3,000,000.00 FFCB Callable 3133EMQA3 0.080% 02/18/21 05/09/22 1.11 0.080% $ 3,000,000.00.E $ 3,000,000.00 FFCB Bullet 3133EMGP1 0.150% 11/17/20 05/16/22 1.13 0.162% $ 3,000,000.00 $ 2,999,460.00 FFCB Bullet 3133ELZN7 0.160% 05/18/20 05/18/22 1.13 0.237% $ 3,000,000.00 $ 2,995,410.00 FFCB Callable 3133ELW67 0.220% 07/21/20 07/21/22 1.31 0.258% $ 3,000,000.00 $ 2,997,750.00 FFCB Bullet 3133EMPR7 0.100% 03/17/21 08/02/22 1.34 0.121% $. 3,000,000.00 $ 2,999,130.00 FFCB Callable 3133EL4H4 0.200% 08/21/20 08/19/22 1.39 0.221% $ 3,000,000.00 $ 2,998,770.00 FFCB Callable 3133ELMF7 0.120% 12/22/20 09/22/22 1.48 0.120% $ 3,000,000.00 $ 3,000,000.00 FFCB Bullet 3133EMDA7 0.160% 11/02/20 10/13/22 1.54 0.165% $ 3,000,000.00. $ 2,999,700.00 FFCB Callable 3133EMDRO 0.170% 10/21/20 10/21/22 1.56 0.170% $ 3,000,000.00 $ 3,000,000.00 FFCB Callable _ 3133EMQH8 0.110% 02/10/21 02/10/23 1.87 0.110% $ 3,000,000.00 $ 3,000,000.00 FFCB Bullet 3133EMRQ7 0.100% 03/17/21 02/24/23 1.90 0.156% $ 3,000,000.00 $ 2,996,760.00 FFCB Callable 3133EMSTO 0.140% 03/10/21 - 03/10/23 1.94 0.140% $ 3,000,000.00 $ 3,000,000.00 FFCB Callable 3133EMKG6 0.200% 12/15/20 06/15/23 2.21 0.200% $ 3,000,000.00 $ 3,000,000.00' $ 66,000,000.00 $ 65,981,610.00 13.97% FHLB Bullet 3130AISL4 0.125% 06/29/20 06/29/21 '0.25 0.183% $ 3,000,000.00 ,$ 2,998,260.00 FHLB Bullet 3130ASQS5 1.125% 11/19/19 07/14/21 0.29 1.584% $ 3,000,000.00 $ 2,977,620.00 FHLB Callable 3130AJQQS 0.300% 06/30/20 06/30/22 1.25 0.300% $ 3,000,000.00 $ 3,000,000.00 FHLB Callable 3130AJTM1 0.260% 07/28/20 07/28/22 1.33 0.260% $ 3,000,000.00 $ 3,000,000.00 FHLB Callable 313OAK6A9 0.190% 09/21/20 09/21/22 1.48 0.190% 5 3,000,000.00 $ 3,000,000.00 FHLB Callable 313OAKL38 0.155% 12/30/20 06/30/23 2.25 0.155% $ 3,000,000.00 $ 3,000,000.00 $ 18,000,000.00. $ 17,975,880.00 3.81% FHLMC Bullet 3134G9HB6 1.570% 05/15/19 05/17/21 0.13 2.243% $ _ 2,000,000.00 $ 1,973,757.70 FHLMC Bullet 3137EAEC9 1.125% 10/11/19 08/12/21 0.37 1.527% $ 2,000,000.00 $ 1,985,500.00 FHLMC Callable 3134GVR19 0.300% 05/05/20 05/05/22 1.10 0.300% $ 3,000,000.00 $ 3,000,000.00 FHLMC Callable 3134GVST6 0.250% 05/11/20 05/11/22 1.11 0.250% -$ 3,000,000.00 $ 3,000,000.00 FHLMC Callable 3134GVWZ7 0.270% 05/21/20 05/19/22 1.13 0.270% $ 3,000,000.00 $ 3,000,000.00 FHLMC Callable 3134GVC71 0.280% 06/02/20 06/02/22 1.17 0.280% $ 3,000,000.00 $ 3,000,000.00 FHLMC Callable 3134GVE61 0.280% 06/08/20 06/08/22 1.19 0.280% $ 3,000,000.00 $ 3,000,000.00 FHLMC Callable 3134GVQ76 0.300% 06/17/20 06/17/22 1.21 0.300% $ 3,000,000.00 $ 3,000,000.00 FHLMC Callable 3134GWBX3 0.250% 07/20/20 07/20/22 1.30 0.250% $ 3,000,000.00 $ 3,000,000.00 FHLMC Bullet 3137EAET2 0.125% 11/17/20 07/25/22 1.32 0.146% $ 3,000,000.00 $ 2,998,950.00 FHLMC Callable 3134GWAPI 0.250% 07/28/20 07/28/22 1.33 0.250% $ 3,000,000.00 $ 3,000,000.00 FHLMC Callable 3134GVXAl 0.310% 05/21/20 08/19/22 1.39 0.310% $ 3,000,000.00 $ 3,000,000.00 FHLMC Callable 3134GWL87 0.200% 09/14/20 09/14/22 1.46 0.200% $ 3,000,000.00 $ 3,000,000.00 FHLMC Callable 3134GWS64 0.180% 09/30/20 09/30/22 1.50 0.180% $ 3,000,000.00 $ 3,000,000.00 FHLMC Callable 3134GW7EO 0.200% 11/16/20 02/16/23 1.88 0.200% $ 3,000,000.00 5 3,000,000.00 FHLMC Callable 3134GXEX8 0.250% 12/02/20 06/01/23 2.17 0.250% $ 3,000,000.00 5 3,000,000.00 $ 46,000,000.00 $ 45,958,201.70 9.73% FNMA Bullet 3135GOU27 2.500% 11/29/18 04/13/21 0.04 2.919% $ 3,000,000.00 $ 2,971,350.00 FNMA Bullet 3135GOK69 1.250% 10/11/19 05/06/21 0.10 1.569% $ 2,000,000.00 $ 1,990,140.00 FNMA Bullet 3136GO3S8 1.650% 05/14/19 05/14/21 0.12 2.221% $ 2,000,000.00 $ 1,977,780.00 FNMA Bullet 3135GON82 1.250% 08/26/19 08/17/21 0.38 1.499% $ 2,000,000.00 $ 1,990,340.00 FNMA Bullet 3135GON82 1.250% 12/31/19 08/17/21 0.38 1.585% $ 3,000,000.00 $ 2,983,890.00 FNMA Bullet 3135GOQ89 1.375% 11/05/19 10/07/21 0.52 1.592% $ 3,000,000.00 $ 2,987,700.00 $ 15,000,000.00 $ 14,901,200.00 3.16% Treasury Note 912828Q78 1.375% 04/05/19 04/30/21 0.08 2.329% $ 3,000,000.00 $ 2,942,490.00 Treasury Note 9128281177 1.375% 02/20/20 05/31/21 0.17 1.478% $ 3,000,000.00 $ 2,996,100.00 Treasury.Note 91282SR77 1.375% 05/03/19 05/31/21 0.17 2.318% $ 3,000,000.00 $ 2,942,910.00 Treasury Bill 912796824 0.000% 02/26/21 06/10/21 0.19 0.032% $ 3,000,000.00 $ 2,999,722.67 Treasury Bill 9127963HO 0.000% 02/26/21 06/17/21 0.21 0.032% $ 3,000,000.00 $ 2,999,704.00 Treasury Bill 912796B32 0.000% 02/26/21 06/24/21 0.23 0.350% $ 3,000,000.00 $ 2,999,655.83 Treasury Note 912828527 1.125% 08/13/19 06/30/21 0.25 1.609% $ . 3,000,000.00 $ 2,973,210.00. Treasury Note 9128287A2 1.625% 11/25/19 06/30/21 0.2S 1.644% $ 3,000,000.00 $ 2,999,062.50 Treasury Bill 912796840 0.000% 02/18/21 07/01/21 0.25 0.038% $ 3,000,000.00 $ 2,999,578.83 Treasury Bill 912796B57 0.000% 02/18/21 07/08/21 0.27 0.038% $ 3,000,000.00 $ 2,999,556.67 Treasury Bill 912796049 0.000% 02/18/21 07/22/21 0.31 0.042% $ 3,000,000.00 $ 2,999,461.00 Treasury Note 912828576 1.125% 11/25/19 07/31/21 0.33 1.637% $ - 3,000,000.00 $ 2,974,620.00 Treasury Nate 912828576 1.125% 11/13/19 07/31/21 0.33 1.686% $ 3,000,000.00 $ 2,971,640.63 Treasury Nate 9128282F6 1.125% 12/19/19 08/31/21 0.42 1.659% $ 3,000,000.00 $ 2,973,281.25 Treasury Note 9128282F6 1.125% 11/19/19 08/31/21 0.42 1.6091A $ 3,000,000.00 $ 2,974,620.00 Treasury Bill 9127964LO 0.000% 02/18/21 09/09/21 0.44 0.042% $ 3,000,000.00 $ 2,999,289.50 Treasury Note 912828T34 1.125% 02/20/20 09/30/21 0.50 1.459% $ 3,000,000.00. $ 2,984,100.00 Treasury Note 91282BY13 1.500% 11/19/19 09/30/21 0.50 1.602% $ 3,000,000.00 $ 2,994,375.00 Treasury Bill 9127964VB 0.000% 02/26/21 10/07/21 0.52 0.044% $ 3,000,000.00 $ 2,999,200.92 Treasury Note 91282ST67 1.250% 12/19/19 10/31/21 0.59 1.643% $ 3,000,000.00 $ 2,978,430.00 Treasury Note 912828767 1.250% 11/21/19 10/31/21 0.59 1.578% $ 3,000,000.00 $ 2,981,250.00 Treasury Note 9128281-186 1.500% 11/21/19 01/31/22 0.84 1.565% $ 3,000,000.00 $ 2,995,770.00 $ 66,000,000.00 $ 65,678,028.80 13.91% Regions Bank Money Market $ 41,085,757.72 8.70% Regions Bank Lockbox Accounts $ 2,510,667.83 0.53% 1oft 66 Coupon/ Purchase Investment Type CUSIP Yield Date TD Bank Checking Account BankUnited Money Market Valley National Bank Government Interest Checking Marine Bank Business Money Market Florida Trust Day to Day Fund FL STAR FL CLASS - BOCC Funds Total General Cash & Equivalents - Unrestricted Restricted Cash -Bond Covenants (held by BNY/Mellon) Cash -Dreyfus Fund -Utilities Debt Service Reserve Treasury Bill 912796A33 0.000% 11/30/20 Total Restricted Bond Reserve - adjusted for fair market value Restricted Cash - Landfill FL CLASS -Landfill Closure & Postclosure Reserves Total Pooled Cash & Equivalents Restricted Cash - Health Insurance TD Bank - BCBS Claims Account Total Restricted Cash - Health Insurance Restricted Cash - Housing Account Total Portfolio Note: See separate investment report for OPEB funds. Schedule 1 Indian River County, Florida Board of County Commissioners Investments By Type March 31, 2021 03/31/21 Maturity Years To Yield To Original I Portfolio Date Maturity Maturity Par Amount Book Value % $ 38,869,567.88 8.23% $ 41,903,635.22 8.88% . $ 35,949,747.17 7.61% $ 8,227,197.63 1.74% $ 40,011,073.32 8.48% $ 7,018,017.89 1.49% $ 37,633,408.64 7.97% $ 463,703,999.80 $ 75,499.66 05/27/21 0.16 0.088% $ 1,100,000.00 $1,099,978.00 $ 1,175,477.66 0.25% . $ 7,291,383.95 1.54% $472,170,861.41 100.00% $831,670.84 $831,670.84 $420,292.35 $473,422,824.60 67 2 oft 68 Schedule 2 Indian River County, Florida Board of County Commissioners Investment By Maturity Date March 31, 2021 03/31/21 Coupon/ Purchase Maturity Years To Yield To Original Investment Type CUSIP Yield Date Date Maturity Maturity Par Amount Book Value Mo Cash Flow FNMA Bullet 3135GOU27 2.500% . 11/29/18 04/13/21 0.04 2.919% $ 3,000,000.00 $ 2,971,350.00 Treasury Note 91282SQ78 1.375% -04/05/19 04/30/21 0.08 2.329% $ 3,000,000.00 $ 2,942,490.00 $ 6,000,000.00 FNMA Bullet 3135GOK69 1.250% 10/11/19 05/06/21 0.10 1.569% $ 2,000,000.00 $ 1,990,140.00 FNMA Bullet 3136G03S8 1.650% 05/14/19 05/14/21 0.12 2.221% $ 2,000,000.00 $ 1,977,780.00 FHLMC Bullet 3134G9HB6 1.570% 05/15/19 05/17/21 0.13 2.243% $ 2,000,000.00 $ 1,973,757.70 Treasury Note 9128281177 1.375% 02/20/20 05/31/21 0.17 1.478% $ 3,000,000.00 $ 2,996,100.00 Treasury Note 912828877 1.375% 05/03/19 05/31/21 0.17 2.318% $ 3,000,000.00 $ 2,942,910.00 $ 12,000,000.00 Treasury Bill 912796824 0.000% 02/26/21 06/10/21 0.19 0.032% $ 3,000,000.00 $ - 2,999,722.67 Treasury Bill 9127963H0 0.000% 02/26/21 06/17/21 0.21 -0.032% $ 3,000,000.00 $ 2,999,704.00 Treasury Bill 912796832 0.000% - 02/26/21 06/24/21 0.23 0.035% $ 3,000,000.00 $ 2,999,655.83 FHLB Bullet 3130AJSL4 0.125% 06/29/20 06/29/21 0.25 0.183% $ 3,000,000.00 $ 2,998,260.00 Treasury Note 912828527 1.125% 08/13/19 06/30/21 0.25 1.609% $. 3,000,000.00 $ 2,973,210.00 Treasury Note 9128287A2 1.625% 11/25/19 06/30/21 0.25 1.644% $ 3;000,000.00 $ 2,999,062.50 $ 18,000,000.00 Treasury Bill 912796B40 0.000% 02/18/21 07/01/21 0.25 0.038% $ 3,000,000.00 $ 2,999,578.83 Treasury Bill 912796/357 0.000% 02/18/21 07/08/21 0.27 0.038% $ 3,000,000.00 $ 2,999,556.67 FHLB Bullet 3130A8QS5 1.125% 11/19/19 07/14/21 0.29 1.584% $ 3,000,000.00 $ 2,977,620.00 Treasury Bill 912796C49 0.000% 02/18/21 07/22/21 0.31 0.042% 5 3,000,000.00 $ 2,999,461.00 Treasury Note 912828576 1.125% 11/13/19 07/31/21 0.33 1.686% $ 3,000,000.00 $ 2,971,640.63 Treasury Note 912828576 1.125% 11/25/19 07/31/21 0.33 1.637% $ 3,000,000.00 $ 2,974,620.00 $ 18,000,000.00 FHLMC Bullet 3137EAEC9 1.125% 10/11/19 08/12/21 0.37 1.527% $ 2,000,000.00 $ 1,985,500.00 FNMA Bullet 3135GON82 1.250% 08/26/19 08/17/21 0.38 1.499% $ 2,000,000.00 $ 1,990,340.00 FNMA Bullet 3135GON82 1.250% 12/31/19 08/17/21 0.38 1.585% $ 3,000,000.00 $ 2,983,890.00 Treasury Note 9128282F6 1.125% 12/19/19 08/31/21 0.42 1.659% $ 3,000,000.00 $ 2,973,281.25 Treasury Note 9128282F6 1.125% 11/19/19 08/31/21 0.42 1.609% $ 3,000,000.00 $ 2,974,620.00 $ 13,000,000.00 Treasury Bill 9127964L0 0.000% 02/18/21 09/09/21 0.44 0.042% $ 3,000,000.00 $ 2,999,289.50 Treasury Note 912828T34 1.125% 02/20/20 09/30/21 0.50 1.459% $ 3,000,000.00 $ 2,984,100.00 Treasury Note 912828Y13 1.500% 11/19/19 09/30/21 0.50 1.602% $ 3,000,000.00 $ 2,994,375.00 $ 9,000,000.00 FNMA Bullet 3135GOQ89 1.375% 11/05/19 10/07/21 0.52 1.592% $ 3,000,000.00 $ 2,987,700.00 Treasury Bill 9127964VS 0.000% 02/26/21 10/07/21 0.52 0.044% $ 3,000,000.00 $ 2,999,200.92 Treasury Note 912828T67 1.250% 12/19/19 10/31/21 0.59 - 1.643% $ 3,000,000.00 $ 2,978,430.00 Treasury Note 912828T67 1.250% 11/21/19 10/31/21 0.59 1.578% $ 3,000,000.00 $ 2,981,250.00 $ 12,000,000.00 FFCB Bullet 3133EK6D3 1.570% -11/25/19 11/08/21 0.61 1.570% $ 3,000,000.00 $ 2,996,250.00 $ 3,000,000.00 FFCB Callable 3133EMMH2 0.090% 01/06/21 01/06/22 0.77 0.090% $ 3,000,000.00 $ 3,000,000.00 FFCB Callable 3133EMDYS 0.150% 10/21/20 01/21/22 0.81 0.150% $ 3,000,000.00 $ 3,000,000.00 Treasury Note 9128281186 1.500% 11/21/19 01/31/22 0.84 1.565% $ 3,000,000.00 $ 2,995,770.00 $ 9,000,000.00 FFCB Callable 3133EMFE7 0.140% 11/10/20 02/04/22 0.85 0.161% $ 3,000,000.00 $ 2,999,220.00 FFCB Callable 3133EMGQ9 0.170% 11/17/20 02/17/22 0.88 0.170% $ 3,000,000.00 $ 3,000,000.00 FFCB Bullet 3133EL4T8 0.150% - 09/03/20 02/24/22 0.90 0.150% $ 3,000,000.00 $ 3,000,000.00 FFCB Bullet 3133ELNPS 1.450% 02/24/20 02/24/22 0.90 1.464% $ 3,000,000.00 $ 2,999,160.00 $ 12,000,000.00 FFCB Callable 3133EMMU3 0.120% 01/13/21 04/13/22 1.04 0.120% $ 3,000,000.00 $ 3,000,000.00 FFCB Callable 3133EMEB4 0.140% 10/22/20 04/22/22 1.06 0.140% $ .3,000,000.00 $ 3,000,000.00 $ 6,000,000.00 FHLMCCallable 3134GVRJ9 0.300% 05/05/20 05/05/22 1.10 0.300% $ 3,000,000.00 $ 3,000,000.00 FFCB Callable 3133EMQA3 0.080% 02/18/21 05/09/22 1.11 0.080% $ 3,000,000.00 $ 3,000,000.00 FHLMC Callable 3134GVST6 0.250% 05/11/20 05/11/22 1.11 0.250% $ 3,000,000.00 $ 3,000,000.00 FFCB Bullet 3133EMGP1 0.150% .11/17/20 05/16/22 1.13 0.162% $ 3,000,000.00 $ 2,999,460.00 FFCB Bullet 3133ELZN7 0.160% 05/18/20 05/18/22 1.13 0.237% $ 3,000,000.00 $ 2,995,410.00 FHLMCCallable 3134GVWZ7 0.270% 05/21/20 05/19/22 1.13 0.270% $ 3,000,000.00 $ 3,000,000.00 $ 18,000,000.00 FHLMC Callable 3134GVC71 0.280% 06/02/20 06/02/22 1.17 0.280% $ 3,000,000.00 $ 3,000,000.00 FHLMCCallable 3134GVE61 0.280% 06/08/20 06/08/22 1.19 0.280% $ 3,000,000.00 $ 3,000,000.00 FHLMC Callable 3134GVQ76 0.300% 06/17/20 06/17/22 1.21 0.300% $ 3,000,000.00 $ 3,000,000.00 FHLB Callable 3130AJQQ5 0.300% 06/30/20 06/30/22 1.25 0.300% $ 3,000,000.00 $ 3,000,000.00 $ 12,000,000.00 FHLMC Callable 3134GWBX3 0.250% 07/20/20 07/20/22 1.30 0.250% $ 3,000,000.00 $ 3,000,000.00 FFCB Callable 3133ELW67 0.220% 07/21/20 07/21/22 1.31 0.258% $ 3,000,000.00 $ 2,997,750.00 FHLMC Bullet 3137EAET2 0.125% 11/17/20 07/25/22 1.32 0.146% $ 3,000,000.00 $ 2,998,950.00 FHLMCCallable 3134GWAP1 0.250% 07/28/20 07/28/22 1.33 0.250% $ 3,000,000.00 $ 3,000,000.00 FHLB Callable 3130AJTM1 - 0.260% 07/28/20 07/28/22 1.33 0.260% $ 3,000,000.00 $ 3,000,000.00 $ 15,000,000.00 FFCB Bullet 3133EMPR7 0.100% 03/17/21 08/02/22 1.34 0.121% $ 3;000,000.00 $ 2,999,130.00 FHLMC Callable 3134GVXAl 0.310% 05/21/20 08/19/22 1.39 0.310% $ 3,000,000.00 $ 3,000,000.00 FFCB Callable 3133EL4114 0.200% 08/21/20 08/19/22 1.39 0.221% $ 3,000,000.00 $ 2,998,770.00 $ 9,000,000.00 FHLMCCallable 3134GWL87 0.200% 09/14/20 09/14/22 1.46 0.200% $ 3,000,000.00 $ 3,000,000.00 FHLB Callable 3130AK6A9 0.190% 09/21/20 09/21/22 1.48 - 0.190% $ 3,000,000.00 $ 3,000,000.00 FFCB Callable 3133ELMF7 0.120% 12/22/20 09/22/22 1.48 0.120% $ 3,000,000.00 $ 3,000,000.00 FHLMC Callable 3134GWS64 0.180% 09/30/20 09/30/22 1.50 0.180% $ 3,000,000.00 $ 3,000,000.00 $ 12,000,000.00 FFCB Bullet 3133EMDA7 0.160% 11/02/20 10/13/22 1.54 0.165% $ 3,000,000.00 $ 2,999,700.00 FFCB Callable 3133EMDR0 0.170% 10/21/20 10/21/22 1.56 0.170% $ 3,000,000.00 $ 3,000,000.00 $ 6,000,000.00 FFCB Callable 3133EMQH8 0.110% 02/10/21 02/10/23 1.87 0.110% $ 3,000,000.00 $ 3,000,000.00 FHLMCCallable 3134GW7E0 0.200% 11/16/20 02/16/23 1.88 0.200% $ 3,000,000.00 $ 3,000,000.00 FFCB Bullet 3133EMRQ7 0.100% 03/17/21 02/24/23 1.90 .0.156% $ 3,000,000.00 $ 12,996,760.00 $ 9,000,000.00 FFCB Callable 3133EMST0 0.140% 03/10/21 03/10/23 1.94 0.140% $ . 3,000,000.00 $ 3,000,000.00 $ 3,000,000.00 FHLMC Callable 3134GXEX8 0.250% 12/02/20 06/01/23 2.17 0.250% $ 3,000,000.00 $ 3,000,000.00 FFCB Callable 3133EMKG6 0.200% 12/15/20 06/15/23 2.21 0.200% $ 3,000,000.00 $ 3,000,000.00 FHLB Callable 3130AKL38 0.155% 12/30/20 06/30/23 2.25 0.155% $ 3,000,000.00 $ 3,000,000.00 $ 9,000,000.00 Sub Total- General Investments $ 211,000,000.00 $. 210,494,926.50 $ 211,000,000.00 Regions Bank Money Market $41,085,757.72 Regions Lockbox Accounts $2,510,667.83 TD Bank Checking Account $38,869,567.88 BankUnited Money Market - $41,903,635.22 Valley National Bank Government Interest Checking $35,949,747.17 Marine Bank Business Money Market $8,227,197.63 Florida Trust Day to Day Fund - $40,011,073.32 FL STAR $7,018,017.89 1of2 68 Schedule 2 Indian River County, Florida Board of County Commissioners Investment By Maturity Date March 31, 2021 Coupon/ Purchase Maturity Years To Yield To Investment Type CUSIP Yield Date Date Maturity Maturity FL CLASS - BOCC Funds Total General Cash & Equivalents - Unrestricted Restricted Cash -Bond Covenants (held by BNY/Mellon) Cash -Dreyfus Fund -Utilities Debt Service Reserve Treasury Bill 912796A33 0.000% 11/30/20 Total Restricted Bond Reserve - adjusted for fair market value Restricted Cash - Landfill FL CLASS -Landfill Closure & Postdosure Reserves Total Pooled Cash & Equivalents Restricted Cash - Health Insurance TD Bank - BCBS Claims Account Total Restricted Cash - Health Insurance Restricted Cash - Housing Account Total Portfolio Note: See separate Investment report for OPEB funds. 05/27/21 0.16 0.088% $ 2 oft 03/31/21 Original Par Amount Book Value $37,633,408.64 $ 463,703,999.80 $ 75,499.66 1,100,000.00 $1,099,978.00 $ 1,175,477.66 $ 7,291,383.95 $ 472,170,861.41 $831,670.84 $831,670.84 $420,292.35 $ 473,422,824.60 Mo Cash Flow 69 Schedule 3 Indian River County Portfolio By Maturity Date March 31, 2021 $400,000,000 $350,000,000 $374,436,895 $300;000,000 $250,000,000 $200,000,000 $150,000,000 $100,000,000 $50,000,000 $0 $89,985,930 $9,000,000 0-12 Months 13-24 Months 25-36 Months Total Portfolio $473,422,825 70 UT Reserve 0.25%- FL .25%- Treasury N FL STAR 1.49% FL Trust 8.48% Regions Bank Schedule 4 Indian River County Portfolio By Type March 31, 2021 FL CLASS 9.51% All BankUnited 8.88% B 13.97% Bank 1.74% Valley Natl Bank 7.61% TD Bank Checking 8.23% 3.81% FHLMC 9.73% 71 Schedule 5 Indian River County Investment Purchases and Calls/Maturities Quarter Ending March 31, 2021 PURCHASES: Investment Description Yield to Maturit Purchase Date Call Date Maturity Date Par Amount Book Value FFCB Callable 0.090% 01/06/21 07/06/21 01/06/22 $ 3,000,000.00 $ 3,000,000.00 FFCB Callable 0.120% 01/13/21 07/21/21 04/13/22 $ 3,000,000.00 $ 3,000,000.00 FFCB Callable 0.110% 02/10/21 02/10/22 02/10/23 $ 3,000,000.00 $ 3,000,000.00 FFCB Callable 0.080% 02/18/21 08/09/21 05/09/22 $ 3,000,000.00 $ 3,000,000.00 Treasury Bill 0.038% 02/18/21 07/01/21 $ 3,000,000.00 $ 2,999,578.83 Treasury Bill 0.038% 02/18/21 07/08/21 $ 3,000,000.00 $ 2,999,556.67 Treasury Bill 0.042% 02/18/21 02/09/21 07/22/21 $ 3,000,000.00 $ 2,999,461.00 Treasury Bill 0.042% 02/18/21 02/09/21 09/09/21 $ 3,000,000.00 $ 2,999,289.50 Treasury Bill 0.032% 02/26/21 06/10/21 $ 3,000,000.00 $ 2,999,722.67 Treasury Bill 0.032% 02/26/21 06/17/21 $ 3,000,000.00 $ 2,999,704.00 Treasury Bill 0.035% 02/26/21 06/24/21 $ 3,000,000.00 $ 2,999,655.83 Treasury Bill 0.044% 02/26/21 02/24/21 10/07/21 $ 3,000,000.00 $ 2,999,200.92 FFCB Callable 0.140% 03/10/21 03/10/22 03/10/23 $ 3,000,000.00 $ 3,000,000.00 FFCB Bullet 0.121% 03/17/21 08/02/22 $ 3,000,000.00 $ 2,999,130.00 FFCB Bullet 0.156% 03/17/21 02/24/23 $ 3,000,000.00 $ 2,996,760.00, 15 $ 45,000,000.00 $ 44 992 059.42 MATURITIES: Investment Description Yield to Maturity Purchase Date Early Call Date Maturity Date Par Amount Book Value FHLMC Callable 0.330% 07/07/20 01/07/21 10/07/22 $ 3,000,000.00 $ 3,000,000.00 FHLMC Callable 0.310% 07/13/20 01/13/21 10/13/22 $ 3,000,000.00 $ 3,000,000.00 Treasury Note 2.685% 12/18/18 01/15/21 $ 3,000,000.00 $ 2,958,750.00 FFCB Callable 0.180% 07/13/20 01/31/21 07/13/21 $ 3,000,000.00 $ 3,000,000.00 Treasury Note 1.645% 11/29/19 01/31/21 $ 3,000,000.00 $ 2,990,625.00 Treasury Note 2.686% 12/18/18 01/31/21 $ 3,000,000.00 $ 2,965,500.00 FFCB Callable 0.200% 06/08/20 02/09/21 09/08/21 $ 3,000,000.00 $ 3,000,000.00 FFCB Callable 0.200% 07/27/20 02/09/21 01/27/22 $ 2,000,000.00 $ 2,000,000.00 Treasury Note 2.656% 12/21/18 02/15/21 $ 3,000,000.00 $ 2,974,650.00 FHLMC Bullet 2.873% 09/21/18 02/16/21 $ 3,000,000.00 $ 2,965,500.00 FHLB Bullet 1.556% 08/26/19 02/18/21 $ 2,000,000.00 $ 1,994,720.00 FHLB Callable 1.600% 02/24/20 02/24/21 08/24/22 $ 3,000,000.00 $ 3,000,000.00 FNMA Bullet 2.761% 12/10/18 02/26/21 $ 3,000,000.00 $ 2,911,377.00 Treasury Note 2.346% 04/05/19 02/28/21 $ 3,000,000.00 $ 2,980,770.00 FHLB Bullet 2.565% 03/04/19 03/12/21 $ 3,000,000.00 $ 2,988,827.10 Treasury Note 2.587% 01/29/19 03/15/21 $ 3,000,000.00 $ 2,986,890.00 FFCB Callable 0.180% 09/08/20 03/16/21 09/08/22 $ 3,000,000.00 $ 3,000,000.00 Treasury Note 2.952% 01/29/19 03/31/21 $ 3,000,000.00 $ 2,978,460.00 ITreasury Note 1.648% 11/29/19 03/31/21 $ 3 000 000.00 $ 2 984 250.00 19 $ 55 000 000.00 $ 54,680,319 10 Reconciliation of General Investments Only: Beginning portfolio (12/31/20) $ 220,183,186.18 Total purchased 15 securities $ 44,992,059.42 Total matured 19 securities $ 54 680 319.10 Ending portfolio for quarter 3/31/21 $ 210 494 926.50 72 1oft October November December January February March April May June July August September Net cash flow October November December January February March April May June July August September Net cash flow Schedule 6 Indian River County Change in Monthly Cash Flows For All Pooled Cash/investment Accounts Comparison of Six Fiscal Years March 31, 2021 15,098,062 Fiscal Year 2015-2016 Net Chane Net Chane Month End Bal* $ (8,105,518) $ 298,115,481 $ 25,830,326 $ 323,945,807 $ 35,536,011 $ 359,481,818 $ (373,573) $ 359,108,245 $ 906,675 $ 360,014,926 $ 256,335 $ 360,271,255 $ (5,220,820) $ 355,050,435 $ (2,730,213) $ 352,320,222 $ (8,065,869) .$ 344,254,353 $ (7,588,170) $ 336,666,183 $ (8,369,612) $ 328,296,571 $ 6,977,510 $ 321,319,061 15,098,062 10,458,944 Fiscal Year 2018-2019 Net Chane Net Chane $ Month End Bal* $ (6,577,674) $ 362,277,495 $ 48,128,205 $ 410,405,700 $ 31,350,078 $ 441,755,778 $ (9,877,034) $ 431,878,744 $ 2,964,540 $ 434,843,284 $ (2,750,051) $ 432,093,233 $ (3,802,746) $ 428,290,487 $ (8,379,243) $ 419,911,244 $ (9,758,699) $ 410,152,545 $ (13,728,763) $ 396,423,782 $ (11,767,333) $ 384,656,449 $ (5,342,3W) $ 379 314,113 10,458,944 $ 18,257,137 Fiscal Year 2016-2017 Net Chane Month End Bal* $ (6,856,660) $ 314,462,401 $ 29,862,090 $ 344,324,491 $ 37,277,098 $ 381,601,589 $ (931,868) $ 380,669,721 $ (2,015,776) $ 378,653,945 $ 442,916 $ 379,096,861 $ (2,740,420) $ 376,356,441 $ (4,378,477) $ 371,977,964 $ (6,628,797) $ 365,349,167 $ (10,868,408) $ . 354,480,759 $ (9,027,471) $ 345,453,288 $ 5,877,090 $ 339 576,198 $ 18,257,137 $ 12,246,355 Fiscal Year 2017-2018 Fiscal Year 2019-2020 Net Chane Month End Bal* $ (9,260,244) $ 370,053,869 $ 39,158,339 $ 409,212,208 $ 47,023,081 $ 456,235,289 $ (6,941,131) $ 449,294,158 $ (1,465,745) $ 447,828,413 $ (5,997,667) $ 441,830,746 $ (5,331,833) $ 436,498,913 $ (10,937,819) $ 425,561,094 $ (13,546,695) $ 412,014,399 $ (3,248,804) $ 408,765,595 $ (7,041,321) $ 401,724,274 $ 10,163,806 $ 391,560,468 $ 12,246,355 Fiscal Year 2017-2018 Net Chane Month End Bal*. $ (7,971,324) $ 331,604,874 $ 33,131,597 $ 364,736,471 $ 41,846,074 $ 406,582,545 $ (5,758,898) $ 400,823,647 $ 5,191,358 $ 406,015,005 $ (4,784,411) $ 401,230,594 $ 1,577,951 $ 402,808,545 $ (6,945,787) $ 395,862,758 $ (9,710,169) $ 386,152,589 $ (2,464,004) $ 383,688,585 $ (8,022,779) $ 375,665,806 $ 6,810,637 $ 368,855,169 29,278,971 81,943,007 *Schedule represents total assets in 801 fund -including portfolio accounts, FMV adjustments, cash in bank and utilities debt reserve. Excludes health insurance bank accounts utilized by Florida Blue and the Section 8 HUD bank account. Source: Balance Sheet for fund 801 (run by month) Schedule does not include OPEB investments - see separate report. 73 Fiscal Year 2020-2021 Net Chane Month End Bal* $ (8,561,737) $ 382,998,731 $ 39,238,741 $ 422,237,472 $ 57,117,548 $ 479,355,020 $ (6,119,043) $ 473,235,977 $ 12,395,392 $ 485,631,369 $ (12,127,894) $ 473,503,475 81,943,007 *Schedule represents total assets in 801 fund -including portfolio accounts, FMV adjustments, cash in bank and utilities debt reserve. Excludes health insurance bank accounts utilized by Florida Blue and the Section 8 HUD bank account. Source: Balance Sheet for fund 801 (run by month) Schedule does not include OPEB investments - see separate report. 73 z �-i>[ita��i.c o�d g>fsee`=QTc=o1a g>tiCe`= N eso;�e�oo�(eDno 0so000000s00 m�ooee E> y. N Ci Ci fV NNNNN N.r � •- � � � O O O C C O G O O O O C O 000000000000 00000000000 �00000 Q n N N m N N N r m r' o m Q IY m N 1 NN 14 14 14 ci N NN 000 000 o. 00 N t�o 0 �b b=P mNNvNi tmp �i � �iM N0 N - H w m n n n n n n ............ b b r r b tm0 O O M m m N gwqwwwwwwwww N N N N N ...... 0 e o o m o 0 o N m e e e a e 3� e e e e e o o e o 0 0 z � � fV CI'N Ci lV tai N N N fV N �dp� da�pp b 4NNNN NI�bbN NN N N N N N NNNN N '466666 K - `c W _ _VOi �iOO��ig mOPP .......... N lV N lV (V N N (V N (V CI N lV Cl mmmm N 0 E .1 0 w 60000 0 v w m r � Cw t+i Cl Cl E Nvmimoo�000 ��0000000 oo;� 0 odo � ti � b W _ � C ........ m-- m P Pm Npw o pe U UO m � N NHbHmin N N N N N N N N o 0 0 0 o O o 6 6 6 6 �wmmmmmmmmNN NNmmmmN���m” bmbPmm 0O�0000000000« wee000000000 0000«0 '�' N O N N N Ci lV CI N N N CI Ci N fV ........... N N ...... 0: v LL C W NNNNNN�N --- --.-.-�-'n,.i(V(V�� ............ 0 0 o a o 0 0 0 0 0 0 o wwwwwgwq w w q w e a e o o e e e a e e w w w w w w e e 0 e e e O 6 O �q O 0 0 0 6 6 0 6 0 0 0 0 0 O g o 6----------- - 0 0 6 6 0 `c W M�QM�,��rNNN�, q w w N ^N�mPPPPmN ............ o e m N e e e o w m m e e o o e w o 0 0 0 mNNNNNNNNNN 6 S O s 6666666 666666 � cw - ��mmNNmNNmNN wwwwwwgwwwgw NNNNN wwwwgwwgwwqq wwwwww 00000000000 0�n000000000 000000 N N N N- .- ------------ - 0 0 0 0 0 m °N0�mmb�w No m ��emme;n mu; em���NNbbgrm - b gwwwwgqwwqqw wwwgwwwwwgww wwgwww E 0000e000s0sa N<b o000�0�0�e00 0000;ee m _NNNNNNNN N��� _000000 o0 oS'o 000000 Z _ b N b mMm Mm - -(- - -m mRggg 'r ----- --N-N j CW w g w w w ....... wwwwwgwwwwww ...... goooeoee0'0 0000mmoeseoe s0eooa ^' a NNNNNNNN", o- oo 000000 7 mcw _2NN�i mvomN mM wmPPPPPP wwwwwwwwwwww o N a m b m m - - - - - -vim'6 of mmPPPm- wwwwwwwwwwww mom m w'6 wwwwww 000000000000 00000000 O U b Uw E NNNNNNNNNNNN n N r w w w w w w w w w w w NNNNNNNN q wwwwww w. 000000000000 000000000000 c400000 000000 "NNN"" U �.-(VNNNNNN P b b m �1- m = mNOc'iNNNNNN NNNONn PP PNP bLnb L6 1616 ~ « W w0�m000000 00m0w0000000 000«00 •-N NNNNNN N .......... NN NNN- ------ •- 00 uwi N mn P �Nmo`r° wme`N r -N N N N z �-i>[ita��i.c o�d g>fsee`=QTc=o1a g>tiCe`= N Schedule 8 Indian River County Allocation of Pooled Cash and Investments By Fund Types Balance in Funds as of March 31, 2021 General Fund Special Revenue Funds Debt Service Funds Capital Project Fund Solid Waste Fund Golf Course Fund Building Fund Utilities Funds Fleet Fund Insurance Funds Information Technology Fund Escrow Fund Total Investments Pooled Investments $ 109,374,580 $ 106,589,974 $ 477,248 $ 91,768,906 $ 33,813,544 $ 2,052,210 $ 7,035,406 $ 81,733,233 $ 441,621 $ 34, 751, 341 $ 1,544,176 $ 3,921,236 $ 473,503,475 Schedule includes all pooled investments, FMV adjustments, and cash in bank. Excludes health insurance bank account utilized by Florida Blue for claims and the Section 8 HUD bank account. Schedule does not include OPEB investments - see separate report. 75 JEFFREY R. SMITH, CPA, CGFO, CGMA Clerk of Circuit Court & Comptroller Internal Audit Division 2000 16th. Avenue Vero Beach, FL 32960 Telephone: (772) 226-3108 TO: Board of County Commissioners FROM: Edward Halsey, Internal Audit Director THRU: Jeffrey R. Smith, Clerk of the Circuit Court and Comptroller DATE: May 24, 2021 QQMPTRo(� V /YO A��FR COUN�� fy SUBJECT: Quarterly Tourist Development Tax Report for Quarter Ending 03/31/2021 BACKGROUND Attached to this memorandum is the report of the tourist development tax monies collected in the Clerk's office for quarters ended March 31, 2020 and 2021. The report shows five categories of activity including short-term rentals. RECOMMENDATION Staff recommends that the Board of County Commissioners accept the attached Quarterly Tourist Development Tax Report. 76 m R o 0 0 0 0 0 y DD hr- O O O F (31 v.) O O N O yy M V O O O\ r- l- M O N oo 0 0 M O N � � N cq M o 0 o a o 0 Ln aso rnO p--� O N Cl O 00 N oo N o0 oo �d ZS N oo M 110 W) 01 \O cq 7.. ,� N o0 Vl •--� O R N O M O� M 69 69 r r 0 0 o a o a C " V� 00 vi kn t- M U ^y -- In N O N \O y R Cyy O� l- C� N 00 M 00 O M ,O Lf+ N d :i .N.i N b Yui N 69 69 69 69 69 69 R o 0 0 0 0 0 y DD hr- O O O F (31 v.) O O N O yy M V O O O\ r- l- M O N oo 0 0 M O N � � N cq M o 0 o a o 0 Ln aso rnO p--� O N Cl O 00 N oo N o0 oo �d ZS N oo M 110 W) 01 \O cq 7.. ,� N o0 Vl •--� O R N O M O� M 69 69 r r JEFFREY R. SMITH, CPA, CGFO, CGMA Clerk of Circuit Court & Comptroller Finance Department 1801 2Th Street Vero Beach, FL 32960 Telephone: (772) 226-1945 TO: . Board of County Commissioners FROM: Elissa Nagy, Finance Director THROUGH: Jeffrey R. Smith, Clerk of the Circuit Court and Comptroller DATE: May 1, 2021 GOMPT, �0 K9 O ,LFR COUNtj �`• SUBJECT: Dori Slosberg Driver Education Safety Act Indian River County Traffic Education Program Trust Fund Report Cumulative Reporting Through 03/31/21 BACKGROUND On August 20, 2002, the Board of County Commissioners adopted Ordinance Number 2002-026 creating the Indian River County Traffic Education Program Trust Fund (our Fund 137). This ordinance authorized a $3 traffic ticket surcharge, which is collected by the Clerk of the Circuit Court. On September 19, 2006, the Board adopted Ordinance 2006-035 to repeal this fine. Subsequently on February 17, 2015, the Board elected to reinstate and increase the driver education fee to $5 under Ordinance Number 2015-003. The new fee was effective March 1, 2015 and is charged on each civil traffic penalty assessed in the County. As noted in the ordinance, these funds shall be used "to fund driver education programs in public and nonpublic schools". Attached to this memo is a report of the revenues and expenditures from the inception of the initial $3 fee (October 1, 2002) and includes the new $5 fee commencing in March 2015. As of March 31, 2021, the balance in the .Fund is $155,300. The Clerk's office will continue to provide a quarterly report of the traffic education trust activity. RECOMMENDATION Staff recommends that the Board of County Commissioners accept the attached report. (fi 61 IW) T M O y c O a o c CD N 6 A A M � C N X W 0 jv K to T m m (L) O F Z N n) r a > C m H H M 0 N N W O li (i 7T000 M NN OO 0c0_ T M 47 N N N N N M 10 O M 6s EA N N M N M c OAN N OO NON ONN 101f) TT � O r-: to T M N;-N O 10 0 NN N O .M LLQ rn � N N I- do (D O N In r - O O OONO M M 00 N N N (00 N 00 T O T T T N O0O O O } � IL M O T a� 69 G i n (D rn Cl) rn m 1O m^° D N(m - v a � N (N7 aoo Di o a'a 0) U-) N N N 10 (0 T T (D co y � O M 1L O p) � fA fA rl. co (p n ONO n 100 l00 l00 O ((D n N N N NMO (c0 T (ND M a N M co M M (O (0D O } LL G a� fA fA O T T O O T M f� (A ID (D n O O n 0) (D (D O O N N N l0 N co i� OO V O6 (D O I` to T M co M M N M yoo ll�L M O p) I� O) OS tD O O (O f- co V N W T M Cl) I,- 0 (D O O O) Cl) O N N (D M N W I� O Ln f- N (O M co O } � lL M o � 6q e� F N M 1n to N 0 n c7 r N T (rD R(MD 7 n O N N O O � T 1� O IL O M o � � M EA NM Mn0 (00(00 LO coM O M O O N(N T N T M h N N NO T T o � } � fA 69 MT h OO Oo O M N (y O N r O M 0 O co T 0 10 co O � 06- W OD co N O r LL O Of EA V3 O] N (O 10 O (D 0 0 T I� N O 0 (D T O co T M NO O N N 1- (O ('7 N 06 u 10 (+) O p 02 N N M M O O M } O O) LL (fi 61 IW) () l6 N T O N T n N N c O a cC O N C c co O a) � C N X C C jv K F o c w 0) m m m Z m in m Z N n) r a > a U m H H v v c W cc � [i 5 W M z li (i (fi 61 IW) NO CONSENT AGENDA INDIAN RIVER COUNTY INTER -OFFICE MEMORANDUM OFFICE OF MANAGEMENT & BUDGET TO: Members of the Board of County Commissioners DATE: May 24, 2021 THROUGH: Jason E. Brown, County Administrator FROM: Kristin Daniels, Director, Management & Budget SUBJECT: Tourist Development Council 2021/2022 Budget Recommendations DESCRIPTION AND CONDITIONS On May 19, 2021, the Tourist Development Council (TDC) reviewed budget requests for fiscal year 2021/2022 to be paid from the Tourist Tax revenue. The budget requests are listed in the table below. File copies of the applications for each agency are available in the Board of Commissioners office for review. Table 1 TOURIST DEVELOPMENT COUNCIL AGENCY REQUESTS Fiscal Year 2021/2022 Funding Applications Organization 2020/2021 Funding 2021/2022 Request Increase Decrease % Increase Decrease Indian River County Chamber of Commerce $512,167 $537,043 $24,876 4.9% Sebastian River Area Chamber of Commerce $84,140 $98,270 $14,130 16.8% Cultural Council $49,301 $60,000 $10,699 21.7% Historical Society $32,000 $32,000 $0 0.0% Treasure Coast Sports Commission $201,092 $210,000 $8,908 4.4% Vero Heritage $20,000 $26,000 $6,000 30.0% Sub Total $898,700 $963,313 $64,613 7.2% Tourism Study $12,500 $0 ($12,500) (100.0%) Reserve for Contingency $0 $85,078 $85,078 N/A Cash Forward $0 $41,100 $41,100 N/A Grand Total $911,200 $1,089,491 $178,291 19.6% Pff Board of Commissioners Page 2 of 3 May 24, 2021 Funding and Analysis Staff estimates total funding of $1,089,491 available for distribution to tourism development agencies in FY 21/22. As of the most recent April 2021 monthly report, Tourist Tax revenues are exceeding last year's collections by 6.2% or $108,291, and exceeding budgeted estimates by 24.4% or $362,696. Because Tourist Tax revenues have been quite strong over the past several months, staff proposes the budget be returned to pre -pandemic FY 19/20 budgeted estimates. In addition, on February 2, 2021 the Board of County Commissioners approved allocating 1/3rd of the half -cent of Tourist Tax revenue proceeds made available from funding the Jackie Robinson Training Complex, to the Tourism Development Fund. This increased allocation is estimated to generate an additional $113,438. Furthermore, a Reserve for Contingency has been set up to earmark 75% of this additional funding per Board direction. The Reserve for Contingency account is budgeted at $85,078 and will be available to fund any mid -year adjustments or unanticipated funding opportunities that may arise. The funding amounts agreed to at the Tourist Development Council meeting, following completion of scoring sheets by TDC members, are summarized in Table 2 below. Following a motion made by Mr. Kite and seconded by Ms. Smalley, the funding levels in Table 2 below were approved unanimously by the Tourist Development Council. Because sufficient funding was available, all agencies that applied were funded at their full request. Table 2 TOURIST DEVELOPMENT COUNCIL Fiscal Year 2021/2022 Funding Recommendation Organization 2020/2021 Funding 2021/2022 Recommendation Increase Decrease % Increase Decrease Indian River County Chamber of Commerce $512,167 $537,043 $24,876 4.9% Sebastian River Area Chamber of Commerce $84,140 $98,270 $14,130 16.8% Cultural Council $49,301 $60,000 $10,699 21.7% Historical Society $32,000 $32,000 $0 0.0% Treasure Coast Sports Commission $201,092 $210,000 $8,908 4.4% Vero Heritage $20,000 $26,000 $6,000 30.0% Sub Total $898,700 $963,313 $64,613 7.2% Tourism Study $12,500 $0 ($12,500) (100.0%) Reserve for Contingency $0 $85,078 $85,078 N/A Cash Forward $0 $41,100 $41,100 N/A Grand Total $911,200 $1,089,491 $178,291 19.6% 81 Board of Commissioners Page 3 of 3 May 24, 2021 RECOMMENDATION Staff recommends that the Board of County Commissioners approve the funding amounts recommended by the Tourist Development Council as shown in Table 2 for a total allocation of $1,089,491 and authorize the County Attorney to prepare standard grant agreements for all funding recipients. 82 CONSENT SK Indian River County Interoffice Memorandum Office of Management and Budget To: Members of the Board of County Commissioners Date: June 2, 2021 From: Kristin Daniels Director, Office of Management & Budget Subject: American Rescue Plan Act of 2021 — Funding Agreements and Revised Non -Profit Eligibility List Background On March 11, 2021, President Biden signed the $1.9 trillion American Rescue Plan Act of 2021. The American Rescue Plan (ARP) as it is normally referred to, is a COVID-19 stimulus package that was intended to speed up the United States' recovery from negative economic health and economic impacts of COVID-19. Indian River County's ARP allocation is $31,063,168. On April 13, 2021 the Board authorized staff to submit the funding plan to the Treasury Department, complete any documentation necessary, to do so, and authorized the Chair to execute any agreements with the funding partners, consistent with our Federal requirements. Attached to this item is the executed agreement with the Treasury Department, and the proposed agreements for funding with the United Way and the Indian River County Chamber of Commerce. On May 18, 2021 the Board approved the Non -Profit Assistance Grant Application which included a listing of all potentially eligible non -profits. Staff had initially included only those non-profit (501(c)(3)'s and (4)'s headquartered in Indian River County) agencies that had been fully vetted by the United Way through their normal funding award process. Staff has been made aware that there are other non-profit agencies that have been funded through the United Way's COVID relief and CARES Act programs that were not vetted through their normal process. An additional twelve non-profit agencies fit this criterion. Staff is proposing that these twelve non -profits be added to the potentially eligible list to receive grant funding and that this list be finalized as of June 2, 2021 to prevent further changes in eligibility. Recommendation Staff recommends that the Board of County Commissioners consider the proposed amendment to the Non -Profit Assistance Grant eligibility as detailed above and approve the criteria with any changes, if necessary. Attachments U.S. Department of the Treasury Coronavirus State and Local Fiscal Recovery Funds United Way ARP Funding Agreement Indian River County Chamber of Commerce ARP Funding Agreement Non -Profit Assistance Grant Application Additional Non -Profit Agencies Eligible for Funding DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E OMB Approved No. 1505-0271 Attachment A Expiration Date: November 30, 2021 U.S. DEPARTMENT OF THE TREASURY CORONAVIRUS STATE AND LOCAL FISCAL RECOVERY FUNDS Recipient name and address: DUNS Number: 079208989 Indian River County Taxpayer Identification Number: 596000674 1801 27th st Assistance Listing Number: 21.019 Vero Beach, Florida, 32960 Sections 602(b) and 603(b) of the Social Security Act (the Act) as added by section 9901 of the American Rescue Plan Act, Pub. L. No. 117-2 (March 11, 2021) authorize the Department of the Treasury (Treasury) to make payments to certain recipients from the Coronavirus State Fiscal Recovery Fund and the Coronavirus Local Fiscal Recovery Fund. Recipient hereby agrees, as a condition to receiving such payment from Treasury, to the terms attached hereto. ®ocuSigned by: Recipient: 6S�W S-69075E4695 'A2421 Authorized Representative: Kristin Daniels Title: Budget Director Date signed: 5/13/2021 U.S. Department of the Treasury: Authorized Representative: Title: Date: PAPERWORK REDUCTION ACT NOTICE The information collected will be used for the U.S. Government to process requests for support. The estimated burden associated with this collection of information is 15 minutes per response. Comments concerning the accuracy of this burden estimate and suggestions for reducing this burden should be directed to the Office of Privacy, Transparency and Records, Department of the Treasury, 1500 Pennsylvania Ave., N.W., Washington, D.C. 20220. DO NOT send the.form to this address. An agency may not conduct or sponsor, and a person is not required to respond to, a collection of information unless it displays a valid control number assigned by OMB. 84 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E U.S. DEPARTMENT OF THE TREASURY CORONAVIRUS LOCAL FISCAL RECOVERY FUND AWARD TERMS AND CONDITIONS 1. Use of Funds. a. Recipient understands and agrees that the funds disbursed under this award may only be used in compliance with section 603(c) of the Social Security Act (the Act), Treasury's regulations implementing that section, and guidance issued by Treasury regarding the foregoing. b. Recipient will determine prior to engaging in any project using this assistance that it has the institutional, managerial, and financial capability to ensure proper planning, management, and completion of such project. 2. Period of Performance. The period of performance for this award begins on the date hereof and ends on December 31, 2026. As set forth in Treasury's implementing regulations, Recipient may use award funds to cover eligible costs incurred during the period that begins on March 3, 2021, and ends on December 31, 2024. 3. Reporting. Recipient agrees to comply with any reporting obligations established by Treasury as they relate to this award. 4. Maintenance of and Access to Records a. Recipient shall maintain records and financial documents sufficient to evidence compliance with section 603(c) of the Act, Treasury's regulations implementing that section, and guidance issued by Treasury regarding the foregoing. b. The Treasury Office of Inspector General and the Government Accountability Office, or their authorized representatives, shall have the right of access to records (electronic and otherwise) of Recipient in order to conduct audits or other investigations. c. Records shall be maintained by Recipient for a period of five (5) years after all funds have been expended or returned to Treasury, whichever is later. 5. Pre -award Costs. Pre -award costs, as defined in 2 C.F.R. § 200.458, may not be paid with funding from this award. 6. Administrative Costs. Recipient may use funds provided under this award to cover both direct and indirect costs. 7. Cost Sharing. Cost sharing or matching funds are not required to be provided by Recipient. 8. Conflicts of Interest. Recipient understands and agrees it must maintain a conflict of interest policy consistent with 2 C.F.R. § 200.318(c) and that such conflict of interest policy is applicable to each activity funded under this award. Recipient and subrecipients must disclose in writing to Treasury or the pass-through entity, as appropriate, any potential conflict of interest affecting the awarded funds in accordance with 2 C.F.R. § 200.112. 85 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E 9. Compliance with Applicable Law and Regulations. a. Recipient agrees to comply with the requirements of section 603 of the Act, regulations adopted by Treasury pursuant to section 603(f) of the Act, and guidance issued by Treasury regarding the foregoing. Recipient also agrees to comply with all other applicable federal statutes, regulations, and executive orders, and Recipient shall provide for such compliance by other parties in any agreements it enters into with other parties relating to this award. b. Federal regulations applicable to this award include, without limitation, the following: i. Uniform Administrative Requirements,Cost Principles, and Audit Requirements for Federal Awards, 2 C.F.R. Part 200, other than such provisions as Treasury may determine are inapplicable to this Award and subject to such exceptions as may be otherwise provided by Treasury. Subpart F — Audit Requirements of the Uniform Guidance, implementing the Single Audit Act, shall apply to this award. ii. Universal Identifier and System for Award Management (SAM), 2 C.F.R. Part 25, pursuant to which the award term set forth in Appendix A to 2 C.F.R. Part 25 is hereby incorporated by reference. iii. Reporting Subaward and Executive Compensation Information, 2 C.F.R. Part 170, pursuant to which the award term set forth in Appendix A to 2 C.F.R. Part 170 is hereby incorporated by reference. iv. OMB Guidelines to Agencies on Governmentwide Debarment and Suspension (Nonprocurement), 2 C.F.R. Part 180, including the requirement to include a term or condition in all lower tier covered transactions (contracts and subcontracts described in 2 C.F.R. Part 180, subpart B) that the award is subject to 2 C.F.R. Part 180 and Treasury's implementing regulation at 31 C.F.R. Part 19. V. Recipient Integrity and Performance Matters, pursuant to which the award term set forth in 2 C.F.R. Part 200, Appendix XII to Part 200 is hereby incorporated by reference. vi. Governmentwide Requirements for Drug -Free Workplace, 31 C.F.R. Part 20. vii. New Restrictions on Lobbying, 31 C.F.R. Part 21. viii. Uniform Relocation Assistance and Real Property Acquisitions Act of 1970 (42 U.S.C. §§ 4601-4655) and implementing regulations. ix. Generally applicable federal environmental laws and regulations. c. Statutes and regulations prohibiting discrimination applicable to this award include, without limitation, the following: i. Title VI of the Civil Rights Act of 1964 (42 U.S.C. §§ 2000d et seq.) and Treasury's implementing regulations at 31 C.F.R. Part 22, which prohibit discrimination on the basis of race, color, or national origin under programs or activities receiving federal financial assistance; 86 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E ii. The Fair Housing Act, Title VIII of the Civil Rights Act of 1968 (42 U.S.C. §§ 3601 et seq.), which prohibits discrimination in housing on the basis of race, color, religion, national origin, sex, familial status, or disability; iii. Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. § 794), which prohibits discrimination on the basis of disability under any program or activity receiving federal financial assistance; iv. The Age Discrimination Act of 1975, as amended (42 U.S.C. §§ 6101 et seq.), and Treasury's implementing regulations at 31 C.F.R. Part 23, which prohibit discrimination on the basis of age in programs or activities receiving federal financial assistance; and V. Title II of the Americans with Disabilities Act of 1990, as amended (42 U.S.C. §§ 12101 et seq.), which prohibits discrimination on the basis of disability under programs, activities, and services provided or made available by state and local governments or instrumentalities or agencies thereto. 10. Remedial Actions. In the event of Recipient's noncompliance with section 603 of the Act, other applicable laws, Treasury's implementing regulations, guidance, or any reporting or other program requirements, Treasury may impose additional conditions on the receipt of a subsequent tranche of future award funds, if any, or take other available remedies as set forth in 2 C.F.R. § 200.339. In the case of a violation of section 603(c) of the Act regarding the use of funds, previous payments shall be subject to recoupment as provided in section 603(e) of the Act. 11, Hatch Act. Recipient agrees to comply, as applicable, with requirements of the Hatch Act (5 U.S.C. §§ 1501-1508 and 7324-7328), which limit certain political activities of State or local government employees whose principal employment is in connection with an activity financed in whole or in part by this federal assistance. 12. False Statements. Recipient understands that making false statements or claims in connection with this award is a violation of federal law and may result in criminal, civil, or administrative sanctions, including fines, imprisonment, civil damages and penalties, debarment from participating in federal awards or contracts, and/or any other remedy available by law. 13. Publications. Any publications produced with funds from this award must display the following language: "This project [is being] [was] supported, in whole or in part, by federal award number [enter project FAIN] awarded to [name of Recipient] by the U.S. Department of the Treasury." 14. Debts Owed the Federal Government. a. Any funds paid to Recipient (1) in excess of the amount to which Recipient is finally determined to be authorized to retain under the terms of this award; (2) that are determined by the Treasury Office of Inspector General to have been misused; or (3) that are determined by Treasury to be subject to a repayment obligation pursuant to section 603(e) of the Act and have not been repaid by Recipient shall constitute a debt to the federal government. b. Any debts determined to be owed the federal government must be paid promptly by DocuSign Envelope ID: 927D0328-CA9346FB-A33E-35E863E9820E Recipient. A debt is delinquent if it has not been paid by the date specified in Treasury's initial written demand for payment, unless other satisfactory arrangements have been made or, if the Recipient knowingly or improperly retains funds that are a debt as defined in paragraph 14(a). Treasury will take any actions available to it to collect such a debt. 15. Disclaimer. a. The United States expressly disclaims any and all responsibility or liability to Recipient or third persons for the actions of Recipient or third persons resulting in death, bodily injury, property damages, or any other losses resulting in any way from the performance of this award or any other losses resulting in any way from the performance of this award or any contract, or subcontract under this award. b. The acceptance of this award by Recipient does not in any way establish an agency relationship between the United States and Recipient. 16. Protections for Whistleblowers. a. In accordance with 41 U.S.C. § 4712, Recipient may not discharge, demote, or otherwise discriminate against an employee in reprisal for disclosing to any of the list of persons or entities provided below, information that the employee reasonably believes is evidence of gross mismanagement of a federal contract or grant, a gross waste of federal funds, an abuse of authority relating to a federal contract or grant, a substantial and specific danger to public health or safety, or a violation of law, rule, or regulation related to a federal contract (including the competition for or negotiation of a contract) or grant. b. The list of persons and entities referenced in the paragraph above includes the following: i. A member of Congress or a representative of a committee of Congress; ii. An Inspector General; iii. The Government Accountability Office; iv. A Treasury employee responsible for contract or grant oversight or management; V. An authorized official of the Department of Justice or other law enforcement agency; vi. A court or grand jury; or vii. A management official or other employee of Recipient, contractor, or subcontractor who has the responsibility to investigate, discover, or address misconduct. c. Recipient shall inform its employees in writing of the rights and remedies provided under this section, in the predominant native language of the workforce. 17. Increasing Seat Belt Use in the United States. Pursuant to Executive Order 13043, 62 FR 19217 (Apr. 18, 1997), Recipient should encourage its contractors to adopt and enforce on-the- job seat belt policies and programs for their employees when operating company-owned, rented or personally owned vehicles. 18. Reducing Text Messaging While Driving. Pursuant to Executive Order 13513, 74 FR 51225 (Oct. 6, 2009), Recipient should encourage its employees, subrecipients, and contractors to adopt and enforce policies that ban text messaging while driving, and Recipient should establish workplace safety policies to decrease accidents caused by distracted drivers. DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E OMB Approved No. 1505-0271 Expiration Date: November 30, 2021 ASSURANCES OF COMPLIANCE WITH CIVIL RIGHTS REQUIREMENTS ASSURANCES OF COMPLIANCE WITH TITLE VI OF THE CIVIL RIGHTS ACT OF 1964 As a condition of receipt of federal financial assistance from the Department of the Treasury, the recipient named below (hereinafter referred to as the "Recipient") provides the assurances stated herein. The federal financial assistance may include federal grants, loans and contracts to provide assistance to the Recipient's beneficiaries, the use or rent of Federal land or property at below market value, Federal training, a loan of Federal personnel, subsidies, and other arrangements with the intention of providing assistance. Federal financial assistance does not encompass contracts of guarantee or insurance, regulated programs, licenses, procurement contracts by the Federal government at market value, or programs that provide direct benefits. The assurances apply to all federal financial assistance from or funds made available through the Department of the Treasury, including any assistance that the Recipient may request in the future. The Civil Rights Restoration Act of 1987 provides that the provisions of the assurances apply to all of the operations of the Recipient's program(s) and activity(ies), so long as any portion of the Recipient's program(s) or activity(ies) is federally assisted in the manner.prescribed above. 1. Recipient ensures its current and future compliance with Title VI of the Civil Rights Act of 1964, as amended, which prohibits exclusion from participation, denial of the benefits of, or subjection to discrimination under programs and activities receiving federal financial assistance, of any person in the United States on the ground of race, color, or national origin (42 U.S.C. § 2000d et seq.), as implemented by the Department of the Treasury Title VI regulations at 31 CFR Part 22 and other pertinent executive orders such as Executive Order 13166, directives, circulars, policies, memoranda, and/or guidance documents. 2. Recipient acknowledges that Executive Order 13166, "Improving Access to Services for Persons with Limited English Proficiency," seeks to improve access to federally assisted programs and activities for individuals who, because of national origin, have Limited English proficiency (LEP). Recipient understands that denying a person access to its programs, services, and activities because of LEP is a form of national origin discrimination prohibited under Title VI of the Civil Rights Act of 1964 and the Department of the Treasury's implementing regulations. Accordingly, Recipient shall initiate reasonable steps, or comply with the Department of the Treasury's directives, to ensure that LEP persons have meaningful access to its programs, services, and activities. Recipient understands and agrees that meaningful access may entail providing language assistance services, including oral interpretation and written translation where necessary, to ensure effective communication in the Recipient's programs, services, and activities. 3. Recipient agrees to consider the need for language services for LEP persons when Recipient develops applicable budgets and conducts programs, services, and activities. As a resource, the Department of the Treasury has published its LEP guidance at 70 FR 6067. For more information on taking reasonable steps to provide meaningful access for LEP persons, please visit http://www.lep.gov. 89 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E OMB Approved No. 1505-0271 Expiration Date: November 30, 2021 4. Recipient acknowledges and agrees that compliance with the assurances constitutes a condition of continued receipt of federal financial assistance and is binding upon Recipient and Recipient's successors, transferees, and assignees for the period in which such assistance is provided. 5. Recipient acknowledges and agrees that it must require any sub -grantees, contractors, subcontractors, successors, transferees, and assignees to comply with assurances 1-4 above, and agrees to incorporate the following language in every contract or agreement subject to Title VI and its regulations between the Recipient and the Recipient's sub -grantees, contractors, subcontractors, successors, transferees, and assignees: The sub -grantee, contractor, subcontractor, successor, transferee, and assignee shall comply with Title VI of the Civil Rights Act of 1964, which prohibits recipients of federal financial assistance from excluding from a program or activity, denying benefits of, or otherwise discriminating against a person on the basis of race, color, or national origin (42 U.S.C. § 2000d et seq.), as implemented by the Department of the Treasury's Title VI regulations, 31 CFR Part 22, which are herein incorporated by reference and made a part of this contract (or agreement). Title VI also includes protection to persons with "Limited English Proficiency" in any program or activity receiving federal financial assistance, 42 U.S.C. § 2000d et seq., as implemented by the Department of the Treasury's Title VI regulations, 31 CFR Part 22, and herein incorporated by reference and made apart of this contract or agreement. 6. Recipient understands and agrees that if any real property or structure is provided or improved with the aid of federal financial assistance by the Department of the Treasury, this assurance obligates the Recipient, or in the case of a subsequent transfer, the transferee, for the period during which the real property or structure is used for a purpose for which the federal financial assistance is extended or for another purpose involving the provision of similar services or benefits. If any personal property is provided, this assurance obligates the Recipient for the period during which it retains ownership or possession of the property. 7. Recipient shall cooperate in any enforcement or compliance review activities by the Department of the Treasury of the aforementioned obligations. Enforcement may include. investigation, arbitration, mediation, litigation, and monitoring of any settlement agreements that may result from these actions. The Recipient shall comply with information requests, on-site compliance reviews and reporting requirements. 8. Recipient shall maintain a complaint log and inform the Department of the Treasury of any complaints of discrimination on the grounds of race, color, or national origin, and limited English proficiency covered by Title VI of the Civil Rights Act of 1964 and implementing regulations and provide, upon request, a list of all such reviews or proceedings based on the complaint, pending or completed, including outcome. Recipient also must inform the Department of the Treasury if Recipient has received no complaints under Title VI. 9. Recipient must provide documentation of an administrative agency's or court's findings of non-compliance of Title VI and efforts to address the non-compliance, including any voluntary compliance or other 90 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E OMB Approved No. 1505-0271 Expiration Date: November 30, 2021 agreements between the Recipient and the administrative agency that made the finding. If the Recipient settles a case or matter alleging such discrimination, the Recipient must provide documentation of the settlement. If Recipient has not been the subject of any court or administrative agency finding of discrimination, please so state. 10. If the Recipient makes sub -awards to other agencies or other entities, the Recipient is responsible for ensuring that sub -recipients also comply with Title VI and other applicable authorities covered in this document State agencies that make sub -awards must have in place standard grant assurances and review procedures to demonstrate that that they are effectively monitoring the civil rights compliance of sub - recipients. The United States of America has the right to seek judicial enforcement of the terms of this assurances document and nothing in this document alters or limits the federal enforcement measures that the United States may take in order to address violations of this document or applicable federal law. Under penalty of perjury, the undersigned official(s) certifies that official(s) has read and understood the Recipient's obligations as herein described, that any information submitted in conjunction with this assurances document is accurate and complete, and -that the Recipient is in .compliance with the aforementioned nondiscrimination requirements. Indian River County 5/13/2021 Recipient Date CDocu tgeed by: . iSfitn, VainitLS 89075E4695A2d21... Signature of Authorized Official PAPERWORK REDUCTION ACT NOTICE The information collected will be used for the U.S. Government to process requests for support. The estimated burden associated with this collection of information is 30 minutes per response. Comments concerning the accuracy of this burden estimate and suggestions for reducing this burden should be directed to the Office of Privacy, Transparency and Records, Department of the Treasury, 1500 Pennsylvania Ave., N.W., Washington, D.C. 20220. DO NOT send the form to this address. An agency may not conduct or sponsor, and a person is not required to respond to, a collection of information unless it displays a valid control number assigned by OMB. 91 INDIAN RIVER COUNTY AMERICAN RESCUE PLAN AGREEMENT THIS INDIAN RIVER COUNTY AMERICAN RESCUE PLAN AGREEMENT ("Agreement") is entered into as of the day of , 2021 by and between Indian River County, a political subdivision of the State of Florida, whose address is 1801 27th Street, Vero Beach, Florida, 32960 ("Recipient"), and United Way of Indian River County, Inc. a Florida not-for-profit corporation, whose address is 1836 14th Ave., Vero Beach, FL 32960 (the "Subrecipient"). RECITALS WHEREAS, Recipient has received funds as part of the American Rescue Plan; and WHEREAS, Recipient is required to comply with the requirements set forth in the attached U.S. Department of the Treasury Coronavirus Local Fiscal Recovery Fund Award Terms and Conditions (the "Conditions"); and WHEREAS, Recipient is proposing to provide $1,040,750 to Subrecipient to be used for mental health assistance, child abuse prevention and absentee diversion which are all expected to increase as the pandemic continues; and WHEREAS, Subrecipient as part of the acceptance of this assistance agrees to comply with the Conditions. NOW THEREFORE, in consideration of the mutual undertakings herein and other good and valuable consideration, the receipt and adequacy of which is hereby acknowledged, the parties agree, as follows: l.. Recitals. The above recitals are true and correct and are incorporated herein. 2. Payments. The Recipient will make a total disbursement to Subrecipient of up to $1,040,750, which shall be made in 4 separate disbursements of $260,187.50. Recipient will make an initial disbursement of $260,187.50 to Subrecipient within 14 days of the final execution of this Agreement. In order to receive additional disbursements, the Subrecipient must file with the Recipient Budget Department its request for reimbursement along with documentation that the disbursement had been fully spent and how the disbursement was used. Upon verification and approval by Recipient, the next disbursement will be made to Subrecipient. 3. Compliance Requirements. Subrecpient agrees to comply with the U.S. Department of the Treasury Coronavirus Local Fiscal Recovery Fund Award Terms and Conditions attached as Exhibit "A". Page I of 2 92 4. Scope of Work. Subrecipient shall perform the tasks as identified and set forth in the Scope of Work, which is attached as Exhibit `B". IN WITNESS WHEREOF, Recipient and Subrecipient have executed this instrument this day of 52021. UNITED WAY OF INDIAN RIVER COUNTY, INC. Meredith Egan, CEO Date: INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS By: Joseph E. Flescher, Chairman Date approved: ATTEST: Jeffrey R. Smith, Clerk of Court and Comptroller By: Deputy Clerk Approved: Jason E. Brown County Administrator Approved as to form and legal sufficiency: Dylan Reingold County Attorney Page 2 of 2 93 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E OMB Approved No. 1505-0271 Attachment A Expiration Date: November 30, 2021 U.S. DEPARTMENT OF THE TREASURY CORONAVIRUS STATE AND LOCAL FISCAL RECOVERY FUNDS Recipient name and address: DUNS Number: 079208989 Indian River County Taxpayer Identification Number: 596000674 1801 27th st Assistance Listing Number: 21.019 Vero Beach, Florida, 32960 Sections 602(b) and 603(b) of the Social Security Act (the Act) as added by section 9901 of the American Rescue Plan Act, Pub. L. No. 117-2 (March 11, 2021) authorize the Department of the Treasury (Treasury) to make payments to certain recipients from the Coronavirus State Fiscal Recovery Fund and the Coronavirus Local Fiscal Recovery Fund. Recipient hereby agrees, as a condition to receiving such payment from Treasury, to the terms attached hereto. DocuSigned by: Recipient: Authorized Representative: Kristin Daniels Title: Budget Director Date signed: 5/13/2021 U.S. Department of the Treasury: Authorized Representative: Title: Date: PAPERWORK REDUCTION ACT NOTICE The information collected will be used for the U.S. Government to process requests for support. The estimated burden associated with this collection of information is 15 minutes per response. Comments concerning the accuracy of this burden estimate and suggestions for reducing this burden should be directed to the Office of Privacy, Transparency and Records, Department of the Treasury, 1500 Pennsylvania Ave., N.W., Washington, D.C. 20220. DO NOT send the form to this address. An agency may not conduct or sponsor, and a person is not required to respond to, a collection of information unless it displays a valid control number assigned by OMB. 94 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E U.S. DEPARTMENT OF THE TREASURY CORONAVIRUS LOCAL FISCAL RECOVERY FUND AWARD TERMS AND CONDITIONS 1. Use of Funds. a. Recipient understands and agrees that the funds disbursed under this award may only be used in compliance with section 603(c) of the Social Security Act (the Act), Treasury's regulations implementing that section, and guidance issued by Treasury regarding the foregoing. b. Recipient will determine prior to engaging in any project using this assistance that it has the institutional, managerial, and financial capability to ensure proper planning, management; and completion of such project. 2. Period of Performance. The period of performance for this award begins on the date hereof and ends on December 31, 2026. As set forth in Treasury's implementing regulations, Recipient may use award funds to cover eligible costs incurred during the period that begins on March 3, 2021, and ends on December 31, 2024. 3. Reporting. Recipient agrees to comply with any reporting obligations established by Treasury as they relate to this award. 4. Maintenance of and Access to Records a. Recipient shall maintain records and financial documents sufficient to evidence compliance with section 603(c) of the Act, Treasury's regulations implementing that section, and guidance issued by Treasury regarding the foregoing. b. The Treasury Office of Inspector General and. the Government Accountability Office, or their authorized representatives, shall have the right of access to records (electronic and otherwise) of Recipient in order to conduct audits or other investigations. c. . Records shall be maintained by Recipient for a period of five (5) years after all funds have been expended or returned to Treasury, whichever is later. 5. Pre -award Costs. Pre -award costs, as defined in 2 C.F.R. § 200.458, may not be paid with funding from this award. 6. Administrative Costs. Recipient may use funds provided under this award to cover both direct and indirect costs. 7. Cost Sharing. Cost sharing or matching funds are not required to be provided by Recipient. 8. Conflicts of Interest. Recipient understands and agrees it must maintain a conflict of interest policy consistent with 2 C.F.R. § 200.318(c) and that such conflict of interest policy is Iapplicable to each activity funded under this award. Recipient and subrecipients must disclose in writing to Treasury or the pass-through entity, as appropriate; any potential conflict of interest affecting the awarded funds in accordance with 2 C.F.R. § 200.112. 95 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E 9. Compliance with Applicable Law and Regulations. a. Recipient agrees to comply with the requirements of section 603 of the Act, regulations adopted by Treasury pursuant to section 603(f) of the Act, and guidance issued by Treasury regarding the foregoing. Recipient also agrees to comply with all other applicable federal statutes, regulations, and executive orders, and Recipient shall provide for such compliance by other parties in any agreements it enters into with other parties relating to this award. b. Federal regulations applicable to this award include, without limitation, the following: i. Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards, 2 C.F.R. Part 200, other than such provisions as Treasury may determine are inapplicable to this Award and subject to such exceptions as may be otherwise provided by Treasury. Subpart F — Audit Requirements of the Uniform Guidance, implementing the Single Audit Act, shall apply to this award. ii. Universal Identifier and System for Award Management (SAM), 2 C.F.R. Part 25, pursuant to which the award term set forth in Appendix A to 2 C.F.R. Part 25 is hereby incorporated by reference. iii. Reporting Subaward and Executive Compensation Information, 2 C.F.R. Part 170, pursuant to which the award term set forth in Appendix A to 2 C.F.R. Part 170 is hereby incorporated by reference. iv. OMB Guidelines to Agencies on Governmentwide Debarment and Suspension (Nonprocurement), 2 C.F.R. Part 180, including the requirement to include a term or condition in all lower tier covered transactions (contracts and subcontracts described in 2 C.F.R. Part 180, subpart B) that the award is subject to 2 C.F.R. Part 180 and Treasury's implementing regulation at 31 C.F.R. Part 19. V. Recipient Integrity and Performance Matters, pursuant to which the award term set forth in 2 C.F.R. Part 200, Appendix XII to Part 200 is hereby incorporated by reference. vi. Governmentwide Requirements for Drug -Free Workplace, 31 C.F.R. Part 20. vii. New Restrictions on Lobbying, 31 C.F.R. Part 21. viii. Uniform Relocation Assistance and Real Property Acquisitions Act of 1970 (42 U.S.C. §§ 4601-4655) and implementing regulations. ix. Generally applicable federal environmental laws and regulations. c. Statutes and regulations prohibiting discrimination applicable to this award include, without limitation, the following: i. Title VI of the Civil Rights Act of 1964 (42 U.S.C. §§ 2000d et seq.) and Treasury's implementing regulations at 31 C.F.R. Part 22, which prohibit discrimination on the basis of race, color, or national origin under programs or activities receiving federal financial assistance; 96 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E ii. The Fair Housing Act, Title VIII of the Civil Rights Act of 1968 (42 U.S.C. §§ 3601 et seq.), which prohibits discrimination in housing on the basis of race, color, religion, national origin, sex, familial status, or disability; iii. Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. § 794), which prohibits discrimination on the basis of disability under any program or activity receiving federal financial assistance; iv. The Age Discrimination Act of 1975, as amended (42 U.S.C. §§ 6101 et seq.), and Treasury's implementing regulations at 31 C.F.R. Part 23, which prohibit discrimination on the basis of age in programs or activities receiving federal financial assistance; and V. Title II of the Americans with Disabilities Act of 1990, as amended (42 U.S.C. §§ 12101 et seq.), which prohibits discrimination on the basis of disability under programs, activities, and services provided or made available by state and local governments or instrumentalities or agencies thereto. 10. Remedial Actions. In the event of Recipient's noncompliance with section 603 of the Act, other applicable laws, Treasury's implementing regulations, guidance, or any reporting or other program requirements, Treasury may impose additional conditions on the receipt of a subsequent tranche of future award funds, if any, or take other available remedies as set forth in 2 C.F.R. § 200.339. In the case of a violation of section 603(c) of the Act regarding the use of funds, previous payments shall be subject to recoupment as provided in section 603(e) of the Act. 11. Hatch Act. Recipient agrees to comply, as applicable, with requirements of the Hatch Act (5 U.S.C. §§ 1501-1508 and 7324-7328), which limit certain political activities of State or local government employees whose principal employment is in connection with an activity financed in whole or in part by this federal assistance. 12. False Statements. Recipient understands that making false statements or claims in connection with this award is a violation of federal law and may result in criminal, civil, or administrative sanctions, including fines, imprisonment, civil damages and penalties, debarment from participating in federal awards or contracts, and/or any other remedy available by law. 13. Publications. Any publications produced with funds from this award must display the following language: "This project [is being] [was] supported, in whole or in part, by federal award number [enter project FAIN] awarded to [name of Recipient] by the U.S. Department of the,Treasury." 14. Debts Owed the Federal Government. a. Any funds paid to Recipient (1) in excess of the amount to which Recipient is finally determined to be authorized to retain under the terms of this award; (2) that are determined by the Treasury Office of Inspector General to have been misused; or (3) that are determined by Treasury to be subject to a repayment obligation pursuant to section 603(e) of the Act and have not been repaid by Recipient shall constitute a debt to the federal government. b. Any debts determined to be owed the federal government must be paid promptly by 97 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E Recipient. A debt is delinquent if it has not been paid by the date specified in Treasury's initial written demand for payment, unless other satisfactory arrangements have been made or if the Recipient knowingly or improperly retains funds that are a debt as defined in paragraph 14(a). Treasury will take any actions available to it to collect such a debt. 15. Disclaimer. a. The United States expressly disclaims any and all responsibility or liability to Recipient or third persons for the actions of Recipient or third persons resulting in death, bodily injury, property damages, or any other losses resulting in any way from the performance of this award or any other losses resulting in any way from the performance of this award or any contract, or subcontract under this award. b. The acceptance of this award by Recipient does not in any way establish an agency relationship between the United States and Recipient. 16. Protections for Whistleblowers. a. In accordance with 41 U.S.C. § 4712, Recipient may not discharge, demote, or otherwise discriminate against an employee in reprisal for disclosing to any of the list of persons or entities provided below, information that the employee reasonably believes is evidence of gross mismanagement of a federal contract or grant, a gross waste of federal funds, an abuse of authority relating to a federal contract or grant, a substantial and specific danger Ito public health or safety, or a violation of law, rule, or regulation related to a federal contract (including the competition for or negotiation of a contract) or grant. b. The list of persons and entities referenced in the paragraph above includes the following: i. A member of Congress or a representative of a committee of Congress; ii. An Inspector General; iii. The Government Accountability Office; iv. A Treasury employee responsible for contract or grant oversight or management; V. An authorized official of the Department of Justice or other law enforcement agency; vi. A court or grand jury; or vii. A management official or other employee of Recipient, contractor, or subcontractor who has the responsibility to investigate, discover, or address misconduct. c. Recipient shall inform its employees in writing of the rights and remedies provided under this section, in the predominant native language of the workforce. 17. Increasing Seat Belt Use in the United States. Pursuant to Executive Order 13043, 62 FR 19217 (Apr. 18, 1997), Recipient should encourage its contractors to adopt and enforce on-the- job seat belt policies and programs for their employees when operating company-owned, rented or personally owned vehicles. 18. Reducing Text Messaging While Driving. Pursuant. to Executive Order 13513, 74 FR 51225 (Oct. 6, 2009), .Recipient should encourage its employees, subrecipients, and contractors to adopt and enforce policies that ban text messaging while driving, and Recipient should establish workplace safety policies to decrease accidents caused by distracted drivers. r. DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E OMB Approved No. 1505-0271 Expiration Date: November 30, 2021 ASSURANCES OF COMPLIANCE WITH CIVIL RIGHTS REQUIREMENTS ASSURANCES OF COMPLIANCE WITH TITLE VI OF THE CIVIL RIGHTS ACT OF 1964 As a condition of receipt of federal financial assistance from the Department of the Treasury, the recipient named below (hereinafter referred to as the "Recipient") provides the assurances stated herein. The federal financial assistance may include federal grants, loans and contracts to provide assistance to the Recipient's beneficiaries, the use or rent of Federal land or property at below market value, Federal training, a loan of Federal personnel, subsidies, and other arrangements with the intention of providing assistance. Federal financial assistance does not encompass contracts of guarantee or insurance, regulated programs, licenses, procurement contracts by the Federal government at market value, or programs that provide direct. benefits. The assurances apply to all federal financial assistance from or funds made available through the Department of the Treasury, including any assistance that the Recipient may request in the future. The Civil Rights Restoration Act of 1987 provides that the provisions of the assurances apply to all of the operations of the Recipient's program(s) and activity(ies), so long as any portion of the Recipient's program(s) or activity(ies) is federally assisted in the manner prescribed above. 1. Recipient ensures its current and future compliance with Title VI of the Civil Rights Act of 1964, as amended, which prohibits exclusion from participation, denial of the benefits of, or subjection to discrimination under programs and activities receiving federal financial assistance, of any person in the United States on the ground of race, color, or national origin (42 U.S.C. § 2000d et seq.), as implemented by the Department of the Treasury Title VI regulations at 31 CFR Part 22 and other pertinent executive orders such as Executive Order 13166, directives, circulars, policies, memoranda, and/or guidance documents.. 2. Recipient acknowledges that Executive Order 13166, "Improving Access to Services for Persons with Limited English Proficiency," seeks to improve access to federally assisted programs and activities for individuals who, because of national origin, have Limited English proficiency (LEP). Recipient understands that denying a person access to its programs, services, and activities because of LEP is a form of national origin discrimination prohibited under Title VI of the Civil Rights Act of 1964 and the Department of the Treasury's implementing regulations. Accordingly, Recipient shall initiate reasonable steps, or comply with the Department of the Treasury's directives, to ensure that LEP persons have meaningful access to its programs, services, and activities. Recipient understands, and agrees that meaningful access may entail providing language assistance services, including oral interpretation and written translation where necessary, to ensure effective communication in the Recipient's programs, services, and activities. Recipient agrees to consider the need for language services for LEP persons when Recipient develops applicable budgets and conducts programs, services, and activities. As a resource, the Department of the Treasury has published its LEP guidance at 70 FR 6067. For more information on taking reasonable steps to provide meaningful access for LEP persons, please visit http://www.lep.gov_. 99 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E OMB Approved No. 1505-0271 Expiration Date: November 30, 2021 4. Recipient acknowledges and agrees that compliance with the assurances constitutes a condition of continued receipt of federal financial assistance and is binding upon Recipient and Recipient's successors, transferees, and assignees for the period in which such assistance is provided. 5. Recipient acknowledges and agrees that it must require any sub -grantees, contractors, subcontractors, successors, transferees, and assignees to comply with assurances 1-4 above, and agrees to incorporate the following language in every contract or agreement subject to Title VI and its regulations between the Recipient and the Recipient's sub -grantees, contractors, subcontractors, successors, transferees, and assignees: The sub -grantee, contractor, subcontractor, successor, transferee, and assignee shall comply with Title VI of the Civil Rights Act of 1964, which prohibits recipients of federal financial assistance from excluding from a program or activity, denying benefits of, or otherwise discriminating against a person on the basis of race, color, or national origin (42 U.S.C. § 2000d et seq), as implemented by the Department of the Treasury's Title VI regulations, 31 CFR Part 22, which are herein incorporated by reference and made apart of this contract (or agreement). Title VI also includes protection to persons with "Limited English Proficiency " in any program or activity receiving federal financial assistance, 42 U.S. C. § 2000d et seq., as implemented by the Department of the Treasury's Title VI regulations, 31 CFR Part 22, and herein incorporated by reference and made apart of this contract or agreement. 6. Recipient understands and agrees that if any real property or structure is provided or improved with the aid of federal financial assistance by the Department of the Treasury, this assurance obligates the Recipient, or in the case of a subsequent transfer, the transferee, for the period during which the real property or structure is used for a purpose for which the federal financial assistance is extended or for another purpose involving the provision of similar services or benefits. If any personal property is provided, this assurance obligates the Recipient for the period during which it retains ownership or possession of the property. 7. Recipient shall cooperate in any enforcement or compliance review activities by the Department of the Treasury of the aforementioned obligations. Enforcement may include investigation, arbitration, mediation, litigation, and monitoring of any settlement agreements that may result from these actions. The Recipient shall comply with information requests, on-site compliance reviews and reporting requirements. 8. Recipient shall maintain a complaint log and inform the Department of the Treasury of any complaints of discrimination on the grounds of race, color, or national origin, and limited English proficiency covered by Title VI of the Civil Rights Act of 1964 and implementing regulations and provide, upon request, a list of all such reviews or proceedings based on the complaint, pending or completed, including outcome. Recipient also must inform the Department of the Treasury if Recipient has received no complaints under Title VI. 9. Recipient must provide documentation of an administrative agency's or court's findings of non-compliance of Title VI and efforts to address the non-compliance, including any voluntary compliance or other 100 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E OMB Approved No. 1505-0271 Expiration Date: November 30, 2021 agreements between the Recipient and the administrative agency that made the finding. If the Recipient settles a case or matter alleging such discrimination, the Recipient must provide documentation of the settlement. If Recipient has not been the subject of any court or administrative agency finding of discrimination, please so state. 10. If the Recipient makes sub -awards to other agencies or other entities, the Recipient is responsible for ensuring that sub -recipients also comply with Title VI and other applicable authorities covered in this document State agencies that make. sub -awards must have in place standard grant assurances and review procedures to demonstrate that that they are effectively monitoring the civil rights compliance of sub - recipients. The United States of America has the right to seek judicial enforcement of the terms of this assurances, document and nothing in this document alters or limits the federal enforcement measures that the United States may take in order to address violations of this document or applicable federal law. Under penalty of perjury, the undersigned official(s) certifies that official(s) has read and understood the Recipient's obligations as herein described, that any information submitted in conjunction with this assurances document is accurate and complete, and that the Recipient is in .compliance with the aforementioned nondiscrimination requirements. Indian River County 5/13/2021 Recipient Date DocuLSigned by: [�rtSftlA. VaAA. dS 69075E4695A2421_. Signature of Authorized Official PAPERWORK REDUCTION ACT NOTICE The information collected will be used for the U.S. Government to process requests for support. The estimated burden associated with this collection of information is 30 minutes per response. Comments concerning the accuracy of this burden estimate and suggestions for reducing this burden should be directed to the Office of Privacy, Transparency and Records, Department of the Treasury, 1500 Pennsylvania Ave., N.W., Washington, D.C. 20220. DO NOT send the form to this address. An agency may not conduct or sponsor, and a person is not required to respond to, a collection of information unless it displays a valid control number assigned by OMB. 101 Attachment 6 The COVID-19 pandemic and the resulting economic recession have negatively affected many people's mental health and created new barriers for people already suffering from mental illness and substance use disorders. During the pandemic, about 4 in 10 adults in the U.S. have reported symptoms of anxiety or depressive disorder, a share that has been largely consistent, up from one in ten adults who reported these symptoms from January to June 2019. A Health Tracking Poll from July 2020 also found that many adults are reporting specific negative impacts on their mental health and well-being, such as difficulty sleeping (36%) or eating (32%), increases in alcohol consumption or substance use (12%), and worsening chronic conditions (12%), due to worry and stress over the coronavirus. As the pandemic wears on, ongoing and necessary public health measures expose many people to experiencing situations linked to poor mental health outcomes, such as isolation and job loss. As the COVID-19 pandemic continues, Americans are required to stay isolated to protect themselves and their communities. However, the home may not be safe for many families who experience domestic violence, which may include both intimate partners and children. COVID-19 has caused major economic devastation, disconnected many from community resources and support systems, and created widespread uncertainty and panic. Such conditions may stimulate violence in families where it didn't exist before and worsen situations in homes where mistreatment and violence has been a problem. Violence in the home has an overall cost to society, leading to potentially adverse physical and mental health outcomes, including a higher risk of chronic disease, substance use, depression, post-traumatic stress disorder, and risky sexual behaviors. There is a concern that the numbers experiencing violence will dramatically rise in as a result of social distancing and quarantine during COVID-19. Children are specifically vulnerable to abuse during COVID-19. Research shows that increased stress levels among parents is often a major predictor of physical abuse and neglect of children. Stressed parents may be more likely to respond to their children's anxious behaviors or demands in aggressive or abusive ways. The support systems that many at -risk parents rely on, such as extended family, child care and schools, religious groups and other community organizations, are no longer available in many areas. Child protection agencies are experiencing strained resources with fewer workers available, making them unable to conduct home visits in areas. Since children are not going to school, teachers and school counselors are unable to witness the signs of abuse and report to the proper authorities. Also, many at - risk families may not have access to the technology children needed to stay connected with friends and extended family. Mental Health: • Mental Health Literacy and Marketing- $180,000 ($60,000/year) o Mental Health First Aid Instructor training and manuals to train 1,200 community members per year. o Engage a marketing firm to initiate public awareness campaign on mental health topics while highlighting local community providers. • Supporting Residents and Clinicians- $240,000 o Supporting our Long -Term Care Facilities with therapist to provide individual and group therapy to residents and caregivers $27,000 per year x3 years. 4.14.21 UWIRC 102 o Supporting our clinicians with advanced training to enhance their skills $32,500 x3 years. o Supporting our residents financially impacted by COVID to reimburse for therapy and/or psychiatry $34,074 per year x3 years. Operational Funding- $280,722 o Intensive Outpatient Program. Currently a public/private partnership is in development to develop an Adolescent IOP Program. To accelerate the development and expansion of this program to include children and adults $27,000 per year x3 years. o Mental Health Collaborative ■ Operational dollars to support increased program development and support $32,500 per year x3 years. ■ Operations Manager to support the operation of the Collaborative and create Clinical Training Institute $34,074 per year x3 years. Infant Mortality/Child Abuse Prevention: Families continue to face stressors brought on or exacerbated by the COVID-19 pandemic, and we know they will have to grapple with the collateral consequences of the coronavirus — loss of employment, housing, food security and so much more — as our state recovers. In these times of extreme stress and uncertainty, we cannot ignore the risk of children experiencing abuse and neglect. That's why experts say it is important to foster support for families and encourage stress -reducing behaviors. In order to prevent child abuse and neglect, we must recognize past trauma, support caregivers, and come together as a community to provide the resources necessary for families to thrive. Prevention professionals are still working to understand the pandemic's repercussions for incidents of child abuse and neglect, but we do know calls to the abuse hotlines are lower than normal. Indian River County has witnessed a rise in infant mortality after economic downturns in the past. Most notably, in 2011, after the 2008-2009 crisis, IRC saw the highest rate of infant mortality in Indian River County's history, 12.5 per 1000. That year there were only four counties in the State with a higher infant mortality rate than Indian River County. The State average at that time was 6.4 per 1000. Since that time, the community, has added and expanded programs and pursued initiatives that were meaningful in lowering infant mortality. These are proven practices that can be expanded to prepare moms and families for the risk factors associated with infant mortality — specifically toxic stress. • Fund child abuse & infant mortality prevention initiatives and programs and expand existing strategies to meet the increase incidence of child abuse $100,000 per year x 3 years- $300,000 4.14.21 UWIRC 103 Mental Health Mental Health Literacy and public awareness Supporting Therapists and Clinicians Mental Health Collaborative Coordination Annual Total $ 60,000.00 $ 180,000.00 $ 30,000.00 $ 90,000.00 $ 25,000.00 $ 75,000.00 $ 25,000.00 $ 75,000.00 $ 27,000.00 $ 81,000.00 $ 32,500.00 $ 97,500.00 $ 34,074.00 $ 102,222.00 Child Abuse/Infant Moratality Prevention $ 100,000.00 $ Sub Totals $ 333,574.00 $ Admin $ 13,342.96 $ TOTAL $ 346,916.96 $ 300,000.00 1,000,722.00 40,028.88 1,040,750.88 104 INDIAN RIVER COUNTY AMERICAN RESCUE PLAN AGREEMENT THIS INDIAN RIVER COUNTY AMERICAN RESCUE PLAN AGREEMENT ("Agreement") is entered into as of the _ day of , 2021 by and between Indian River County, a political subdivision of the State of Florida, whose address is 1801 27th Street, Vero Beach, Florida, 32960 ("Recipient"), and Indian River County Chamber of Commerce, Inc., a Florida not-for-profit corporation, whose address is 1216 21St Street, Vero Beach, FL, 32960 (the "Subrecipient"). RECITALS WHEREAS, Recipient has received funds as part of the American Rescue Plan; and WHEREAS, Recipient is required to comply with the requirements set forth in the attached U.S. Department of the Treasury Coronavirus Local Fiscal Recovery Fund Award Terms and Conditions (the "Conditions"); and WHEREAS, Recipient is proposing to provide $275,000 to Subrecipient to be used for a Tourism Promotion Campaign; and WHEREAS, Subrecipient as part of the acceptance of this assistance agrees to comply with the Conditions. NOW THEREFORE, in consideration of the mutual undertakings herein and other good and valuable consideration, the receipt and adequacy of which is hereby acknowledged, the parties agree, as follows: 1. Recitals. The above recitals are true and correct and are incorporated herein. 2. Payments. The Recipient will make a total disbursement to Subrecipient of up to $275,000, which shall be made in 4 separate disbursements of $68,750. Recipient will make an initial disbursement of $68,750 to Subrecipient within 14 days of the final execution of this Agreement. In order to receive additional disbursements, the Subrecipient must file with the Recipient Budget Department its request for reimbursement along with documentation that the disbursement had been fully spent and how the disbursement was used. Upon verification and approval by Recipient, the next disbursement will be made to Subrecipient. 3. Compliance Requirements. Subrecpient agrees to comply with the U.S. Department of the Treasury Coronavirus Local Fiscal Recovery Fund Award Terms and Conditions attached as Exhibit "A". 4. Scope of Work. Subrecipient shall perform the tasks as identified and set forth in the Scope of Work, which is attached as Exhibit `B". Page 1 of 2 105 IN WITNESS WHEREOF, Recipient and Subrecipient have executed this instrument this day of , 2021. INDIAN RIVER COUNTY CHAMBER OF COMMERCE, INC. Dori Stone, President Date: INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS By: Joseph E. Flescher, Chairman Date approved: ATTEST: Jeffrey R. Smith, Clerk of Court and Comptroller By: Deputy Clerk Approved: Jason E. Brown County Administrator Approved as to form and legal sufficiency: Dylan Reingold County Attorney Page 2 of 2 106 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E OMB Approved No. 1505-0271 Attachment A. Expiration Date: November 30, 2021 U.S. DEPARTMENT OF THE TREASURY CORONAVIRUS STATE AND LOCAL FISCAL RECOVERY FUNDS Recipient name and address: DUNS Number: 079208989 Indian River County Taxpayer Identification Number: 596000674 1801 27th st Assistance Listing Number: 21.019 Vero Beach, Florida, 32960 Sections 602(b) and 603(b) of the Social Security Act (the Act) as added by section 9901 of the American Rescue Plan Act, Pub. L. No. 117-2 (March 11, 202 1) authorize the Department of the Treasury (Treasury) to make payments to certain recipients from the Coronavirus State Fiscal Recovery Fund and the Coronavirus Local Fiscal Recovery Fund. Recipient hereby agrees, as a condition to.receiving such payment from Treasury, to the terms attached hereto. DocuSigned by: Recipient: 6ShW Authorized Representative: Kristin Daniels Title: Budget Director Date signed: 5/13/2021 U.S. Department of the Treasury: Authorized Representative: Title: Date: PAPERWORK REDUCTION ACT NOTICE The information collected will be used for the U.S. Government to process requests for support. The estimated burden associated with this collection of information is 15 minutes per response. Comments concerning the accuracy of this burden estimate and suggestions for reducing this burden should be directed to the Office of Privacy, Transparency and Records, Department of the Treasury, 1500 Pennsylvania Ave., N.W., Washington, D.C. 20220. DO NOT send the form to this address. An agency may not conduct or sponsor, and a person is not required to respond to, a collection of information unless it displays a valid control number assigned by OMB. 107 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E U.S. DEPARTMENT OF THE TREASURY CORONAVIRUS LOCAL FISCAL RECOVERY FUND AWARD TERMS AND CONDITIONS 1. Use of Funds. a. Recipient understands and agrees that the funds disbursed under this award may only be used in compliance with section 603(c) of the Social Security Act (the Act), Treasury's regulations implementing that section, and guidance issued by Treasury regarding the foregoing. b. Recipient will determine prior to engaging in any project using this assistance that it has the institutional, managerial, and financial capability to ensure proper planning, management, and completion of such project. 2. Period of Performance. The period of performance for this award begins on the date hereof and ends on December 31, 2026. As set forth in Treasury's implementing regulations, Recipient may use award funds to cover eligible costs incurred during the period that begins on March 3, 2021, and ends on December 31, 2024. 3. Reporting. Recipient agrees to comply with any reporting obligations established by Treasury as they relate to this award. 4. Maintenance of and Access to Records a. Recipient shall maintain records and financial documents sufficient to evidence compliance with section 603(c) of the Act, Treasury's regulations implementing that section, and guidance issued by Treasury regarding the foregoing. b. The Treasury Office of Inspector General and the Government Accountability Office, or their authorized representatives, shall have the right of access to records (electronic and otherwise) of Recipient in order to conduct audits or other investigations. c. Records shall be maintained by Recipient for a period of five (5) years after all funds have been expended or returned to Treasury, whichever is later. 5. Pre -award Costs. Pre -award costs, as defined in 2 C.F.R. § 200.458, may not be paid with funding from this award. 6. Administrative Costs. Recipient may use funds provided under this award to cover both direct and indirect costs. 7. Cost Sharing. Cost sharing or matching funds are not required to be provided by Recipient. 8. Conflicts of Interest. Recipient understands and agrees it must maintain a conflict of interest policy consistent with 2 C.F.R. § 200.318(c) and that such conflict of interest policy is applicable to each activity funded under this award. Recipient and subrecipients must disclose in writing to Treasury or the pass-through entity, as appropriate, any potential conflict of interest affecting the awarded funds in accordance with 2 C.F.R. § 200.112. 108 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E 9. Compliance with Applicable Law and Reaulations. a. Recipient agrees to comply with the requirements of section 603 of the Act, regulations adopted by Treasury pursuant to section 603(f) of the Act, and guidance issued by Treasury regarding the foregoing. Recipient also agrees to comply with all other applicable federal statutes, regulations, and executive orders, and Recipient shall provide for such compliance by other parties in any agreements it enters into with other parties relating to this award. b. Federal regulations applicable to this award include, without limitation, the following: i. Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards, 2 C.F.R. Part 200, other than such provisions as Treasury may determine are inapplicable to this Award and subject to such exceptions as may be otherwise provided by Treasury. Subpart F — Audit Requirements of the Uniform Guidance, implementing the Single Audit Act, shall apply to this award. ii. Universal Identifier and System for Award Management (SAM), 2 C.F.R. Part 25, pursuant to which the award term set forth in Appendix A to 2 C.F.R. Part 25 is hereby incorporated by reference. iii. Reporting Subaward and Executive Compensation Information, 2 C.F.R. Part 170, pursuant to which the award term set forth in Appendix A to 2 C.F.R. Part 170 is hereby incorporated by reference. iv. OMB Guidelines to Agencies on Governmentwide Debarment and Suspension (Nonprocurement), 2 C.F.R. Part 180, including the requirement to include a term or condition in all lower tier covered transactions (contracts and subcontracts described in 2 C.F.R. Part 180, subpart B) that the award is subject to 2 C.F.R. Part 180 and Treasury's implementing regulation at 31 C.F.R. Part 19. V. Recipient Integrity and Performance Matters, pursuant to which the award term set forth in 2 C.F.R. Part 200, Appendix XII to Part 200 is hereby incorporated by reference. vi. Governmentwide Requirements for Drug -Free Workplace, 31 C.F.R. Part 20. vu. New Restrictions on Lobbying, 31 C.F.R. Part 21. viii. Uniform Relocation Assistance and Real Property Acquisitions Act of 1970 (42 U.S.C. §§ 4601-4655) and implementing regulations. ix. Generally applicable federal environmental laws and regulations. c. Statutes and regulations prohibiting discrimination applicable to this award include, without limitation, the following: Title VI of the Civil Rights Act of 1964 (42 U.S.C. §§ 2000d et seq.) and Treasury's implementing regulations at 31 C.F.R. Part 22, which prohibit discrimination on the basis of race, color, or national origin under programs or activities receiving federal financial assistance; 109 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E ii. The Fair Housing Act, Title VIII of the Civil Rights Act of 1968 (42 U.S.C. §§ 3601 et seq.), which prohibits discrimination in housing on the basis of race, color, religion, national origin, sex, familial status, or disability; iii. Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. § 794), which prohibits discrimination on the basis of disability under any program or activity receiving federal financial assistance; iv. The Age Discrimination Act of 1975, as amended (42 U.S.C. §§ 6101 et seq.), and Treasury's implementing regulations at 31 C.F.R. Part 23, which prohibit discrimination on the basis of age in programs or activities receiving federal financial assistance; and V. Title II of the Americans with Disabilities Act of 1990, as amended (42 U.S.C. §§ 12101 et seq.), which prohibits discrimination on the basis of disability under programs, activities, and services provided or made available by state and local governments or instrumentalities or agencies thereto. 10. Remedial Actions. In the event of Recipient's noncompliance with section 603 of the Act, other applicable laws, Treasury's implementing regulations, guidance, or any reporting or other program requirements, Treasury may impose additional conditions on the receipt of a . subsequent tranche of future award funds, if any, or take other available remedies as set forth in 2 C.F.R. § 200.339. In the case of a violation of section 603(c) of the Act regarding the use of funds, previous payments shall be subject to recoupment as provided in section 603(e) of the Act. 11. Hatch Act. Recipient agrees to comply, as applicable, with requirements of the Hatch Act (5 U.S.C. §§ 1501-1508 and 7324-7328), which limit certain political activities of State or local government employees whose principal employment is in connection with an activity financed in whole or in part by this federal assistance. 12. False Statements. Recipient understands that making false statements or claims in connection with this award is a violation of federal law and may result in criminal, civil, or administrative sanctions, including fines, imprisonment, civil damages and penalties, debarment from participating in federal awards or contracts, and/or any other remedy available by law. 13. Publications. Any publications produced with funds from this award must display the following language: "This project [is being] [was] supported, in whole or in part, by federal award number [enter project FAIN] awarded to [name of Recipient] by the U.S. Department of the Treasury." 14. Debts Owed the Federal Government. a. Any funds paid to Recipient (1) in excess of the amount to which Recipient is finally determined to be authorized to retain under the terms of this award; (2) that are determined by the Treasury Office of Inspector General to have been misused; or (3) that are determined by Treasury to be subject to a repayment obligation pursuant to section 603(e) of the Act and have not been repaid by Recipient shall constitute a debt to the federal government. b. Any debts determined to be owed the federal government must be paid promptly by 110 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E Recipient. A debt is delinquent if it has not been paid by the date specified in Treasury's initial written demand for payment, unless other satisfactory arrangements have been made or if the Recipient knowingly or improperly retains funds that are a debt as defined in paragraph 14(a). Treasury will take any actions available to it to collect such a debt. 15. Disclaimer. a. The United States expressly disclaims any and all responsibility or liability to Recipient or third persons for the actions of Recipient or third persons resulting in death, bodily injury, property damages, or any other losses resulting in any way from the performance of this award or any other losses resulting in any way from the performance of this award or any contract, or subcontract under this award. b. The acceptance of this award by Recipient does not in any way establish an agency relationship between the United States and Recipient. 16. Protections for Whistleblowers. a. In accordance with 41 U.S.C. § 4712, Recipient may not discharge, demote, or otherwise discriminate against an employee in reprisal for disclosing to any of the list of persons or entities provided below, information that the employee reasonably believes is evidence of gross mismanagement of a federal contract or grant, a gross waste of federal funds, an abuse of authority relating to a federal contract or grant, a substantial and specific danger to public health or safety, or a violation of law, rule, or regulation related to a federal contract (including the competition for or negotiation of a contract) or grant. b. The list of persons and entities referenced in the paragraph above includes the following: i. A member of Congress or a representative of a committee of Congress; ii. An Inspector. General; iii. The Government Accountability Office; iv. A Treasury employee responsible for contract or grant oversight or management; V. An authorized. official of the Department of Justice or other law enforcement agency; vi. A court or grand jury; or vii. A management official or other employee of Recipient, contractor, or subcontractor who has the responsibility to investigate, discover, or address misconduct. c. Recipient shall inform its employees in writing of the rights and remedies provided under this section, in the predominant native language of the workforce. 17. Increasing Seat Belt Use in the United States. Pursuant to Executive Order 13043, 62 FR 19217 (Apr. 18, 1997), Recipient should encourage its contractors to adopt and enforce on-the- job seat belt policies and programs for their employees when operating company-owned, rented or personally owned vehicles. 18. Reducing Text Messaging While Driving. Pursuant to Executive Order 13513, 74 FR 51225 (Oct. 6, 2009), Recipient should encourage its employees, subrecipients, and contractors to adopt and enforce policies that ban text messaging while driving, and Recipient should establish workplace safety policies to decrease accidents caused by distracted drivers. 111 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E OMB Approved No. 1505-0271 Expiration Date: November 30, 2021 ASSURANCES OF COMPLIANCE WITH CIVIL RIGHTS REQUIREMENTS ASSURANCES OF COMPLIANCE WITH TITLE VI OF THE CIVIL RIGHTS ACT OF 1964 As a condition of receipt of federal financial assistance from the Department .of the Treasury, the recipient named below (hereinafter referred to as the "Recipient") provides the assurances stated herein. The federal financial assistance may include federal grants, loans and contracts to provide assistance -to the Recipient's beneficiaries, the use or rent of Federal land or property at below market value, Federal training, a loan of Federal personnel, subsidies, and other arrangements with the intention of providing assistance. Federal financial assistance does not encompass contracts of guarantee or insurance, regulated programs, licenses, procurement contracts by the Federal government at market value, or programs that provide direct benefits. The assurances apply to all federal financial assistance from or funds made available through the Department of the Treasury, including any assistance that the Recipient may request in the future. The Civil Rights Restoration Act of 1987 provides that the provisions of the assurances apply to all of the operations of the Recipient's program(s) and activity(ies), so long as any portion of the Recipient's program(s) or activity(ies) is federally assisted in the manner prescribed above. Recipient ensures its current and future compliance with Title VI of the Civil Rights Act of 1964, as amended, which prohibits exclusion from participation, denial of the benefits of, or subjection to discrimination under programs and activities receiving federal financial assistance, of any person in the United States on the ground of race, color, or national origin (42 U.S.C. § 2000d*et seq.), as implemented by the Department of the Treasury Title VI regulations at 31 CFR Part 22 and other pertinent executive orders such as Executive Order 13166, directives, circulars, policies, memoranda, and/or guidance documents. 2. Recipient acknowledges that Executive Order 13166, "Improving Access to Services for Persons with Limited English Proficiency," seeks to improve access to federally assisted programs and activities for individuals who, because of national origin, have Limited English proficiency (LEP). Recipient understands that denying a person access to its programs, services, and activities because of LEP is a form of national origin discrimination prohibited under Title VI of the Civil Rights Act of 1964 and the Department of the Treasury's implementing regulations. Accordingly, Recipient shall initiate reasonable steps, or comply with the Department of the Treasury's directives, to ensure that LEP persons have meaningful access to its programs, services, and activities. Recipient understands and agrees that meaningful access may entail providing language assistance services, including oral interpretation and written translation where necessary, to ensure effective communication in the Recipient's programs, services, and activities. 3. Recipient agrees to consider the need for language services for LEP persons when Recipient develops applicable budgets and conducts programs, services, and activities. As a resource, the Department of the Treasury has published its LEP guidance at 70 FR 6067. For more information on taking reasonable steps to provide meaningful access for LEP persons, please visit http://www.lep. og_v. 112 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E OMB Approved No. 1505-0271 Expiration Date: November 30, 2021 4. Recipient acknowledges and agrees that compliance with the assurances constitutes a condition of continued receipt of federal financial assistance and is binding upon Recipient and Recipient's successors, transferees, and assignees for the period in which such assistance is provided. 5. Recipient acknowledges and agrees that it must require any sub -grantees, contractors, subcontractors, successors, transferees, and assignees to comply with assurances 1-4 above, and agrees to incorporate the following language in every contract or agreement subject to Title VI and its regulations between the Recipient and the Recipient's sub -grantees, contractors, subcontractors, successors, transferees, and assignees: The sub -grantee, contractor, subcontractor, successor, transferee, and assignee shall comply with Title VI of the .Civil Rights Act of 1964, which prohibits recipients of federal financial assistance from excluding from a program or activity, denying benefits of, or otherwise discriminating against a person on the basis of race, color, or national origin (42 U.S.C. § 2000d et seq.), as implemented by the Department of the Treasury's Title VI regulations, 31 CFR Part 22, which are herein incorporated by reference and made a part of this contract (or agreement). Title VI also includes protection to persons with "Limited English Proficiency" in any program or activity receiving federal financial assistance, 42 U.S.C. § 2000d et seq., as implemented by the Department of the Treasury's Title VI regulations, 31 CFR Part 22, and herein incorporated by reference and made a part of this contract or agreement. 6. Recipient understands and agrees that if any real property or structure is provided or improved with the aid of federal financial assistance by the Department of the Treasury, this assurance obligates the Recipient, or in the case of a subsequent transfer, the transferee, for the period during which the real property or structure is used for a purpose for which the federal financial assistance is extended or for another purpose involving the provision of similar services or benefits. If any personal property is provided, this assurance obligates the Recipient for the period during which it retains ownership or possession of the property. 7. Recipient shall cooperate in any enforcement or compliance review activities by the Department of the Treasury of the aforementioned obligations. Enforcement may include investigation, arbitration, mediation, litigation, and monitoring of any settlement agreements that may result from these actions. The Recipient shall comply with information requests, on-site compliancereviews and reporting requirements. 8. Recipient shall maintain a complaint log and inform the Department of the Treasury of any complaints of discrimination on the grounds of race, color, or national origin, and limited English proficiency covered by Title VI of the Civil Rights Act of 1964 and implementing regulations and provide, upon request, a list of all such reviews or proceedings based on the complaint, pending or completed, including outcome. Recipient also must inform the Department of the Treasury if Recipient has received no complaints under Title VI. 9. Recipient must provide documentation of an administrative agency's or court's findings of non-compliance of Title VI and efforts to address the .non-compliance, including any voluntary compliance or other 113 DocuSign Envelope ID: 927D0328-CA93-46FB-A33E-35E863E9820E OMB Approved No. 1505-0271 Expiration Date: November 30, 2021 agreements between the Recipient and the administrative agency that made the finding. If the Recipient settles a case or matter alleging such discrimination, the Recipient must provide documentation of the settlement. If Recipient has not been the subject of any court or administrative agency finding of discrimination, please so state. 10. If the Recipient makes sub -awards to other agencies or other entities, the Recipient is responsible for ensuring that sub -recipients also comply with Title VI and other applicable authorities covered in this document State agencies that make sub -awards must have in place standard grant assurances and review procedures to demonstrate that that they are effectively monitoring the civil rights compliance of sub - recipients. . The United States of America has the right to seek judicial enforcement of the terms of this assurances document and nothing in this document alters or limits the federal enforcement measures that the United States may take in order to address violations of this document or applicable federal law. Under penalty of perjury, the undersigned official(s) certifies that official(s) has read and understood the Recipient's obligations as herein described, that any information submitted in conjunction with this assurances document is accurate and complete, and that the Recipient is in compliance with the aforementioned nondiscrimination requirements. Indian River County Recipient �DoeuSlgned [ by: t /.,�. Vias 69075E4695A2421... Signature of Authorized Official PAPERWORK REDUCTION ACT NOTICE 5/13/2021 Date The information collected will be used for the U.S. Government to process requests for support. The estimated burden associated with this collection of information is 30 minutes per response. Comments concerning the accuracy of this burden estimate and suggestions for reducing this burden should be directed to the Office of Privacy, Transparency and Records, Department of the Treasury, 1500 Pennsylvania Ave., N.W., Washington, D.C. 20220. DO NOT send the form to this address. An agency may not conduct or sponsor, and a person is not required to respond to, a collection of information unless it displays a valid control number assigned by OMB. 114 Attachment B Breakdown of the $275,000.00 American Recovery Grant Funds for Tourism Promotion. Goal: To raise awareness that Indian River County is back open and ready for visitors. Scope: We will use a multitude of platforms (listed below) to promote our Summer Campaign landing page, reaching a vast audience with these funds. We will also perform side campaigns with Expedia and Visit Florida Co-ops to drive further traffic to the landing page. Target Market: We are going to have an adaptive target market. We will start out with the Southeast and Florida drive market (current). As markets become more prevalent, we will change and adapt our campaigns based on our current industry markets. Demographics: We will be promoting to five different demographics for this campaign. Families, Couples, Adventure, Eco -tourism, and Generic. Taglines: "Rediscover Indian River", "Visit Indian River, We Missed You", "Thanks for Staying Home, Now It's Time to Save". Cost Category Proposed Budget Summer "We are Open" Campaign branding and Landing Page. Creating a landing page with various hotel deals with restaurants and things to do options. $12,000.00 Web page remarketing using display ads on various platforms such as JunGroup, LocallQ, etc. $64,500.00 Targeted Email blast to different target markets showcasing the campaign. $8 000.00 A video showcasing "Open for Business" — Create 3 videos .for 5 different demographics to use on social, and paid promotions and website exposure. $16,500.00 Video Remarketing — By using OTT and YouTube Trueview we can target audiences and promote our county based on demographic. $56,000.00 Social Media Push with Facebook and Instagram Remarketing $15,000.00 Google Ads (raise rank on google) $10,000.00 Article Sponsorships $9,000.00 Creation of Assets (ads, interactive elements): $7,500.00 PR (generate stories of our campaign on different mediums) $5,000.00 Print/Digital priory placement (VF Co-op) $9,500.00 Influencer/Travel Writer Promotion: $6,500.00 Expedia Campaign — Boost $45,000.00 Labor $5,500.00 Misc. $5,000.00 TOTAL $275,000.00 115 INDIAN RIVER COUNTY NON-PROFIT GRANT APPLICATION Through the federal American Rescue Plan (ARP) Act funding program, the Indian River County Board of County Commissioners is providing one-time grants of up to $10,000 to qualifying non-profit organizations operating in Indian River County, negatively affected by the COVID-19 Pandemic (see Eligible List of Non -Profits). The grant is limited to one application per non-profit, including organizations with multiple locations within Indian River County. Funds may be used for business-related expenses incurred after March 3, 2021. Funds may not be used for the exact same expense that was paid by other federal programs for the same time period. Applications will be accepted and processed until the funds are exhausted. All completed grant applications will be submitted electronically to the Florida Small Business Development Center (SBDC) at Indian River State College (IRSC) for initial processing on the County's behalf. Once final approval is given, grant payments will be mailed by the Indian River County Finance Office. To meet grant eligibility criteria, the non-profit must: • Be a non-profit headquartered in Indian River County that was negatively affected by the COVID-19 Pandemic (see list of Eligible Non -Profits) by experiencing an increase in demand for services or costs to provide services such as PPE, enhanced cleaning, etc. . • Be registered as either a 501(c)(3) or 501(c)(4) and be in good standing with the State of Florida, IRS, County and/or United Way and had received its non-profit status prior to March 1, 2020 • Have 25 or fewer full time equivalent (FTE) employees, including the business owner • Have been in operation since October 1, 2019 • Expect to return to full operations • Have done business or received funding from either the United Way or Indian River County over the past 10 years (see list of Eligible Non -Profits) • Have no active judgements, liens, bankruptcies, etc. against the organization or owner(s) • Be current on all tangible personal property and/or real estate taxes • Employ executive/administrative staff and have a Board of Directors • Provide last 6 months of Board of Director meeting minutes • Provide number of people served before and after COVID-19 (ex. March/April 2020 vs. March/April 2021) 116 • Provide a plan going forward to prove the intent to remain operational after the pandemic Ineligible businesses include: • Businesses with more than 25 FTE Employees • Non -Profits headquartered outside of Indian River County • Those not negatively affected by the COVID-19 Pandemic • A non-profit that has applied for, or received, ARP grant funding from a municipality in Indian River County. • Funding for religious or political activities 117 ELIGIBLE NON -PROFITS ALZHEIMER -PARKINSON ASSOCIATION OF IRC INC AMERICAN SECURITY COUNCIL FOUNDATION BIKE WALK INDIAN RIVER COUNTY INC BOYS & GIRLS CLUB OF INDIAN RIVER COUNTY INC CAMP HAVEN INC CENTER FOR SPIRTUAL CARE INCORPORATED CHILDCARE RESOURCES OF INDIAN RIVER INC COALITION FOR ATTAINABLE HOMES INC COMMUNITY CHURCH OF VERO BEACH CORNERSTONE CHRISTIAN CURCH OF VERO BEACH INC CROSSOVER MISSION INC PROMISED LAND ANGLICAN CHURCH INC RIVERSIDE CHURCH RIVERSIDE THEATRE INC ROTARY CLUB OF VERO BEACH SUNRISE FOUNDATION INC SAINT EDWARDS SCHOOL SEBASTIAN AREA SOCCER ASSOCIATION INC SEBASTIAN RIVER ROWING INC SENIOR COLLABORATIVE OF INDIAN RIVER COUNTY INC SENIOR RESOURCE ASSOCIATION INC ST ELIZABETHS EPISCOPAL CHURCH INC ST FRANCIS MANOR OF VERO BEACH FL INC CULTURAL COUNCIL OF INDIAN RIVER COUNTY INC ST MARKS CHURC OF IRC INC DASIE BRIDGEWATER HOPE CENTER INC ST PETERS ACADEMY INC ECONOMIC OPPORTUNITIES COUNCIL OF INDIAN RIVER COUNTY I13STANCE ABUSE COUNCIL OF INDIAN RIVER COUNTY INC EDUCATION FOUNDATION OF INDIAN RIVER COUNTY INC SUNSHINE REHABILITATION CENTER OF INDIAN RIVER COUNTY INC ENVIROMENTAL LEARNING CENTER INC THE ARC OF INDIAN RIVER COUNTY INC ENVIRONMENTAL LEARNING CENTER FOUNDATION INC THE BUGGY BUNCH INC EVERY DREAM HAS A PRICE INC THE GIFFORD FLORDIA YOUTH ORCHESTRA FEED THE LAMBS ENRICHMENT PROGRAM INC FIRST BAPTIST CHURCH OF VERO BEACH. FIRST CHURCH OF GOD OF VERO BEACH FOOD PANTRY OF INDIAN RIVER COUNTY INC FOR THE LOVE OF PAWS SENIOR PET SANCTUARY INC FREEDOM JOURNEY MINISTRIES INC FRIENDSHIP GATHERING INC GIFFORD COMMUNITY CULTURALAND RESOURCE CENTER GIFFORD YOUTH ACHIEVEMENT CENTER INC HABITAT FOR HUMANITY INTERNATIONAL INC HELPING ANIMALS LIVE AND OVERCOMEINC HIBISCUS CHILDRENS CENTER INC HUMANE SOCIETY OF VERO BEACH FLA IGLESIAJESUCRISTO ELTODOPODEROSOV INC INDIAN RIVER COUNTY HEALTHY START COALITION INC INDIAN RIVER COUNTY HISTORICAL SOCIETY INC INDIAN RIVER COUNTY VETERANS MALL FOUNDATION INC INDIAN RIVER GOLF FOUNDATION INC INDIAN RIVER LACROSSE ASSOCIATION INC INDIAN RIVER LAND TR INC INDIAN RIVER SOCCER ASSOCIATION INC INDIAN RIVER SPORTS COMPLEX INC JUNIOR LEAGUE OF INDIAN RIVER INC KASHI CHURCH FOUNDATION INC KEEP INDIAN RIVER BEAUTIFUL INC LAURA RIDING LACKSON FOUNDATION INC LITERACY SERVICES OF INDIAN RIVER COUNTY INC LITTLE LEAGUE BASEBALL INC LIVING LORD LUTHERAN CHURCH MCKEE BOTANICAL GARDEN INC MENTAL HEALTH ASSOCIATION IN INDIAN RIVER COUNTY INC MENTAL HEALTH COLLABORATIVE OF INDIAN RIVER INC MISS BS LEARNING BEES PELICAN ISLAND AUDUBON SOCIETY INC PROGRESSIVE CIVIC LEAGUE OF GIFFORD FLORIDA INC THE HOPE FOR FAMILIES CENTER INC THE LEARNING ALLIANCE INC THE SEBASTIAN LIONS CHARITY FOUNDATION INC TREASURE COAST COMMUNITY HEALTH INC TREASURE COAST HOMELESS SERVICE COUNCIL INC TREASURE COAST RUGBY FOUNDATION UNITED AGAINST POVERTY INC UNITED WAY OF INDIAN RIVER COUNTY INC VERO BEACH AMATEUR RADIO CLUB INC VERO BEACH FIREFIGHTERS ASSOCITION INC VERO BEACH FOUNDATION GATORS FOOTBALL AND CHEER CORPORATION VERO BEACH MUSEUM OF ART INC VERO BEACH THEATRE GUILD INC VERO HERITAGE INC VETERANS COUNCIL OF INDIAN RIVER COUNTY VISITING NURSE ASSOCIATION OF INDIAN RIVER COUNTY INC WHOLE FAMILY HEALTH CENTER INC WILLIS SPORTS ASSOCIATION INC WOMENS CARE CENTER OF IRC INC WOMENS REFUFE OF VERO BEACH INC YOUTH GUIDANCE DONATION FUND OF INDIAN RIVER COUNTY 118 APPLICATION Indian River County ARP Act Non -Profit Assistance Grant All of the documents listed below must accompany your completed application (please scan them into one pdf document). If all items are not included, it may cause a delay in processing your application. DOCUMENT CHECKLIST — HAVE YOU INCLUDED ❑ State of Florida business registration from the Florida Division of Corporation showing the business is registered in Indian River County; visit www.Sunbiz.orq for assistance (except for 1099 employees) ❑ A copy of the business owner's(s) Driver's License or other photo government -issued identification 0 Full employee list as of March 3, 2021, noting if full-time or part-time (wage information is not needed) 0 Completed and signed current IRS W-9 form - Request for Taxpayer Identification Number and Certification (visit the IRS website for assistance) 0 Documentation verifying increased costs due to COVID-19 (Profit & Loss, QuickBooks, copies of FL Dept. of Revenue monthly sales reports, Merchant Services reports) or increase in service demand ❑ Brief explanation of the proposed use of grant funds 0 Registered with the Florida Small Business Development Center at Indian River State College 0 Financial Statements for the most recent fiscal year Complete the application, and email it with the required documentation as listed above, to: fsbdc(a-irsc.edu Tom Kindred, Regional Director FL Small Business Development Center at IRSC (Please scan your application and all required documents into one document (pdf), ,to send in one email or as one combined file. 119 APPLICATION ARP Act Non -Profit Assistance Grant Non -Profit Information Full Legal Business Name: Please indicate your business structure (Choose one): ❑ 501(c)(3) ❑ 501(c)(4) Non -Profit Phone Number: Cell Phone Number: Current Non -Profit Address: City: State: FL Zip: Mailing Address, if different from above NOTE: Be sure to provide your preferred mailing address on your completed W9 form; this is where the grant check is mailed if your application is approved. Non -Profit Website: Primary E-mail Address: Primary Executive's Name: Additional Executives' Names: Description of non-profit and products/services offered: 120 Qualifying Questions Was your non-profit registered and operational in Indian River County, FL as of 10/1/2019? Yes No Is your non-profit locally or independently owned? Yes No How many FTE employees, including yourself, does your non-profit have? Full-time (30+ hours/week) Part-time (NOTE: 2 part-time employees equal 1 full-time FTE) Is the non-profit in good standing? (i.e. no active judgements, liens, bankruptcies, arbitration settlements requiring withholding of funds, convicted felons, court costs or criminal victim reimbursement programs) Yes No Have you applied for, or received, ARP grant funding from a municipalityin Indian River County, FL? Yes No Amount of funds you are requesting (maximum $10,000 less any funds previously received per the previous question) Briefly explain how you intend to use the grant funds. NOTE: Funds may not be used for the exact same expense that was previously paid by other federal programs Grant Information This is a .grant program, so no payback is required. Funds may be used for expenses during the period of March 3, 2021 through December 31, 2021. These funds may be considered taxable income, so please contact your tax professional for guidance. There is no deadline to apply. The Indian River County Non -Profit Assistance Grant has a limited amount of funds available and applications will be accepted until funds are exhausted. 121 Funds may not be used for the exact same expense that was reimbursed by another federal program. These are limited funds that will be distributed on a first -submitted and eligible application basis. Please submit your application online in its entirety, including required documentation, to: fsbdc@irsc.edu Tom Kindred, Regional Director Florida Small Business Development Center at IRSC Please scan your application and all required documents into one document (pdf), to send in one email or as one combined file. 122 Grant Compliance If you do not comply with the requirements listed below and submit proper documentation, you will be responsible for repaying the grant in full. Grant recipients must submit supporting documentation that they have registered with Florida SBDC within one month of submission of application as part of the Grant compliance. Click Here to Register By clicking the Submit button below, I agree to the following terms and conditions. The Applicant agrees that neither Indian River County nor the FL Small Business Development Center at IRSC assume any responsibility for the success or failure of the Applicant's existing non-profit. The information in this application is provided for the purpose of applying for the Indian River County Non -Profit Assistance Grant program. The information is accurate to the best of the Applicant's knowledge. The Applicant understands that personal and/or business information may be requested pursuant to this application and herebygrants consent for such information to be provided to Indian River County. I (we) understand that any willful misrepresentation on this application could result in a fine and/or imprisonment under provision of the United States Criminal Code U.S. C. Title 18, Section 1001, and shall entitle the County to receive a return of any funding provided hereunder, in addition to any other remedies it may have against Applicant at law or in equity. I (we) further understand that, pursuant to Section 92.525, Florida Statutes, a person who knowingly makes a false declaration thereunder is guilty of the crime of perjury by false written declaration, a felony of the third degree, punishable as provided in Sections 775.082, 775.083 or 775.084, Florida Statutes. The submitted application, including attachments, is subject to disclosure under Florida's public records law subject to limited applicable exemptions. The Applicant acknowledges, understands, and agrees that, except as noted below, all information in the application and attachments will be disclosed, without any notice to the Applicant, if a public records request is made for such information, and neither Indian River County nor the FL Small Business Development Center at IRSC will be liable to Applicant for such disclosure. 123 Social Security numbers are exempt from the public records law pursuant to Section 119.071, Florida Statutes. If the Applicant believes that the information in their application, including attachments, contains information that is confidential and exempt from disclosure, the Applicant must include a general description of the information and provide reference to the Florida Statute or other law which exempts such designated information from disclosure in the event of a public records request. The County does not warrant or guarantee that information designated by the Applicant as exempt from disclosure is in fact exempt, and if the County disagrees, it will make such disclosures in accordance with its sole determination as to the applicable law. You are authorized to make all the inquiries you deem necessary to verify the accuracy of the information contained herein. Additionally, the Applicant agrees that in the event that money is provided pursuant to this application, the County or its agent shall be entitled to access and audit such records as may be necessary to prevent fraud in this process or ensure compliance with federal requirements. The Applicant shall fully cooperate with the County or its agent and timely respond to any requests for such records. Without limiting the generality of the foregoing, the Applicant specifically acknowledges and agrees that, if awarded funds pursuant to this application, the County, and any duly authorized agents or representative of the County are entitled to examine documentation which concern or relate to this Application at any and all times during normal business hours upon.. request. Under penalties of perjury, I, the Applicant(s), declare that I have read the foregoing application and that the facts provided are true.. I understand that knowingly making a false written declaration may be charged as a felony of the third degree. 124 Acknowledgement & Signature Completion and submission of the application by the Applicant to Indian River County via the FL Small Business Development Center at IRSC is merely a request for grant funds and shall not be construed as an approval nor commitment by Indian River County. Printed Name(s) Authorized Signature(s) Date Please submit your application online in its entirety, including required documentation, to: fsbdc@irsc.edu Tom Kindred, Regional Director FL Small Business Development Center at IRSC Please scan your application and all required documents into one document (pdf), to send in one email or as one combined file.. Click here to register with the FL Small Business Development Center (SBDC) at IRSC The SBDC will notify you if your application is deemed ineligible. Once recommended for approval, the SBDC will forward your application to Indian River County staff for final review and grant disbursement. Please allow approximately 3+ weeks for processing, 125 Eligible 501(c)(3) & (4) Entities EIN NAME (c) MUNICIPALITY 651041953 CENTER FOR SPIRITUAL CARE INCORPORATED 3 City of Vero Beach 134301530 FOOD PANTRY OF INDIAN RIVER COUNTY INC 3 City of Vero Beach 473051354 FOR THE LOVE OF PAWS SENIOR PET SANCTUARY INC 3 Fellsmere 593160354 LAURA RIDING JACKSON FOUNDATION INC 3 City of Vero Beach 651189895 MCKEE BOTANICAL GARDEN INC 3 Indian River County 591764305 RIVERSIDE THEATRE INC 3 City of Vero Beach 273137533 THE BUGGY BUNCH INC 3 City of Vero Beach 591867408 VERO BEACH MUSEUM OF ART INC 3 City of Vero Beach 596159056 VERO BEACH THEATRE GUILD INC 3 City of Vero Beach 650715258 WHOLE FAMILY HEALTH CENTER INC 3 City of Vero Beach 460692758 WOMENS CARE CENTER OF IRC INC 3 City of Vero Beach 650768645 WOMENS REFUGE OF VERO BEACH INC 3 City of.Vero Beach 126 Indian River County Interoffice Memorandum Office of Management & Budget To: Members of the Board of County Commissioners From: Kristin Daniels Director, Office of Management & Budget Date: May 26, 2021 Subject: Miscellaneous Budget Amendment 008 Description and Conditions Consent Agenda SL 1. On April 6, 2021, the Board of County Commissioners approved the annual HUD Grant renewals for Continuum of Care Programs. Exhibit "A" appropriates the FY 20/21 revenues and expenses for these grants. 2. On April 13, 2021, the Board of County Commissioners approved the Small County Outreach Program Grant for milling and resurfacing of 6th Avenue from US 1 to 21St Street in the amount of $1,061,672. Exhibit "A" appropriates the revenue and expense. 3. On April 13, 2021, the Board of County Commissioners approved FDEP Grant 211R1 for Sector 5 in the amount of $326,329. Exhibit "A" appropriates the revenue and expense. 4. The alternator at Treasure Coast Elementary, which is the County's special needs shelter, had to be replaced. Per the agreement with the School District of Indian River County, the County is responsible for Y2 of the cost of any repairs or replacement of the generator. Exhibit "A" appropriates $28,240 from General Fund/Reserve for Contingency. 5. On April 20, 2021, the Board of County Commissioners approved the FWC Grant for $8,150 for the Indian River County Derelict Vessel Removal Project. Exhibit "A" appropriates the revenue and expense. 6. On April 20, 2021, the Board of County Commissioners approved modification #1 to the EMPA subgrant agreement increasing the grant by $23,150. Exhibit "A" appropriates the additional funds to revenue and expense. 7. On May 11, 2021, the Board of County Commissioners approved the Sheriff's request of $55,502 from the DEA Equitable Sharing Fund and $30,000 from the Law Enforcement Trust Fund. Exhibit "A" appropriates these revenues and expenses. 8. On May 4, 2021, the Board of County Commissioners approved the funding of landfill disposal fees for PACE and other community projects. Exhibit "A" appropriates $3,000 from General Fund/Reserve for Contingency to cover the costs. . Staff Recommendation Staff recommends the Board of County Commissioners approve the budget resolution amending the fiscal year 2020-2021 budget. 127 RESOLUTION NO. 2021- A RESOLUTION OF INDIAN RIVER COUNTY, FLORIDA, AMENDING THE FISCAL YEAR 2020-2021 BUDGET. WHEREAS, certain appropriation and expenditure amendments to the. adopted Fiscal Year 2020-2021 Budget are to be made by resolution pursuant to section 129.06(2), Florida Statutes; and WHEREAS, the Board of County Commissioners of Indian River. County desires to amend the fiscal year 2020-2021 budget, as more specifically set forth in Exhibit "A" attached hereto and by this reference made a part hereof, NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, that the Fiscal Year 2020-2021 Budget be and hereby is amended as set forth in Exhibit "A" upon adoption of this Resolution. This Resolution was moved for adoption by Commissioner , and the motion was seconded by Commissioner , and, upon being put to a vote, the vote was as follows: Chairman Joseph E. Flescher Vice Chairman Peter D. O'Bryan Commissioner Susan Adams Commissioner Joe Earman Commissioner Laura Moss The Chairman thereupon declared this Resolution duly passed and adopted this day of , 2021. Attest: Jeffrey R. Smith Clerk of Court and Comptroller Deputy Clerk INDIAN RIVER COUNTY, FLORIDA Board of County Commissioners APPROVED AS TO FORM AND LEGAL SUFFICIENCY BY COUNTY AT NEY Resolution No. 2021 - Budget Office Approval: Kristin Daniels, Budget Director Exhibit "A" Budget Amendment 008 Envy Number Type Fund/ Department/Account Name Account Number Increase Decrease HUD GRANT/COC TRA FL01131-41-1092008 136033-331601-21803 $20,000 $0 HUD GRANT/ALCOHOPE FL01141-41-1092013 136033-331601-21804 $60,000 $0 HUD GRANT/HMIS RENEWAL FL01161-41-1092013 136033-331601-21805 $20,000 $0 Revenue HUD GRANT/NEW CHRONICS FL01191-41-1092013 136033-331601-21806 $100,000 $0 HUD GRANT/COC TRA 2 FL03381-41-1092007 136033-331601-21807 $20,000 $0 HUD GRANT/IR CHRONICS FL03601-41-1092111 136033-331601-21808 $80,000 $0 HUD GRANT/FAMILY RENT FL03801-41-1092006 136033-331601-21809 $20,000 $0 1. HUD GRANT/NEW HORIZONS 2 FL04401-41-1092009 136033-331601-2181.1 $100,000 $0 HUD GRANT/COC TRA FL01131-41-1092008 13616364-036730-21803 $20,000 $0 HUD GRANT/ALCOHOPE FL01141-41-1092013 13616364036730-21804 $60,000 $0 Expense HUD GRANT/HMIS RENEWAL FL01161-41-1092013 13616364-088871-21805 $20,000 $0 HUD GRANT/NEW CHRONICS FL01191-41-1092013 13616364-036730-21806 $100,000 $0 HUD GRANT/COC TRA 2 FL0338L4H092007 13616364-036730-21807 $20,000 $0 HUD GRANT/IR CHRONICS FL03601-41-1092111 13616364-036730-21808 $80,000 $0 HUD GRANT/FAMILY RENT FL03801-41-1092006 13616364036730-21809 $20,000 $0 HUD GRANT/NEW HORIZONS 2 FL04401-41-1092009 13616364036730-21811 $100,000 $0 2. Revenue Secondary Roads/SCOP Grant -6th Ave Resurface 109033-334400-19008 $1,061,672 $0 Expense Secondary Roads/6th Ave Resurface -US 1 to 21st Street 10921441-053360-19008 $1,061,672 $0 Revenue Beach Restoration/DEP Grant -Sector 3 Construction 128033-334301-17001 $226,031 $0 3. Beach Restoration/DEP Grant -Sector 3 Post 128033-334301-15021 $100,298 $0 Expense Beach Restoration/Sector 5 Beach Restoration 12814472-066510-17001 $226,031 $0 Beach Restoration/Sector 5 Post Construction Monitoring 12814472-033490-15021 $100,298 $0 4. Expense General Fund/Facilities Management/Shelter Generator Maint. 00122019-034684 $28,240 $0 General Fund/Reserve for Contingency 00119981-099910 $0 $28,240 5. Revenue Florida Boating Fund/FFWCC Grant -Derelict Vessel 133033-334700 $8,150 $0 Expense Florida Boating Fund/Other Contractual Services 13321072-033490 $8,150 $0 6. Revenue General Fund/EMPA Grant 001033-334232 $23,150 $0 Expense General Fund/EMPA/Emap Fees 00123825-034840 $23,150 $0 Drug Abuse Fund/Sheriff DEA Equitable Share 121035-354240 $55,502 $0 7. Revenue Special Law Enforcement Trust Fund/Confiscated Property 112035-358220 $30,000 $0 Drug Abuse Fund/Sheriff DEA Equitable Share 12160021-099040 $55,502 $0 Expense Special Law Enforcement Trust Fund/Sheriff-Law Enforcement 11260086-099040 $30,000 $0 Expense General Fund/Planning/Other Professional Services 00120415-033190 $3,000 $0 8. General Fund/Reserve for Contingency 00119981-099910 $0 $3,000 129 1 o i W N, INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Jason E. Brown, County Administrator FROM: Dan Russell, Information Technology Director SUBJECT: Final Ranking of Firms and Award of RFP 2021034 for Main and North Library Meeting Room Audio/Video Upgrade DATE: May 27, 2021 BACKGROUND: On behalf of the General Services and Information Technology Departments, a Request for Proposals ("RFP") was issued for equipment and installation to enhance the meeting and collaborative capabilities at the Main and North County libraries. RFPs were advertised on March 3, 2021 and responses received April 7, 2021. ANALYSIS: A selection committee comprised of Tracey Wehking, Director of Library Services, Dan Russell, Director, Information Technology and Randy King, Information Systems & Telecommunications Manager independently evaluated and scored the received proposals in accordance with the RFP document and Purchasing Manual. Evaluation criteria included firm and staff qualifications, project approach, proposed timeline, cost proposal and references. These scores were compiled by the committee and an overall initial ranking of firms developed. The committee decided interviews with all three firms were necessary. At the conclusion of the interviews, the committee members individually ranked the firms in order of preference, compiled their ranking and declared the compiled ranking final. Proposing Firm Location Proposed Price 1. AVI-SPL, LLC Deerfield Beach $113,073.84 2. IM Solutions, Inc. Melbourne $117,805.52 3. Academic Technologies, Inc. Sarasota $101,213.20 FUNDING: During the interviews, all three firms detailed value engineering options they recommend. Staff would like to discuss this option further with the top ranked firm. This value engineering will reduce the final cost of the work, and will be identified prior to execution of the agreement. Funds are available in the CARES ACT Fund/Information Systems/Other Machinery & Equipment, Account # 13924113-066490. 130 RECOMMENDATION: Staff recommends the Board approve the committee's final rankings of firms and award RFP 2021034 to AVI-SPL, LLC, and authorize staff to further negotiate the scope and cost of the work. Staff also recommends the Board approve the sample agreement and authorize the Chairman to sign it after review and approval by the County Attorney as to form and legal sufficiency. Attachment Sample Agreement 131 Sample Agreement Sample Agreement THIS AGREEMENT is by and between INDIAN RIVER COUNTY, a Political Subdivision of the State of Florida organized and existing under the Laws of the State of Florida, (hereinafter called OWNER) and (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1- WORK CONTRACTOR shall complete all Work as specified or indicated .in the Contract Documents. The Work is generally described as follows: Audio Visual Upgrades to Meeting Rooms at Main and North County Libraries ARTICLE 2 - THE PROJECT The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Project Name: RFP Number: Project Address ARTICLE 3 - CONTRACT TIMES 3.01 Time of the Essence Library Meeting Room AV Upgrades 2021034 Indian River County Main Library 1600 21st Street Vero Beach, FL 32960 North Indian River County Library 1001 Sebastian Boulevard Sebastian, FL 32958 A. All time limits for Milestones; if any, Substantial Completion, and completion and readiness for final payment as stated in the specifications are of the essence of the Agreement. 3.02 Days to Achieve Substantial Completion, Final Completion and Final Payment A. The Work will be completed and ready for final payment on or before June 30, 2021. 3.03 Liquidated Damages A. CONTRACTOR and OWNER recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.02 above, plus any extensions thereof allowed in writing as a change order to this Agreement. Liquidated damages will commence for this portion of work. The parties also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated 132 Sample Agreement damages for delay (but not as a penalty), CONTRACTOR shall pay OWNER $388 for each calendar day that expires after the time specified in paragraph 3.02 for completion and readiness for final payment until the Work is completed and ready for final payment. ARTICLE 4 - CONTRACT PRICE 4.01 OWNER shall pay CONTRACTOR for completion of the Work an amount in current funds equal to the sum of the amounts determined pursuant to paragraph 4.01.A and summarized in paragraph 4.01.6, below: A. For all Work, at the prices stated in CONTRACTOR's Bid, attached hereto as Exhibit 1. B. THE CONTRACT SUM subject to additions and deductions provided in the Contract Documents: Numerical Amount: $ Written Amount: ARTICLE 5 - PAYMENT PROCEDURES 5.01 Method of Payment Owner shall make only one payment for the entire amount of the contract when the work has been completed. Upon a determination of satisfactory completion, the COUNTY Project Manager will authorize payment to be made. All payments for services shall be made to the CONTRACTOR by the COUNTY in accordance with the Local Government Prompt Payment Act, as may be amended from time to time (Section 218.70, Florida Statutes, et seq.). 5.02 Acceptance of Final Payment as Release The acceptance by the CONTRACTOR of final payment shall be and shall operate as a release to the OWNER from all claims and all liability to the CONTRACTOR other than claims in stated amounts as may be specifically excepted by the CONTRACTOR for all things done or furnished in connection with the work under this Agreement and for every act and neglect of the OWNER and others relating to or arising out of the work. Any payment, however, final or otherwise, shall not release the CONTRACTOR or its sureties from any obligations under this Agreement, the Invitation to Bid or the Public Construction Bond. ARTICLE 6 - INDEMNIFICATION 6.01 CONTRACTOR shall indemnify and hold harmless the OWNER, and its officers and employees, from liabilities, damages, losses and costs, including, but not limited to, reasonable attorney's fees, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of the CONTRACTOR and persons employed or utilized by the CONTRACTOR in the performance of the Work. ARTICLE 7 - CONTRACTOR'S REPRESENTATIONS 133 Sample Agreement 7.01 In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations: A. CONTRACTOR has examined and carefully studied the Contract Documents and the other related data identified in the Invitation to Bid documents. B. CONTRACTOR has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. CONTRACTOR is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by CONTRACTOR, including applying the specific means, methods, techniques, sequences, and procedures of construction, if any, expressly required by the Contract Documents to be employed by CONTRACTOR, and safety precautions and programs incident thereto. CONTRACTOR does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Contract Documents. G. CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. H. CONTRACTOR has given OWNER written notice of all conflicts, errors, ambiguities, or discrepancies that CONTRACTOR has discovered in the Contract Documents, and the written resolution thereof by OWNER is acceptable to CONTRACTOR. I. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. J. Contractor is registered with and will use the Department of Homeland Security's E -Verify system (www.e- veri ov) to confirm the employment eligibility of all newly hired employees for the duration of this agreement, as required by Section 448.095, F.S.. Contractor is also responsible for obtaining proof of E - Verify registration and utilization for all subcontractors. 134 Sample Agreement ARTICLE 8 - CONTRACT DOCUMENTS 8.01 Contents A. The Contract Documents consist of the following: (1) This Agreement; (2) Notice to Proceed; (3) Certificate(s) of Liability Insurance; (4) Request for Proposals 2021034; (5) Addenda (numbers 1 to 1 , inclusive); (6) CONTRACTOR'S Proposal; (7) Affidavit of Compliance,- (8) ompliance;(8) Sworn Statement Under Section 105.08, Indian River County Code, on Disclosure of Relationships; (9) Certification Regarding Prohibition Against Contracting with Scrutinized Companies; (10) Certification Regarding Lobbying; (11) Certification Regarding Debarment, Suspension Ineligibility and Voluntary Exclusion (15) The following which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto: a) Written Amendments; b) Work Change Directives; c) Change Order(s). ARTICLE 9 - MISCELLANEOUS 9.01 Terms A. Terms used in this Agreement will have the meanings indicated in the Request for Proposals. 9.02 Assignment of Contract A. No assignment by a party hereto of any rights under or interests in the Agreement will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically, stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 9.03 Successors and Assigns A. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 9.04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon 135 Sample Agreement OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 9.05 Venue A. This Agreement shall be governed by the laws of the State of Florida. Venue for any lawsuit brought by either party against the other party or otherwise arising out of this Agreement shall be in Indian River County, Florida, or, in the event of a federal jurisdiction, in the United States District Court for the Southern District of Florida. 9.06 Public Records Compliance A. Indian River County is a public agency subject to Chapter 119, Florida Statutes. The Contractor shall comply with Florida's Public Records Law. Specifically, the Contractor shall: (1) Keep and maintain public records required by the County to perform the service. (2) Upon request from the County's Custodian of Public Records, provide the County with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in Chapter 119 or as otherwise provided by law. (3) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the contractor does not transfer the records to the County. (4) Upon completion of the contract, transfer, at no cost, to the County all public records in possession of the Contractor or keep and maintain public records required by the County to perform the service. If the Contractor transfers all public records to the County upon completion of the contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the contractor keeps and maintains public records upon completion of the contract, the Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the County, upon request from the Custodian of Public Records, in a format that is compatible with the information technology systems of the County. B. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: (772) 226-1424 publicrecords@irc,gov.com Indian River County Office of the County Attorney 180127th Street 136 Sample Agreement Vero Beach, FL 32960 C. Failure of the Contractor to comply with these requirements shall be a material breach of this Agreement. ARTICLE 10 —TERMINATION OF CONTRACT A. The occurrence of any of the following shall constitute a default by CONTRACTOR and shall provide the OWNER with a right to terminate this Contract in accordance with this Article, in addition to pursuing any other remedies which the OWNER may have under this Contract or under law: (1) if in the OWNER's opinion CONTRACTOR is improperly performing work or violating any provision(s) of the Contract Documents; (2) if CONTRACTOR neglects or refuses to correct defective work or replace defective parts or equipment, as directed by the Engineer pursuant to an inspection; (3) if in the OWNER's opinion CONTRACTOR's work is being unnecessarily delayed and will not be finished within the prescribed time; (4) if CONTRACTOR assigns this Contract or any money accruing thereon or approved thereon; or (5) if CONTRACTOR abandons the work, is adjudged bankrupt, or if he makes a general assignment for the benefit of his creditors, or if a trustee or receiver is appointed for CONTRACTOR or for any of his property. B. OWNER shall, before terminating the Contract for any of the foregoing reasons, notify CONTRACTOR in writing of the grounds for termination and provide CONTRACTOR with ten (10) calendar days to cure the default to the reasonable satisfaction of the OWNER. C. If the CONTRACTOR fails to correct or cure within the time provided in the preceding Sub -Article B, OWNER may terminate this Contract by notifying CONTRACTOR in writing. Upon receiving such notification, CONTRACTOR shall immediately cease all work hereunder and shall forfeit any further right to possess or occupy the site or any materials thereon; provided, however, that the OWNER may authorize CONTRACTOR to restore any work sites. D. The CONTRACTOR shall be liable for: (1) any new cost incurred by the OWNER in soliciting bids or proposals for and letting a new contract; and (2) the difference between the cost of completing the new contract and the cost of completing this Contract; (3) any court costs and attorney's fees associated with any lawsuit undertaken by OWNER.to enforce its rights herein. E. TERMINATION FOR CONVENIENCE: OWNER may at any time and for any reason terminate CONTRACTOR's services and work for OWNER's convenience. Upon receipt of notice of such termination CONTRACTOR shall, unless the notice directs otherwise, immediately discontinue the work and immediately cease ordering of any materials, labor, equipment, facilities, or supplies in connection with the performance of this Contract. Upon such termination Contractor shall be entitled to payment only as follows: (1) the actual cost of the work completed in conformity with this Contract and the specifications; plus, (2) such other costs actually incurred by CONTRACTOR as are permitted by the prime contract and approved by the OWNER. 137 Sample Agreement Contractor shall not be entitled to any other claim for compensation or damages against the County in the event of such termination. F. TERMINIATION IN REGARDS TO F.S. 287.135: TERMINATION IN REGARDS TO F.S. 287.135: CONTRACTOR certifies that it and those related entities of CONTRACTOR as defined by Florida law are not on the Scrutinized Companies that Boycott Israel List, created pursuant to s. 215.4725 of the Florida Statutes, and are not engaged in a boycott of Israel. In addition, if this agreement is for goods or services of one million dollars or more, CONTRACTOR certifies that it and those related entities of CONTRACTOR as defined by Florida law are not on the Scrutinized Companies with Activities in Sudan List orthe Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, created pursuant to Section 215.473 of the Florida Statutes and are not engaged in business operations in Cuba or Syria. OWNER may terminate this Contract if CONTRACTOR is found to have submitted a false certification as provided under section 287.135(5), Florida Statutes, been placed on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or been engaged in business operations in Cuba or Syria, as defined by section 287.135, Florida Statutes. OWNER may terminate this Contract if CONTRACTOR, including all wholly owned subsidiaries, majority- owned subsidiaries, and parent companies that exist for the purpose of making profit, is found to have been placed on the Scrutinized Companies that Boycott Israel List or is engaged in a boycott of Israel as set forth in section 215.4725, Florida Statutes. 138 Sample Agreement IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has been delivered to OWNER and CONTRACTOR. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or on their behalf. This Agreement will be effective on 20_ OWNER: CONTRACTOR: INDIAN RIVER COUNTY By: Joseph E. Flescher, Chairman By: Jason E. Brown, County Administrator APPROVED AS TO FORM AND LEGAL SUFFICIENCY: By: Dylan Reingold, County Attorney By: (Contractor) (CORPORATE SEAL) Attest Address forgiving notices: (If CONTRACTOR is a corporation or a partnership, Jeffrey R. Smith, Clerk of Court and Comptroller attach evidence of authority to sign.) Attest: Deputy Clerk (SEAL) Designated Representative: Designated Representative: Name: Name: Titles Title: Address Address: Phone Email Phone: Email: 139 Consent Agenda BCC Meeting June 8,2021 INDIAN RIVER COUNTY, FLORIDA �nI AGENDA ITEM Assistant County Administrator / oatk�� Department of General Services Parks and Recreation Date: May 26, 2021 To: The Honorable Board of County Commissioners Through: Jason E. Brown, County Administrator Michael C. Zito, Assistant County Administrator From: Kevin M. Kirwin, Director, Parks and Recreation Subject: Approval of New License Agreement for Donald MacDonald Park Campground BACKGROUND Donald MacDonald Park Campground is located at 12315 Roseland Road. An Indian River County Sheriff's Office (IRCSO) Deputy has resided at the campground in a mobile home that was personally owned by the resident Deputy. The resident Deputy resigned from the IRCSO in April of 2021. His resignation from the IRCSO terminated his license with the County. Another qualified deputy has purchased the mobile home and garage from the prior resident Deputy and sought a license with Indian River County Parks and Recreation to reside on the property as his primary residence. Indian River County Parks and Recreation and the new deputy have met and agreed to the augmented duties to be assumed when residing on County property. The tenant deputy will enhance the security of Donald MacDonald Campground and Dale Wimbrow Park (the adjoining property) while responding and reporting to the Parks and Recreation Director any incidents or exceptions. Tenant will carry the required liability and personal property insurance levels as detailed in the attached license and cover electric, telephone and cable expenses. The term of this License Agreement shall be two (2) years from the date of approval of this License Agreement by the Indian River County Board of County Commissioners. The term shall be subject to renewal for two (2) additional two (2) year terms, upon the mutual agreement of both Parties. The two renewals may be authorized by the County Administrator or his designee if it is in the best interest of the County. Upon termination of this License Agreement, if Tenant shall fail to remove the mobile home and all of Tenant's personal property, including without limitation the unit, deck, porch, shed, gazebo, etc., within 30 days the County shall have the right to remove the mobile home and other personal property from the Licensed Property. Tenant grants the County a lien upon said personal property for the actual and reasonable costs of removal, storage and disposal. FUNDING: There is no fiscal impact to Indian River County by entering into this license agreement. The water and sewer costs for all parks, including the Deputy residences are budgeted and available in the Parks/Water & Sewer Services account (00121072-034320) in the amount of $42,000 per year140 RECOMMENDATION: Staff respectfully recommends the Indian River County Board of County Commissioners accept the license agreement for Donald MacDonald Park Campground and authorize the chair to execute the same. ATTACHMENT: License Agreement DISTRIBUTION: Tenant Kevin M. Kirwin, Director —Parks and Recreation APPROVED AGENDA ITEM FOR JUNE 8, 2021 141 LICENSE AGREEMENT THIS LICENSE AGREEMENT ("License Agreement") is entered into as of this _th day of June 2021, by and between Indian River County, a political subdivision of the State of Florida, 1801 27th Street, Vero Beach, FL 32960 ("County"), and _, a resident of Indian River County, Florida, 12315 Roseland Road, Roseland, FL 32957, ('Tenant"), as follows: WHEREAS, the County owns and operates the Indian River County Donald MacDonald Campground ("Campground"), and WHEREAS, Tenant is a Deputy Sheriff with the Indian River County Sheriff s Office ("IRCSO"); and WHEREAS, the County seeks to have the presence of a law enforcement officer to provide security for the Campground when closed and during non -work hours of the County's Parks and Recreation employees, to promote the safe and orderly enjoyment of the Campground. Tenant seeks to have a location for his .mobile home residence, and WHEREAS, the prior license was terminated due to the occupant Deputy resigning and selling the personal property (mobile home and garage) to . With this sale the County desires to enter into this new License Agreement. NOW, THEREFORE, for the mutual promises contained herein and other valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the County and Tenant ("the Parties") agree to the terms and conditions set forth in this License Agreement. 1) License. County grants to Tenant a revocable license to use and occupy the real property which property includes a lot with utility connections for a mobile home ("Licensed Property"). Specifically, Tenant is authorized to . use and occupy the Licensed Property solely as a single-family residence for Tenant and his family, and for no other purpose. The Tenant must provide the County with proof of ownership of the mobile home prior to the execution of this License Agreement. 2) Term. The term of this License Agreement shall be two .(2) years from the date of approval of this License Agreement by the Indian River County Board of County Commissioners. The term shall be subject to renewal for two (2) additional two (2) year terms, upon the mutual agreement of both Parties. The two renewals may be authorized by the County Administrator or his designee if it is in the best interest of the County. Upon termination of this License Agreement, if Tenant shall fail to remove the mobile home and all of .Tenant's personal property, including without limitation the unit, deck, porch, shed, gazebo, etc., within 30 days the County shall have the right to remove the mobile home and other personal property from the Licensed Property. Tenant grants the County a lien upon said personal property for the actual and reasonable costs of removal, storage and disposal. 3) License Fee. Provided Tenant performs all terms and conditions of this License Agreement, Tenant shall not be required to pay a license fee. 1 142 4) Tenant's Duties. Tenant shall: a. Park his marked IRCSO assigned vehicle at the Licensed Property when not on duty. b. Respond and report incidents at the Campground and Dale Wimbrow Park (collectively referred to as the "Parks") while at home at the. Licensed Property. c. Daily patrol through the Campground in the assigned marked IRCSO unit once in the daylight hours and once between the hours of 7pm to IOpm. d. Report to the Parks and Recreation Director or his designee any incidents and unsafe conditions observed at the Parks. e. Use the Licensed Property as his primary single-family residence and reside in no other place. f. Maintain the single-family residence in a safe and attractive condition. g. Arrange and pay for (including deposits, if any) electricity, telephone, cable television, etc. h. Commit no act or omission that would result in waste, damage or destruction to any portion ofthe Licensed Property or the Campground. i. Commit no act or omission that would result in a mortgage, encumbrance, lien or other right, title or, interest in the Licensed Property being acquired by any third party. j. Commit no act or omission that would constitute a violation of any applicable local, state or federal law, or a nuisance or annoyance to surrounding properties or owners or occupants of surrounding properties. k. Advise the County immediately of any security issues, damage to the Licensed Property, or any other events or conditions which could result in damage to the. Licensed Property, liability to County, or any other such adverse impact to the Licensed Property or to County. 1. .If Tenant elects to sell on-site mobile home unit and associated personal property, notify County prior to commencing any sale activities and prior to such sale, obtain County's approval of a license with the purchasing party. 5) County's Duties. County shall: a. Commit no act or omission, which would constitute a violation of any applicable local, state or federal law. 2 143 b. Provide and pay the costs of the water and sewer services supplied to the Licensed Premises. 6) Improvements. Tenant shall make no alterations or improvements to the Licensed Property without the express written approval of County, which may be withheld in the sole and absolute discretion of County. This paragraph does not include improvement to his mobile home residence. 7) Condition of the Licensed Premises. The Licensed Property is in "as is" condition without warranty or representation as to its condition. Tenant has examined the Licensed Property and agrees that the Licensed Property is acceptable and suitable for Tenant use. 8) Insurance. a. Tenant shall have a comprehensive general liability insurance policy with respect to the Licensed Property, in the minimum amounts of $100,000 per person and $200,000 per incident, which policy shall . name County as an additional insured. Prior to occupancy, Tenant shall provide County a certificate of insurance confirming that such policy has been obtained and is, in full force and effect, and confirming that such policy will not be cancelled without thirty (30) days prior written notice to County. Such policy shall be primary to any liability insurance obtained by County with respect to the License Property. b. Tenant shall maintain property insurance for mobile home and personal property situated upon said County property to include all perils coverage such as, but not limited to fire, wind, named storms and other hazards. 9) Indemnification. Tenant shall defend; hold harmless and indemnify County, including its commissioners, officers; employees and agents, from and against any and all claims, causes of action, losses, damages, expenses (including reasonable attorney's fees), and other liabilities of any type whatsoever, arising out of or relating to Tenant negligence, intentional misconduct, or violation of this License Agreement or applicable law. 10)Termination. Notwithstanding any other provision herein, either party may terminate this License Agreement upon sixty (60) . days written notice to the other; provided, however, that in the event that County determines in its sole and absolute discretion that Tenant's continued occupation of the Licensed Property . could present a risk of damage or harm to the License Property or persons on the License Property (including, without limitation, Tenant), a risk of liability to County' or otherwise would not be in the best interests of the County, County shall have the right to terminate this License Agreement immediately upon such shorter written notice as County determines in its sole and absolute discretion is appropriate under the circumstances. Tenant is responsible to remove all personal property (mobile home and garage) within sixty (60) days of the termination of this License Agreement. II)Default. In the event of default, the non -defaulting party shall be entitled to all remedies at law or in equity. 3 144 11) Assignment of License. Tenant may not assign this License Agreement without the written permission of the County. Any request to assign this License Agreement must be made in writing to: Director Indian River County Parks and Recreation 1590 9t' Street SW Vero Beach, FL 32962 TENANT: By: Printed Name Witness: INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS By: Joseph E. Flescher, Chairman Date approved: ATTEST: Jeffrey R. Smith, Clerk of Court and Comptroller By: Deputy Clerk Approved as to form and legal sufficiency: Dylan Reingold County Attorney 4 145 Consent Item Indian River County, Florida O Department of Utility Services Board Memorandum Date: May 25, 2021 To: Jason E. Brown, County Administrator From: Vincent Burke, PE; Director of Utility Services Prepared By: John M. Boyer, PE, Utilities Engineer Subject: Work Order No. 41 for Kimley-Horn and Associates, Inc., Oslo Road Improvements 58th Avenue to 82nd Avenue Utility Relocations, FDOT Project 431521-1 Background: The Florida Department of Transportation (FDOT) is in the design phase of the proposed interchange with Oslo Road and 1-95. The project will impact existing Indian River County Department of Utility Services (IRCDUS) water, reuse, and sewer utilities along the Oslo Road and 82nd Avenue rights of way. On July 16, 2019, the Board of County Commissioners (BCC) approved Work Order 18 for Kimley-Horn and Associates, Inc., (KHA) to prepare a utility relocation design. FDOT has announced its intent to move forward with plans to improve Oslo Road from 82nd Avenue east to 58th Avenue. Again, the proposed project will impact existing water, reuse, and sewer utilities along Oslo Road. IRCDUS staff would like KHA to continue design services along the Oslo Road corridor and provide a utilities relocation design under Work Order 41. Analysis: The BCC approved the Continuing Consulting Engineering Services Agreement for Professional Services with KHA on April 17, 2018, and renewed and extended that agreement on May 18, 2021. In accordance with that agreement, KHA will provide professional services to prepare engineering design plans and specifications. Funding: This project is currently budgeted in the Capital Improvements Element (CIE) for next Fiscal Year (FY) 2021/2022. However, the design of this project will be completed this fiscal year in the amount of $218,320. Funds for this project are derived from Utilities operating capital. The Utilities operating fund budget is derived from water and sewer revenues. Description Account Number Amount Oslo Rd Improve — 58th to 82nd 1 471-169000-21548 $ 218,320.00 146 Work Order No. 41 for Kimley-Horn Oslo Road Improvements Utility. Relocations MOT Project 431521-1 Recommendation: Staff recommends the Board of County Commissioners approve Work Order No. 41 with Kimley-Horn and Associates, Inc., for a lump sum amount of $218,320.00. Attachments: 1. Work Order No. 41: Kimley-Horn and Associates, Inc. PagelV F:\Utilities\UTILITY - Engineering\Projects - FDOT\431521-1-52-01 Oslo Road - 58th to 82nd\Admin\WO 41\BCC Agenda Item W041.docx WORK ORDER NUMBER 41 OSLO ROAD INTERCHANGE UTILITY IMPROVEMENT PROJECT This Work Order Number 41 is entered into as of this _ day of , 2021, pursuant to that certain Continuing Contract Agreement for Continuing Engineering Services, dated April 17, 2018, renewed and amended as of May 18, 2021 (collectively referred to as the "Agreement"), by and between INDIAN RIVER COUNTY, a political subdivision of the State of Florida ("COUNTY") and KIMLEY-HORN AND ASSOCIATES, INC. ("Consultant"). The COUNTY has selected the Consultant to perform the professional services set forth on Exhibit A (Scope of Work), attached to this Work Order and made part hereof by this reference. The professional services will be performed by the Consultant for the fee schedule set forth in Exhibit B (Fee Schedule), attached to this Work Order and made a part hereof by this reference. The Consultant will perform the professional services within the timeframe more particularly set forth in Exhibit C (Time Schedule), attached to this Work Order and made a part hereof by this reference all in accordance with the terms and provisions set forth in the Agreement. Pursuant to paragraph 1.4 of the Agreement, nothing contained in any Work Order shall conflict with the terms of the Agreement and the terms of the Agreement shall be deemed to be incorporated in each individual Work Order as if fully set forth herein. EXHIBIT A— SCOPE OF WORK Oslo Road Utility Improvement Project — 82nd Avenue to 58th Avenue In conjunction with the Florida Department of Transportation (FDOT) proposed Oslo Road improvements between 82nd Avenue to 58th Avenue, the COUNTY desires to relocate existing utilities as to avoid conflicts with the proposed roadway improvements. In addition, the County desires to plan (reserve future utility corridor) for potential future reuse and force main improvements over the same project limits. The identified necessary utility relocations consist of the following: • Relocate existing 16" water main along Oslo Road between the existing 82nd Avenue and 58th Avenue, approximately 3.0 miles. • Space plan within the corridor for future force and reuse mains along 82"d Avenue and 58th Avenue, approximately 3.0 miles. A. Utility Plans: The following is the anticipated utility improvement associated within the project limits: 1. The utility plan sheets will be drawn at a scale of 1" = 100' prepared on 11" x 17" sheets. 2. All quantities shall reference FDOT Pay Item Numbers. 148 3. All specifications shall reference the FDOT Specifications for Road and Bridge Construction and/ or Indian River County Utility Standards. Any deviations or special specifications not included in specifications will be provided in the Technical Specifications. 4. It is our understanding that FDOT will provide the currently developed Oslo Road Constructability Submittal plans along with appropriate digital (.dgn) files to facilitate the proposed utility improvements. The proposed utility improvements will be submitted to the COUNTY for review and comment at Preliminary (30%), Constructability (60%), Biddability (90%) and Production (100%) design submittal stages. Review submittals will consist of three (3) hard copies of utility plans along with an opinion of probable construction cost. It is understood that the Consultant will be required to represent the utility improvements as either reimbursable or non -reimbursable improvements. B. Utility Permit: To support the above described utility improvement, the Consultant will prepare and submit a Florida Department of Environmental Protection (FDEP) Specific Permit to Construct Public Water Systems Components and an IRFWCD Application for Utility Construction Permit. Permit agency coordination assumes one (1) request for additional information (RAI) to be received from FDEP and IRFWCD associated with the applications. The Consultant has included the $650 FDEP application fee within the work order fee. The Final Plans will be provided in Autodesk Civil 3D format. It is anticipated that the utility improvement plans will be submitted to the FDOT to review (4 separate submittal reviews) and approve under the FDOT Electronic Review Comment (ERC) System. (THE REMAINDER OF THIS PAGE IS INTENTIONALLY BLANK) 149 FEE SCHEDULE The COUNTY agrees to pay and the Consultant agrees to accept for services rendered pursuant to this Agreement fees inclusive of expenses in accordance with the following: A. Professional Services Fee The basic compensation mutually agreed upon by the Consultant and the COUNTY is as follows: Lump Sum Components Task Labor Fee Utility Plans $ 165,350 Utility Permits $ 7,490 FDOT ERC Submittal/Coordination $ 45,480 Project Total $218,320 (THE REMAINDER OF THIS PAGE IS INTENTIONALLY BLANK) 150 TIME SCHEDULE Upon authorization to proceed by the COUNTY, final design documents are expected to take approximately twelve (12) months from the Notice to Proceed (NTP). NTP contingent upon BOCC approval Preliminary Submittal (30% Design Drawings) 4 months following NTP Constructability Submittal (60% Design Drawings) 7 months following NTP Biddability Submittal (90% Design Drawings) 10 months following NTP Permit Submittal 10 months following NTP Production Submittal (100% Design Drawings) 12 months following NTP (THE REMAINDER OF THIS PAGE IS INTENTIONALLY BLANK) 151 IN WITNESS WHEREOF, the parties hereto have executed this Work Order as of the date first written above. CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. By: By: BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY Brian Good, P.E. Joseph E. Flescher, Chairman Title: Senior Vice President BCC Approved Date: Attest: Jeffrey R. Smith, Clerk of Court and Comptroller By: Deputy Clerk Approved: Approved as to form and legal sufficiency: Jason E. Brown, County Administrator Dylan T. Reingold, County Attorney 152 Consent Item 9P Indian River County, Florida Department of Utility Services Board Memorandum Date: May 11, 2021 To: Jason E. Brown, County Administrator From: Vincent Burke, PE; Director of Utility Services Prepared By: John M. Boyer, PE, Utilities Engineer Subject:. Work Order No. 17 for Kimley-Horn and Associates, Inc. — Amendment 1, 58th Avenue Relocations — 53rd Street to 57th Street Background: In conjunction with roadway improvements to 58th Avenue required to be constructed by Waterway Village, Indian River County Public Works is proposing to replace the bridge over the North Relief Canal. The project will impact existing Indian River County Department of Utility Services (IRCDUS) water and sewer utilities. On July 16, 2019, the Board of County Commissioners (BCC) approved Work Order (WO) 17 for Kimley-Horn and Associates, Inc., (KHA) to'prepare a utility relocation design. In the course of the project, IRCDUS staff have realized a need to replace a segment of existing 8" - diameter force main in the work area along 58th Avenue under 49th Street. Staff would like to amend KHA's approved WO 17 to include the design of the replacement force main. Analysis: On May 18, 2021, the BCC approved the renewal and Amendment No. 1 to the Continuing Contract Agreement for Professional Services with KHA. In accordance with that agreement, KHA will provide professional services to prepare engineering design plans and specifications. Funding: Funds for the project will be derived from the 58t' Avenue Relocations account in the Utilities -operating fund. Utilities operating funds are derived from water and sewer sales. Description Account Number Amount 58" Ave Relocations/53`d-57tH 47126836-044699-19564 $ 33,590.00 153 Work Order No. 17 for Kimley Horn — Amendment 1 581h Avenue Relocations 53`d Street to 57th Street Recommendation: Staff recommends the Board of County Commissioners approve Amendment 1 to Work Order No. 17 with Kimley-Horn and Associates, Inc. for a lump sum amount of $33,590.00. Attachments: 1. Work Order No. 17 Amendment 1- Kimley-Horn and Associates, Inc.. Page154 F:\Utilities\UTILITY - Engineering\Projects - Utility Construction Permits\IRC - 58th Avenue 53rd -57th #4146\Admin\Work Order\WO 17 Amend 1\13CC Agenda Item WO 17add0l.doc AMENDMENT 1 TO WORK ORDER 17 OSLO ROAD INTERCHANGE UTILITY IMPROVEMENT PROJECT This Amendment J --to Work Order Number 17 is entered into as of this day of , 2021, pursuant that certain Continuing Contract Agreement for Continuing Engineering Services, dated April 17, 2018, renewed and amended as of May 18, 2021 (collectively referred to as the "Agreement"), by and between INDIAN RIVER COUNTY, a political subdivision of the State of Florida ("COUNTY") and KIMLEY-HORN AND ASSOCIATES, INC. ("Consultant"). 1. The COUNTY has selected the Consultant to perform the professional services set forth in existing Work Order Number 17, Effective Date—July 16, 2019 2. The COUNTY and the Consultant desire to amend this Work Order as set forth on Exhibit A (Scope of Work) attached to this Amendment and made part hereof by this reference. The professional services will be performed by the Consultant for the fee schedule set forth in Exhibit B (Fee Schedule), and within the timeframe more particularly set forth in Exhibit C (Time Schedule), all in accordance with the terms and provisions set forth in the Agreement. 3. From and after the Effective Date of this Amendment, the above -referenced Work Order is amended as set forth in this Amendment. Pursuant to paragraph 1.4 of the Agreement, nothing contained in any Work Order shall conflict with the terms of the Agreement and the terms of the Agreement shall be deemed to be incorporated in each individual Work Order as if fully set forth herein. IN WITNESS WHEREOF, the parties hereto have executed this Work Order as of the date first written above. CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. By: Print Name: Brian Good, P.E. Title: Senior Vice President BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY By: Joseph E. Flescher, Chairman BCC Approved Date: Attest: Jeffrey R. Smith, Clerk of Court and Comptroller By: Deputy Clerk Approved: Approved as to form and legal sufficiency: Jason E. Brown, County Administrator William K. DeBraal, Deputy County Attorney 155 Amendment 1 to Work Order 17 Kimley-Horn and Associates, Inc. EXHIBIT A— SCOPE OF WORK 581h Avenue Roadway Improvements Utility Relocation Project The COUNTY desires to expand the above identified utility improvements to include the replacement of an existing 8" force main within the 58th Avenue right-of-way in the vicinity of the 49th Street intersection with a 12" equivalent force main. In addition, the proposed force main improvements shall contemplate a future 8" force main along 49th Street such that the force main is constructed sufficiently along 49th Street as to not require future utility construction within the pending improved intersection. A. Utility Plans: The following is the anticipated utility improvement associated within the project limits: 1. The utility plan sheets will be drawn at a scale of 1" = 40' prepared on 11" x 17" sheets. 2. All quantities shall reference FDOT Pay Item Numbers. 3. All specifications shall reference the FDOT Specifications for Road and Bridge Construction and/ or Indian River County Utility Standards. Any deviations or special specifications not included in specifications will be provided in the Technical Specifications. The proposed utility improvements will be submitted to the COUNTY for review and comment at Preliminary (30%), Constructability (60%), Biddability (90%) and Production (100%) design submittal stages. Review submittals will consist of three (3) hard copies of utility plans along with an opinion of probable construction cost. It is understood that the Consultant will be required to represent the utility improvements as either reimbursable or non -reimbursable improvements. Upon final utility plan approval by the COUNTY, the Consultant will prepare the additional utility scope of work into a Change Directive issued to the 58th Avenue utility contractor to solicit pricing associated with the additional utility work. B. Utility Permit: . To support the above described utility improvement, the Consultant will prepare and submit a Florida Department of Environmental Protection (FDEP) Domestic Waste Water Collection /Transmission System Permit and an IRWCD Application for Utility Construction Permit. Permit agency coordination assumes one (1) request for additional information (RAI) to be received from FDEP and IRFWCD associated with the applications. The Consultant has 156 Amendment 1 to Work Order 17 Kimley-Horn and Associates, Inc. included the $250 FDEP application fees within the work order fee. The Final Plans will be provided in Autodesk Civil 30 format. FEE SCHEDULE The COUNTY agrees to pay and the Consultant agrees to accept for services rendered pursuant to this Agreement fees inclusive of expenses in accordance with the following: A. Professional Services Fee The basic compensation mutually agreed upon by the Consultant and the COUNTY is as follows: Lump Sum Components Task Labor Fee Utility Plans $ 28,060 Utility Permits $ 5,530 Project Total $33,590 TIME SCHEDULE Upon authorization to proceed by the COUNTY, final design documents are expected to take approximately eight (8) weeks from the Notice to Proceed (NTP). NTP Biddability Submittal (90% Design Drawings) Permit Submittal Production Submittal (100% Design Drawings) contingent upon BOCC approval 4 weeks following NTP 6 weeks following NTP 8 weeks following NTP 157 Consent Item Indian River County, Florida Department of Utility Services Board Memorandum Date: May 19, 2021 To: Jason E. Brown, County Administrator From: Vincent Burke, PE, Director of Utility Services. Prepared By: John M. Boyer, PE, Utilities Engineer Subject: Work Order No. 2 for Schulke, Bittle & Stoddard, LLC, Floravon Shores Septic to Sewer Design Services Background: Indian River County Department of Utility Services (IRCDUS) has identified the Floravon Shores Community, along 110th Street east of US Highway 1, as a candidate for a septic -to -sewer project. Staff would like to hire local engineering consultant Schulke, Bittle, & Stoddard, LLC (SBS) to provide professional services relative to the design and permitting of the project. Analysis: On April 17, 2018, the Board of County Commissioners (BCC) approved the Continuing Contract Agreement for Professional Services with SBS; and extended that agreement on May 18, 2021. In accordance with that agreement, SBS will provide design and permitting services for the project under Work Order #2, attached. Funding: Funds for this project are derived from the assessment levied against the benefitting properties. Only benefitting properties benefit from the expansion or construction related to the project. The professional services related to Work Order No. 2 for SBS will be paid from the following account: Description Account Number Amount Floravon Shores Septic to Sewer 473-169000-19556 $44,750.00 Recommendation: Staff recommends the Board of County Commissioners approve Work Order No. 2 for Schulke, Bittle, & Stoddard, LLC in the amount of $44,750.00. Attachments: 1. Work Order No. 2: Schulke, Bittle, & Stoddard, LLC F:\Utilities\UTILITY - Engineering\Projects - Capital Projects\19-1206 Floravon Sewer System\Admin\BCC Agenda\21-0518 WO 2\13CC Agenfa Item SBS W02.docx 11 v Page 1 of 1 WORK ORDER NUMBER 2 Septic to Sewer Design Project - Floravon Shores This Work Order Number 2 is entered into as of this _ day of 2021, pursuant to that . certain Continuing Contract Agreement for Professional Services, dated April 17, 2018, renewed and amended as of May 18, 2021, (referred to as the "Agreement"), by and between INDIAN RIVER COUNTY, a political subdivision of the State of Florida ("COUNTY") and Schulke, Bittle and Stoddard, LLC ("Consultant"). The COUNTY has selected the Consultant to perform the professional services set forth on Exhibit 1 (Scope of Work), attached to this Work Order and made part hereof by this reference. The professional services will be performed by the Consultant for the fee schedule set forth in Exhibit 2 (Fee Schedule), attached to this Work Order and' made a part hereof by this reference. The Consultant will perform the professional services within the timeframe more particularly set forth in Exhibit 3 (Time Schedule), attached to this Work Order and made a part hereof by this reference all in accordance with the terms and provisions set forth in the Agreement. Pursuant to paragraph 1.4 of the Agreement, nothing contained in any Work Order shall conflict with the terms of the Agreement and the terms of the Agreement shall be deemed to be incorporated in each individual Work Order as if fully set forth herein. IN WITNESS WHEREOF, the parties hereto have executed this Work Order as of the date first written above. CONSULTANT: BOARD OF COUNTY COMMISSIONERS Schulke, Bittle and Stoddard, LLC OF INDIAN RIVER COUNTY By: By: Joseph W. Schulke, P.E. Joseph E. Flescher, Chairman Title: Managing Member BCC Approved Date: Attest: Jeffrey R. Smith, Clerk of Court and Comptroller By: Approved: Approved as to form and legal sufficiency: Deputy Clerk Jason E. Brown, County Administrator Dylan T. Reingold, County Attorney 159 EXHIBIT `1' SCOPE OF WORK WORK ORDER NO.2 Project Description The proposed project will provide surveying, engineering design and permitting for the construction of a new 8" Gravity Sewer Collection system within Floravon Shores subdivision. The facilities shall provide sewage collection infrastructure to serve the existing home sites and platted lots, and provide stub -outs for future connections and extensions to serve adjacent properties. The gravity sewer main will be constructed from the east end (cul-de-sac) of 110th Street, and run west approximately 7861f to the east side of the intersection of 110th Street and US 1; then the main shall run north along the east right-of-way of US 1 approximately 369 If, where it will then turn east for 51 If, and connect to an existing Indian River County Department of Utility services Sewage Lift station, where the sewage collected will be pumped to the Indian River County Department of Utility services wastewater treatment Plant. The construction will provide existing utility customers that currently only are provided with water service, the ability to connect to the IRC regional wastewater collection and treatment system; and the connection of existing customers to the system will provide opportunities for existing residences to abandon existing septic systems, which shall benefit the environment and water quality enjoyed by all Indian River county residents. Scone of Services Schulke, Bittle & Stoddard, L.L.C. will provide services including surveying, engineering design, preparation of construction plans, preparation and submittal of permit applications, preparation of contract / bid documents, construction administration and periodic construction field inspection for the construction of the new 8" Gravity Sewer Collection system within Floravon Shores subdivision. (see Attachment "A" for location and Attachment `B" for construction cost tabulation). The estimated cost for this project is $434,068.68 ($389,318.68 for construction and $44,750.00 for engineer). In connection with this project, the County will provide the Engineer with a copy of any pertinent . Preliminary Data or Reports; all available drawings in electronic AutoCADD format; all surveys, maps and other documentation in the possession of or reasonably available to the County that are pertinent to the project. Services not included in this scope of services are listed as follows: • Excavation for field verification of actual locations of existing underground utilities and structures. It is requested that Indian River County provide the excavation as directed by Schulke, Bittle & Stoddard, L.L.C. • Any services associated with assisting Indian River County in review and evaluation of patent related disputes, issues, or claims including preparing to serve or serving as a consultant or witness for Indian River County in litigation, arbitration, public or private hearings, or other legal administrative proceedings involving patent related disputes, issues or claims. • Any services in connection with the project not otherwise provided for in this scope of services. In order to execute this project in the most cost effective manner with the most aggressive schedule, Schulke, Bittle & Stoddard, L.L.C. is retaining Houston, Schulke, Bittle & Stoddard, Inc. to prepare a route survey necessary for the design and construction of the project, and will retain KSM Engineering and Testing, Inc., for the geotechnical evaluation of the soils within the project. 160 EXHIBIT`2' FEE SCHEDULE WORK ORDER NO.2 Method and Amount of Compensation Schulke, Bittle & Stoddard, L.L.C., proposes to provide the above Scope of Services based on the following lump sum fees: 1. Surveying: route survey of 110th St and US 1, to include the establishment of a baseline of survey and baseline of construction, location of all existing pavement, utilities and other improvements, and establishment of survey horizontal and vertical control. $4,250.00 2. Geotechnical Evaluation: Soil borings - six borings (3 in C.L. pavement and 3 outside pavement). Cost includes ROW permit required to complete borings. $3,000.00 3. Preliminary Engineering: Consultant coordination; field investigation, documentation review, system (lift station capacity) evaluation, base plan preparation. $6,500.00 4. Engineering design, preparation of Construction Plans & Specifications, preparation and submittal of permit Applications. Preparation of bid documents. Assistance during Bidding, bid evaluation, contract award. $15,000.00 5. Construction Administration (Pre -con, shop review, pay requests, change orders, minor plan modifications, Periodic Construction/Field Inspections, As -Built review, final documentation for close-out and final certifications.) $13,500.00 6. Reimbursables: Reimbursement for payment of direct costs, including Reproduction and application fees. (See below for actual costs) $2,500.00 estimate Total: $44,750.00 Printine and Reproduction The County shall make direct payment to our office for the cost of printing project plan sheets required for utility coordination and for copies of reports, drawings, specifications, and other pertinent items required by federal, state and local agencies from whom approval of the project must be obtained, material suppliers, and other interested parties, but may charge only for the actual cost of providing such copies based on the following tabulation: 8 1/2" x 11" $ 0.12/sheet Blue Line Prints $ 0.333/SF 11" x 17" $ 0.50/sheet Reproducible Sepias $ 0.75/SF 31/2" diskette $ 2.00/each Reproducible Mylars $ 1.00/SF CD $ 4.00/each Application Fees The county shall make direct payment to our office for the actual cost of all construction permit application fees paid to jurisdictional agencies, including but not limited to: • IRC ROW - N/A (IRCDUS does not pay IRC ROW application fees) • FDEP Sewer - $250 • MOT Utility — N/A • FDEP NOI - $400 161 EXHIBIT `3' TIME SCHEDULE WORK ORDER NO.2 Time of Performance The estimated time frame for completion of services from the approval of this Work Authorization is a follows: 1. Surveying, Engineering Design & Preparation of 4'/z Months Construction Plans, specifications and Bid Documents 2. Submittal of Permit Applications and Receipt of permits 1 Month And Bidding/Contract Award (Done Concurrently) 3. Construction 5 Months Remainder of Page Intentionally Left Blank 162 FLORAVON SHORES Concept / Proposal • Coordinate with consultants, obtain proposals • Prepare estimate/ proposal Draftsman / Construction Engineer/Principal Admin/Clerical Manager 1 1 1 2 2 0 Subtotal 3 3 1 Preliminary Engineering • Coordinate with surveyor and geotechnical engineer 0.5 1 0 • Field investigation - locate septic systems/building drains • Letter notifications 0.5 2 1 • Field 8 • Sketch/provide to surveyor 1 2 • Obtain as-builts, lift station data, other documentation 0.5 2 • Review documents 2 1 • Meeting with IRCDUS discuss project specifics 2 0.5 0 • ROW permit for borings/sketches/application 0.5 2 • Prepare existing conditions base drawing in CAD 1.5 8 • Combine base with survey 4 • Lift station capacity evaluation 4 Subtotal 12.5 5.5 26 Final Engineering • Four (4) 20 scale plan / profile drawings 8 2 32 • Lift station plan (rehabilitation/modification) 6 8 • Detail sheets, other sheets 2 12 Subtotal 16 2 52 Permitting • IRCDUS submittal 1 2 1 • FDEP Sewer 1 2 1 • IRC ROW 2 2 2 • Revisions 2 1 4 Subtotal 6 7 8 Bid Docs • Summary of quantities 1.5 4 • Bid doc prep/submit to IRC (use IRCDUS forms provided by IRCDUS) 8 12 1 • Bid doc revisions 1 2 • Pre-bid meeting 3 2 3 • Addendum/RFI 2 2 2 • Bid opening 1.51 • Evaluate bids/recommendation 1.5 1 • BCC - contract approval 1.5 Subtotal 20 19 10 Construction Administration • Pre -Construction Meeting 2 2 2 • Shop drawing review 0.5 2 • Review Pay apps (assume 4) 2 1 4 • Field Observations (assume 15 weeks) 15 5 120 • Review as-builts 0.5 4 • Final Documentation • Permit certs / closeout 2 2 • Recommendation for final payment 0.5 1 1 Subtotal 20.5 11 135 163 164 Draftsman / Construction Summary Engineer/ Principal Admin/Clerical Manager Contract/Proposal 3. 3 1 Preliminary Engineering 12.5 5.5 26 Final Engineering 16 2 52 Premitting 6 7 8 Bid Docs 20 19 10 Construction Administration 20.5 11 135 Total Hours 78 47.5 232 x 165 x 66 x $93.50 Total Fee $12,870.00 $3,135.00 $21,692.00 Total $37,697.00 Consultants Surveyor $4,250.00 Geotechnical $3,000.00 Reimbursables $2,500.00 Other adjustments (Deduction) $2,697.00 TOTAL ESTIMATED COST $44,750.00 164 DO CD W co Q kn �o ATTA[HMFNT 6 1148 Florovon Shores Subdivision Gravity Sewer System Cost Estimate Onsite Engineer's Estimate Unit Quantity Unit Price Total 4' Diameter Manholes - Depth 8'-12' EA 0 $10,010.00 $0.00 4' Diameter Manholes - Depth 4'-8' EA 4 $4,950.00 $19,800.00 8" Gravity Sewer - Depth 8'-12'/Testing LF 0 $156.20 $0.00 8" Gravity Sewer - Depth 4'-8'/Testing LF 1206 $96.80 $116,740.80 8" D.I.P. Gravity Sewer - Shallow Depth < 36" LF 0 $66.00 $0.00 Single Service Lateral EA 2 $1,017.50 $2,035.00 Double Service Lateral EA 8 $1,375.00 $11,000.00 4" PVC Force Main/ Fittings LF 0 $28.60 $0.00 4" HDPE Directional Bore LF 0 $77.00 $0.00 4" Driveway Bore LF 0 $55.00 $0.00 Remove and Replace Shell/Gravel Driveways (at Force Main) LF 0 $26.40 $0.00 Sewer Service Connections House to Street / Abandon Septic Tank EA 27 $3,190.00 $86,130.00 Paved Road Resoration @ Gravity Sewer LF 786 $115.50 $90,783.00 Dirt Road Restoration @ Gravity Sewer LF 0 $44.00 $0.00 Lawn Restoration @ Gravity Sewer LF 420 $6.60 $2,772.00 Construct County Lift Station, Complete and Operable, Concrete Drive & Housekeeping pad LS 0 $203,500.00 $0.00 Maintenance of Traffic LS 1 $6,000.00 $6,000.00 Subtotal $335,260.80 Survey Stake-out/As-Built % 1.50% $335,260.80 $5,028.91 FPL 480 Volt Service LS 0 $22,000.00 $0.00 Subtotall $5,028.91 Other Onsite Subtotal $340,289.71 Offsite 4" PVC Force Main/ Fittings LF 0 $28.60 $0.00 4" HDPE Directional Bore LF 0 $77.00 $0.00 4" Driveway Bore LF 0 $55.00 $0.00 6" PVC Force Main/ Fittings LF 0 $35.20 $0.00 6" HDPE Directional Bore LF 0 $88.00 $0.00 6" Driveway Bore LF 0 $77.00 $0.00 4" Force Main Connection to Existing FM with Wet Tap and 4" Tapping Valve EA 0 $3,036.00 $0.00 6" Force Main Connection to Existing FM with Wet Tap and 6" Tapping Valve EA 0 $3,850.00 $0.00 Remove and Replace Shell/Gravel Driveways (at Force Main) LF 0 $26.40 $0.00 Lawn Restoration @ Force Main LF 0 $6.60 $0.00 Open Cut and Repair at Paved Road LS 0 $3,850.00 $0.00 Dirt Road Restoration @ Force Main LF 0 $26.40 $0.00 Subtotall $0.00 Other Offsite Subtotal $0.00 Total Construction Costsl $340,289.71 Other Contingency % 10% $340,289.71 $34,028.97 Mobilization LS 1 $15,000.00 $15,000.00 Grand Total $389,318.68 . North Half of subdivision appears to have Lift Station and Sewer 166 Consent Agenda e � Indian River County, Florida Department of Utility Services Board Memorandum Date: June 8, 2021 To: Jason E. Brown, County Administrator From: Vincent Burke, PE, Director of Utility Services Prepared By: Matthew W. Jordan, Assistant Director of Utility Services Subject: Groundwater Modeling and Impact Evaluations with CDM Smith, Amendment No. 2 to Work Order No. 5 Descriptions and Conditions: On December 3, 2019, the Indian River County Board of County Commissioners (BCC) approved Work Order No. 5 to CDM Smith (CDM) to provide professional engineering services to update the groundwater modeling to support the Consumptive Use Permit (CUP) 10524 modification. Analysis: In order to support the CUP modification, staff was notified by St. Johns River Water Management District (SJRWMD) that additional model simulations were needed. Amendment No. 1 was requested to provide these groundwater modeling simulations and was approved by the BCC on March 10, 2020, for $23,290. After reviewing the results from the latest modeling, it has been determined Amendment No. 2 is needed to provide additional model simulations to fully determine water quantities that may be available for the Indian River County public water supply. Amendment No. 2 will further evaluate modeling to determine a potential maximum withdrawal using existing wellfields, evaluate modifications to existing wellfields, and identifying potential new wellfield locations. Amendment No. 2 also will adjust the schedule to provide more time for the additional modeling work. The Amendment No. 2 to Work Order No. 5 is provided in accordance with the Agreement for Professional Services Contract No. 2018008 dated April 17, 2018, extended and amended on May 18, 2021. The scope is more specifically described in the attached documentation. The total negotiated cost for the groundwater modeling in Amendment No. 2 to Work Order No. 5 is a sum amount of $42,180. Funding: Funds for this project are budgeted and available in the Other Professional Services account (47123536-033190) in the Utilities/General & Engineering operating fund. Utilities operating funds are generated from water and sewer sales. Description Account Number Amount General & Engineering/Other Professional Services 1 47123536-033190 $42,180 167 F:\Utilities\UTILITY - Engineering\WATER\CUP-10524\Admin\Agenda - Amend No.2 to WO No. 5.docx Recommendation: Staff recommends approval of Amendment No. 2 to Work Order No. 5 and requests that the Board of County Commissioners authorize the Chairman to execute the Amendment on their behalf to engage the services of CDM Smith for a sum amount of $42,180. Attachment: Amendment No. 2 to Work Order No. 5 with CDM. (7 Pages) 168 AMENDMENT 2 TO WORK ORDER 5 GROUNDWATER MODELING AND IMPACT EVALUATION IN SUPPORT OF MODIFICATION OF WATER USE PERMIT NUMBEER 10524 This Amendment 2 to Work Order Number 5 is entered into as of this 8th day of June, 2021, pursuant to that certain Continuing Contract Agreement, dated April 17, 2018, renewed and amended as of May .18, 2021 (collectively referred to as the "Agreement"), by and between INDIAN RIVER COUNTY, a political subdivision of the State of Florida ("COUNTY") and CDM Smith ("Consultant"). 1. The COUNTY has selected the Consultant to perform the professional services set forth in existing Work Order Number 5, effective date December 3, 2019. 2. The COUNTY and the Consultant desire to amend.this Work Order as set forth on Exhibit A (Scope of Work) attached to this Amendment and made part hereof by this reference. The professional services will be performed by the Consultant for the fee schedule set forth in Exhibit B-1 and Exhibit B-2 (Fee Schedules), all in accordance with the terms and provisions set forth in the Agreement. 3. From and after the Effective Date of this Amendment, the above -referenced Work Order is amended as set forth in this Amendment. Pursuant to paragraph 1.4 of the Agreement, nothing contained in any Work Order shall conflict with the terms of the Agreement and the terms of the Agreement shall be deemed to be incorporated in each individual Work Order as if fully set forth herein. IN WITNESS WHEREOF, the parties hereto have executed this Work Order as of the date first written above. CONSULTANT: BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY By: By: Print Name: Eric J. Grotke, PE, BCEE Title: Vice President Joseph E. Flescher, Chairman BCC Approved Date: Attest: Jeffrey R. Smith, Clerk of Court and Comptroller By: Deputy Clerk Approved: Jason E. Brown, County Administrator Approved as to form and legal sufficiency: Dylan T. Reingold, County Attorney 169 EXHIBIT A CCNA-2018 WO NO. 5 AMENDMENT NO.2 FOR INDIAN RIVER COUNTY UTILITIES - ADDITIONAL GROUNDWATER MODELING SIMULATIONS IN SUPPORT OF MODIFICATION OF WATER USE PERMIT NUMBER 10524 This Amendment, when executed, shall be incorporated in and become part of the Agreement for Professional Services (Contract #2018008) between Indian River County (OWNER), and CDM Smith Inc. (CONSULTANT), dated April 17, 2018, extended and amended May 18, 2021, hereafter referred to as the Agreement. PROJECT BACKGROUND The OWNER operates two Water Treatment Plants (WTPs), the South County WTP and North County WTP. The South County WTP withdraws groundwaterfrom seven existing Upper Floridan Aquifer (UFA) production wells, while the North County WTP relies on groundwater from nine existing UFA production wells. OWNERS's existing Consumptive Use Permit (CUP) (10524) currently allows for a total combined groundwater withdrawal allocation of 12.838 million gallons per day [mgd], with 6.438 mgd from the North County wellfield and 6.40 mgd from the South County wellfield. The current CUP expires on October 11, 2031. OWNER has experienced an increase in demand due to population growth and domestic self -supply users switching over to OWNER's water supply. OWNER began a draft application requesting modification of the existing CUP to the St. Johns River Water Management District (SJRWMD) in 2016. Groundwater modeling was performed to determine if there would be impacts on the water resources, environment, or other permitted users due to the anticipated increases in OWNER withdrawals from the UFA. CONSULTANT used a modified version of the South Florida Water Management District (SFWMD) East Coast Floridan Aquifer Model (ECFM) to perform the impact analysis for the UFA. Since the ECFM did not include the Surficial Aquifer System (SAS), the. SJRWMD Coupled Aquifer (COUAQ) model was used to determine the drawdown if any in the Surficial Aquifer System (SAS) due to increased pumping and groundwater level drawdown in the UFA. The groundwater modeling results and analysis were summarized in a report that along with the model input and output files were submitted to the SJRWMD in support of the draft CUP application. SJRWMD staff previously approved the model as the best tool available for UFA uses in the area and the results of the modeling and impact evaluations. Due to the resurgence of development, the OWNER must now modify the permit to account for the new and future demand projections. Based on actual groundwater withdrawals and an approximate 2 percent increase in demands overtime (including an expanded service area), the 2050 demand was calculated to be 23.18 mgd. This is an increase from the existing EOP withdrawal of 12.838 mgd, which was used in the draft 2016 CUP application and the associated groundwater modeling and impact analysis. Smith 170 After the. CONSULTANT received notice -to -proceed for WO No. 5, the OWNER requested that three additional modeling simulations be conducted to determine the withdrawal flow split between the north and south wellfields. Also, the OWNER requested approval from the SJRWMD to use the existing calibrated groundwater models developed by the CONSULTANT in 2016 for the 2020 CUP modification. On January 13, 2020, SJRWMD provided approval for the use of the model but requested that a revised/updated groundwater modeling plan be submitted to the District for review and approval. Amendment 1 was issued to provide the three additional modeling simulations and revision of the 2016 groundwater modeling plan. In addition to North County and South County wellfields, the OWNER is now considering three other groundwater withdrawal alternatives. The first alternative is to move the additional requested allocation to a potential new UFA wellfield on County -owned property in the western part of the County to distribute the pumping, reduce groundwater level drawdown and reduce the potential impacts to existing legal users of the UFA. The second alternative is to move a portion of the requested allocation to the Avon Park Permeable Zone (APPZ) located below the UFA at both the north and south wellfields. The third alternative will consider pumping from the County's existing wellfield at an interim allocation based on short-term projected demand. The OWNERS withdrawal allocation under their exiting CUP is 12.84 mgd from 2021-2031 and does not provide for any growth in demand over this time period. This alternative would provide County time to analyze the first two alternatives and finalize the one to satisfy County's long-term water supply needs. Additional modeling simulations are therefore necessary to determine whether these three new wellfield alternatives will cause any adverse impacts to water resources, environmental resources, and other existing legal users. This Amendment has been developed to provide the additional groundwater modeling services requested by the OWNER. SCOPE OF WORK The following is a description of the work to be provided under this Amendment. TASK 1- ADDITIONAL GROUNDWATER MODELING SIMULATIONS The CONSULTANT will perform three additional groundwater model simulations with the modified ECFM to determine if the three new wellfield alternatives will cause any adverse impacts to water resources, environmental resources, and other legal users. The modified ECFM model was used during previous permit modification attempt in 2016 and has been approved by SJRWMD for use in support of the current CUP modification. The three groundwater modeling simulations will be performed using the End -of -Permit (EOP) withdrawals for all permitted users and OWNER wells pumping at the requested allocation increase. A detailed description of these three simulations is listed below: 1. Simulation 7 (SIM7) — Existing North County and South County wellfield wells will be pumping at their current permitted allocation of 12.84 mgd. The requested additional allocation of 10.34 mgd to will be withdrawn from the proposed West County wellfield. The combined withdrawals from the existing and proposed wellfields will be 23.18 mgd. Other legal user wells within the model domain pumping at their current EOP withdrawal rate, except for the agricultural use wells whose EOP allocations will be adjusted to 5 in 10 -year factors provided by SJRWMD. Smith in 2. Simulation 8 (SIM 8) —Existing North County and South County wellfield wells will be pumping at their current permitted allocation of 12.84 mgd. The requested additional allocation of 10.34 mgd will be evenly split between the two proposed APPZ wellfields, one located near the North County Wellfield and the other located near the South County Wellfield. The combined withdrawals from the existing and proposed wellfields will be 23.18 mgd. Other existing legal user wells within the model domain pumping at their current EOP withdrawal rate, except for the agricultural use wells whose EOP allocations will be adjusted to 5 in 10 -year factors provided by SJRWMD. 3. Simulation 9 (SIMS) - Existing North County and South County wellfield wells will be pumped at a combined pumping rate that affects the smallest number of other existing legal users. This pumping rate will be obtained by an iterative process of increasing the pumping rate from 12.84 mgd until arriving at a pumping rate that produces impacts to the smallest number of other existing legal users. Other existing legal user wells within the model domain pumping at their current EOP withdrawal rate, except for the agricultural use wells whose EOP allocations will be adjusted to 5 and 10 -year factors provided by SJRWMD. Simulations 7, 8, and 9 will be used by the CONSULTANT and OWNER in determining the groundwater level drawdown due to the total proposed OWNER EOP withdrawal occurring from each wellfield. The deliverable for this task will be maps showing the cone of depression (groundwater level drawdown) for each wellfield pumping scenario and contours of cumulative groundwater level drawdown due to pumping. The results of these simulations are for OWNER internal purposes only and will not be submitted to SJRWMD in the groundwater modeling and impact evaluation. TASK 2 - PROJECT AND QUALITY MANAGEMENT Activities performed under this task consist of those general functions required to maintain the project on schedule, within budget, and that the quality of the work products defined within this Work Order is consistent with CONSULTANT's standards and the OWNER's requirements. Specific activities included are identified below: Subtask 2.1- Project Quality Management CONSULTANT maintains a Quality Management System (QMS) on all projects. In accordance with the QMS, a project planning and scope review meeting will be conducted at the start of the project. In addition, the CONSULTANT's Technical Specialists will perform a quality review of the maps identified in Task 1. Subtask 2.2 - Project Status Reports CONSULTANT's project manager.will prepare and submit monthly written status reports with each invoice for an anticipated project duration of 1 month. OTHER SERVICES NOT INCLUDED IN THIS WORK ORDER This Work Order does not include the following items: • Identifying potential wellfield or well locations in the western part of Indian River County; • Identifying potential wellfield or well locations near the South County and North County Wellfields for the proposed APPZ wellfields; and Smith 172 Identifying 10 -year future demand based on population projections and historic demand and water use. OWNER'S RESPONSIBILITIES The OWNER will provide all available data requested by the CONSULTANT for the purpose of completing the aforementioned tasks. The data necessary for this project are, but not limited to the following: • To identify potential locations for an UFA wellfield in the western part of Indian River County. • To identify potential locations for two new APPZ wellfields and wells. One of the new APPZ wellfields will be located near the existing North County Wellfield and another will be located near the existing South County Wellfield. • To provide historic pumping data from North County and South County wellfields. • To provide future demand based on population projections and desired withdrawal split between North County and South County wellfields. The OWNER will also provide a timely review of all work products. SCHEDULE It is anticipated that this Amendment 2 will extend the project schedule by 1 month, starting within two weeks of receipt of a formal notice to proceed (NTP) of this Amendment and receipt of all data requested by the CONSULTANT. The schedule is dependent on the OWNER providing the modeling inputs described in this Amendment. CONSULTANT will prepare an updated detailed schedule within the first 10 calendar days after Notice -to -Proceed of Amendment 2. COMPENSATION AND PAYMENT Compensation for the work described in this Amendment shall be made on the basis of a lump sum fee. The lump sum fee for Tasks 1, and 2, inclusive, is $42,180 as shown in Exhibits B-1 and B-2. The amended Work Order No. 5 lump sum amount is $130,270 CONSULTANT will invoice OWNER on a monthly basis based on percent complete. For invoice purposes only, the value of each task is as shown in the Table 1. Table 1 Estimated Budget for Amendment 2 to Work Order No. 5 TASK VALUE FOR INVOICE PURPOSES TASK DESCRIPTION VALUE 1 Additional Groundwater Modeling Simulations $38,725 2 Project and Quality Management $3,455 TOTAL WORK ORDER NO. 5 AMMENDMENT 2- LUMP SUM $42,180 Smith 173 g o 0 og g o o n n N N N n O N op N 40 b N M '1 ry rvl ti N N O Z N N N y d O O «n I V O N O N O N YOf N O N O 0 N N c V � O C q O O h N N Q O ry�j O Qcs ' N O D H 6 y O O N OO O O O C O yOj M n Q N Q O rt O.2 C Q O N tOD O O C a N d O o H p0 Q N N � � O b O y L d O Q Ci O O O yOj R N N LS ~ N o N d t= O O 'G d N N Q N N O N r N O Q 6 O Q = C O Q Q O O O H N m C v C d a E o d m m y L o O � O � CY d � 9 . O` d L q d `O Q ,y 6 Y Y q F A � F r o a w O 5.0 CE u(n BUDGET INDIAN RIVER COUNTY UTILITIES Amendment No. 2 - ADDITIONAL GROUNDWATER MODELING SIMULATIONS IN SUPPORTOF MODIFICATION OF WATER USE PERMIT NUMBER 10524. Smith 175 As Outlined in the Scope of Services, Description: Exhibit A Reference: Agreement Between Indian River County Utilities and CDM Smith Inc. Labor Category Hours Rate Labor Senior Officer 2 $245 $490 Senior Technical Expert 44 $240 $10,560 Associate 4 $220 $880 Senior Professional 151 $180 $27,180 Senior Support Services 4 $135 $540 Staff Support Services 18 $100 $1,800 Document Control Specialist 4 $95 $380 TOTAL HOURS 227 TOTAL LABOR COST :$41,830 OTHER DIRECT COSTS 350 TOTAL WORK ORDER AMOUNT42 180 Smith 175 Consent Item 8s Indian River County, Florida Department of Utility Services Board Memorandum Date: May 10, 2021 To: Jason E. Brown, County Administrator From: Vincent Burke, PE, Director of Utility Services Subject: Well Field and Alternative Water Supply Evaluation Descriptions and Conditions: Indian River County Department of Utility Services (IRCDUS) owns and operates two ('2) regional potable water treatment plants (WTPs). The South County WTP withdraws groundwater from seven existing Upper Floridan Aquifer (UFA) production wells, while the North County WTP relies on groundwater from nine existing UFA production wells. The groundwater withdrawals from these wells are authorized by a Consumptive Use Permit (CUP) 10524 issued by the St. Johns River Water Management District (SJ RW M D). Analysis: IRCDUS' CUP allows for average daily withdrawals of up to 12.838 MGD. IRCDUS anticipates that expected water demands over the next 20-30 years will require an increase in the CUP allocation to 23.18 MGD, subject to change based on population growth and service area boundaries modifications. IRCDUS desires to obtain additional allocation from sources meeting all of the SJRWMD's CUP criteria. As such, the following conceptual options need to be explored to achieve additional permittable source water supply to the WTPs: 1. Expand IRCDUS's well fields in a way that does not impact existing legal users (ELLIS) 2. This may include a third and/or separate well field located to the west of the existing Hobart (North) and Oslo (South) plant. This third or separate well field may connect to either North County and/or South County WTP's. Alternatively, a new WTP may be constructed to accompany this new well field. 3. Possible deepening UFA wells to APPZ (Avon Park Permeable Zone), or Lower Floridan Aquifer (LFA) at Hobart and Oslo well fields considered: i. North (Hobart) existing UFA well field ii. South (Oslo) existing UFA well field iii. North (Hobart) offsite new UFA/LFA/APPZ well field iv. South (Oslo) offsite new UFA/LFA/APPZ well field Each of these concepts carry impacts to IRCDUS' water system, including capital costs, operating costs, impacts to existing treatment equipment, ability to blend for stabilization, concentrate disposal options, etc. Accordingly, IRCDUS has requested Kimley-Horn & Associates (KHA) to prepare a scope of services to provide an evaluation of these options with respect to the IRCDUS water and potentially wastewater systems. IRCDUS desires a report that outlines these options, presents conceptual costs, describes significant changes to their system, and provides a hierarchy for IRCDUS to utilize moving forward. The 176 F:\Utilities\UTILITY - Engineering\WATER\CUP-10524\Admin\KHA\Agenda - Wellfield and Alternative Water Supply Evaluation.docx report is to be concluded with recommended hierarchy to achieve desired increase in CUP capacity consistent with regulatory requirements: KHA has provided a work scope in accordance with the Agreement for. Professional Services for Water Plant and Water Resources Engineering Services — RFQ 2019070, dated November 5, 2019, by and between Indian River County, and Kimley-Horn and Associates, Inc. KHA will provide professional services for Task 1 through Task 6 on a lump sum fee basis as follows: Task No. Task Task Fee Task 1 Well field Expansion and New Well Field Evaluation 50,576 Task 2 --$ Test Well Evaluation $ 62,224 Task 3 Evaluate Impacts to Operations $ 58,862 Task 4 Indirect Potable Reuse Evaluation $ 37,708 Task 5 Preparation of Options Matrix $ 25,316 Task 6 North County UFA Well Field APT $ 11,744 Total Lump Sum Fee = $246,430 Funding: Funds of $246,430.00 for this project are derived from the Well Field Expansion account in the Utilities Impact Fees/Well Field Expansion (Account Number 472-169000-21550) account. Utilities impact fees are generated from assessments. Description Account Number I Amount Utilities Impact Fees/Well Field Expansion 1 472-169000-21550 1 $246,430.00 Recommendation: Staff recommends approval of Work Order No. 5 and requests that the Board of County Commissioners authorize the Chairman to execute the Work Order on their behalf to engage the services of Kimley-Horn and Associates for a sum amount of $246,430.00. Attachment: Work Order No. 5 with KHA 177 AGREEMENT FOR PROFESSIONAL SERVICES FOR WATER PLANT AND WATER RESOURCES ENGINEERING SERVICES RFQ2019070 &YOTMICITMI-MI. Indian River County Utilities Department Wellfield and Alternative Water Supply Evaluation This Work Order Number _ is entered into as of this _ day of 202, pursuant to that certain AGREEMENT FOR PROFESSIONAL SERVICES FOR WATER PLANT AND WATER RESOURCES ENGINEERING SERVICES RFQ2019070 entered into as of this 5th day of November, 2019 (collectively referred to as the "Agreement"), by and between INDIAN RIVER COUNTY, a political subdivision of the State of Florida ("COUNTY") and Kimley-Horn and Associates, Inc., ("Consultant"). The COUNTY has selected the Consultant to perform the professional services set forth on Exhibit A (Scope of Work), attached to this Work Order and made part hereof by this reference. The professional services will be performed by the Consultant for the fee schedule set forth in Exhibit B (Fee Schedule), attached to this Work Order and made a part hereof by this reference. The Consultant will perform the professional services within the timeframe more particularly set forth in Exhibit C (Time Schedule), attached to this Work Order and made a part hereof by this reference all in accordance with the terms and provisions set forth in the Agreement. Pursuant to paragraph 1.4 of the Agreement, nothing contained in any Work Order shall conflict with the terms of the Agreement. and the terms of the Agreement shall be deemed to be incorporated in each individual Work Order as if fully set forth herein.. IN WITNESS WHEREOF, the parties hereto have.executed this Work Order as of the date first written above. CONSULTANT: By: Print Name: Brian Good Title: Directory Principal BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY By: Joseph E. Flescher, Chairman BCC Approved Date: Attest: Jeffrey R. Smith, Clerk of Court and Comptroller By: Deputy Clerk Approved: Jason E. Brown, County Administrator Approved as to form and legal sufficiency: Dylan T. Reingold, County Attorne EXHIBIT A Wellfield and Alternative Water Supply Evaluation PROJECT UNDERSTANDING Indian .River County Utilities (IRCU) owns and operates two (2) regional Water Treatment Plants (WTPs , Hobart (North) and Oslo (South), that provide potable water to IRCU customers. Each WTP has a wellfield that supplies groundwater from the Upper Floridan Aquifer (UFA) to the WTP. Groundwater withdrawals for treatment are monitored as part of IRCU's Consumptive Use Permit (CUP) through the St. Johns River Water Management District (SJRWMD). IRCU's CUP allows for average daily withdrawals of up to 12.838 MGD. IRCU anticipates that expected water demands over the next 20-30 years will require an increase in the CUP allocation to 23.18 MGD, which may change based on population growth, service area boundaries or other factors such as unaccounted for water losses, etc. IRCU desires to obtain this additional allocation -from sources meeting all of the SJRWMD's CUP criteria. As such, the following conceptual options need to be explored to achieve additional permittable source water supply to the WTPs: 1. Expand IRCU's wellfields in a way that does not impact ELUs 2. This may include a third and/or separate wellfield located to the west of the existing Hobart (North) and Oslo (South). This third or separate wellfield may connect to either North County and/or South County WTPs. Or a new WTP may be constructed to accompany this new wellfield. 3. Possible deepening UFA wells to APPZ (Avon Park Permeable Zone), or Lower Floridan Aquifer (LFA) at Hobart and Oslo Wellfields Considered: i. North (Hobart) existing UFA wellfield ii. South (Oslo) existing UFA wellfield iii. North (Hobart) offsite new UFA/LFA/APPZ wellfield iv. South (Oslo) offsite new UFA/LFA/APPZ wellfield Each of these concepts carry impact to IRCU water system, including capital costs, operating costs, impacts to existing. treatment equipment, ability to blend for stabilization, concentrate disposal options, etc. Accordingly, IRCU has requested Kimley-Horn prepare a scope of services to provide evaluation of these options with respect to the IRC water and potentially wastewater systems. IRC desires a report that outlines these options, presents conceptual costs, describes significant changes to their system, and provides a hierarchy for IRC to utilize moving forward. The report is to be concluded with recommended hierarchy to achieve desired increase in CUP capacity consistent with regulatory requirements. Consultant will utilize -the services of JLA Geosciences to provide hydrogeological professional services for this project. The following scope of services is provided below for this Water Supply Evaluation. BUtilities\UTILITY - Engineering\WATER\CUP-I0524\Admin\KHA\2021.5.1 - FINAL AWS Eval Scope fh 179 MDM_vb.docx Page 1 of 11 SCOPE OF SERVICES Task 1— Wellfield Expansion and New Wellfield Evaluation Consultant will evaluate potential expansion of existing Hobart and Oslo UFA wellfield(s) to include new UFA wells, wellheads, piping, and pumping stations as required as long as this expansion does not impact ELU's. Consultant will evaluate feasibility of a third UFA wellfield for the Hobart WTP and/or expansion of the existing Oslo WTP wellfield. Consultant will also evaluate the need to potentially site a third/western wellfield and potential separate third WTP if that is the only option for use from an E.LU standpoint if the wellfield expansion or deepening at the existing WTP's is not feasible. Consultant will prepare conceptual costs and timelines for this option if needed to be included in the evaluation matrix. Consultant will evaluate potential well sites and. raw water supply based on the following: • IRC owned land • ELU impacts • Potential large landowners and developments • Accessibility for drilling, formation water disposal • Power supply availability • Setback requirements (sanitary, surface waters, contaminants) • Raw watermain routing looping potential • Conceptual sizing of well, well pumps, electrical Consultant will prepare GIS maps that delineate countywide ELUs, respective capacities, and aquifer from which water is withdrawn. The GIS data will be queried to delineate type and capacity of each use, and potential impact from IRCU wells in the vicinity of the ELU's. The GIS information will also be used to overlay existing IRC owned land, zoning maps, rights -of -ways, and setbacks for new wells (i.e., contaminated sites, sanitary setbacks, etc.). It is assumed that IRCU staff can provide some of this GIS information. Consultant will prepare conceptual costs for new wells, wellheads and pumps, raw watermain, booster pumping stations. Site costs will not be included, but if I.RC owned sites are selected, they will be assumed to be negligible. Consultant will prepare a map of proposed wellsites, and conceptual piping arrangement and alignment to supply raw water to both .Hobart WTP and Oslo WTP. Multiple maps may be used to depict multiple layers of information. Up to six (6) different map types may be provided in both electronic and hard copy format (24 x 36 size). Task 2 — Test Well Evaluation of LFA and APPZ @ Oslo and Hobart Consultant will investigate the potential use of the Avon Park Permeable Zone (APPZ) which his part of the lower Upper Floridan Aquifer (UFA), and the Lower Floridan F:\Utilities\UTILITY - Engineering\WATER\CUP-10524\Admin\KHA\2021.5.1 - FINAL AWS Eval Scope fh igo MDM_vb.docx Page 2 of 11 Aquifer, part of the boulder zone (>I0,000 mg/L TDS) as an alternative water supply to supplement the existing UFA via test well evaluation. This task is intended to confirm which of the assumptions. made regarding impacts to water quality is most likely to occur. This work will consist of drilling pilot hole through the existing borehole and logging water quality and yield data. Test well evaluation will provide the following information: • Determine confinement between APPZ, LFA and UFA • Define source water quality and Quantity? • Understand differences in yield/production between UFA, LFA, and APPZ • Define potential leakance between both UFA, LFA, and APPZ Consultant will prepare documents for test well deepening of existing wells N-7 (Hobart) and S-1 (Oslo) and provide coordination with potential well drillers to conduct the work. Consultant will assist IRC purchasing department to solicit price proposals to perform the work. Consultant will respond to reasonable number of questions from prospective bidders. Consultant, along with subconsultant JLA Geosciences, Inc. will review price proposals/bids from contractors and prepare bid review letter. Consultant will review schedule prepared by the Contractor, provide coordination with IRCU operations and subconsultant, JLA Geosciences, and provide oversight of the well deepening procedures and activities. Consultant will provide hydrogeological support and observation services during Upper Floridan Aquifer well deepening, including pilot hole drilling and reaming, geophysical logging, completion interval drilling and associated testing, preliminary well development, acid treatment, pump development and testing, post rehabilitation development testing and specific capacity testing. Consultant will also provide well performance testing, including water level measurements, specific capacity analysis, and basic water. quality testing (conductivity, chlorides, silt density indices—SDI's and sand testing). Consultant will provide up to 140 hours of on-site hydrogeological services (JLA) for well deepening. Consultant will review data and prepare supporting information and technical evaluation into merits of deepening the wells, consisting of the following: • Reverse Air Drilling and field testing for 2 UFA Wells • Geophysical logging and video for 2 wells. • Pump Testing AAPZ/ LFA? • Pumping test UFA (data partially available from North County APT testing — Task 6) • Data review and recommendation for rehabilitation including backfill depth, acid F:\Utilities\UTILITY - Engine ering\WATER\CUP-10524\Admin\KHA\2021.5.1 - FINAL AWS Eval Scope fh 181 MDM vb.doex Page 3of11 treatment plan N7&S1. • Acidization and/or backfill oversight • Development • SDD Testing • Final Video Consultant will respond to contractor questions, provide written responses for IRC to process for the findings from the deepening activities. Consultant will meetings and make onsite site visits for each of the two (2) existing wells to be deepened; provide coordination during construction, review of individual well geophysical and video :logging, review contractor's submittals including acid treatment plan, onsite hydrogeologic observation during critical elements of deepening, well logging. Consultant will prepare a summary technical memorandum including lithologic logs and review of findings. consultant will prepare draft copies of the technical memorandum and prepare and submit a final version based on review comments provided by IRCU and stakeholders involved with the study. Task 3 — Evaluate Impacts to Operations Changes in raw water supply are expected to occur through additional wells, inclusion of a third wellfield, and/or deepening of existing UFA wells. The changes in source water supply will impact operations including raw water pumping, treatment, and disposal of membrane concentrate flows. Consultant will produce reasonable assumptions for impacts from raw water quality that can be expected through deepening and verify assumptions through work conducted under Task 2. Consultant will evaluate source water quality impacts to Hobart and Oslo WTP treatment process through well deepening. Following completion of Task 2, Consultant will review water quality data acquired to confirm which assumptions most closely aligns with the water quality data observed. Consultant will evaluate impacts to the treatment plants consisting of the following: • Pretreatment. • Membrane treatment process • Post-treatment (degasification & off -gas scrubbers) • Electrical system • Chemical and support systems • Plant capacity increase, such as storage, HSP capacity, support systems • Concentrate disposal Consultant, utilizing the services of sub -consultant EW Consultants, will evaluate impacts to concentrate disposal with deepening of the supply wells and the impacts on concentrate water quality. Consultant will evaluate expansion of the North WTP and F:\Utilities\UTILITY - Engineering\WATER\CUP-10524\Admin\KHA\2021.5.1 - FINAL AWS Eval Scope fh 182 MDM_vb.docx Page 4 of 11 impacts to the Spoonbill permit with current disposal capacity limited to 2.0 MGD up to 3.0 MGD, including a potential change in water quality that will occur if the determination to use the LFA for raw water is feasible. Consultant will evaluate the potential of increasing the South WTP capacity and impacts to the 1.5 MGD permit concentrate discharge to the ATS and freshwater disposal, including a potential change in water quality if the determination to use the LFA for raw water is feasible and what impacts this has to the regulatory permit.. Consultant will review the existing demineralized concentrate (DC) permits for Oslo and Hobart to determine the potential and necessity for deep injection well disposal. Consultant will review IRC service area to determine optimal location for deep injection well. It is desired to locate DIW in feasible location for WWTP treated effluent, DC, and potentially leachate disposal. Consultant will evaluate the dual use of the well, costs to construct a new DIW and dual zone monitor well (DZMW) that will be required as part of the DIW. Conceptual costs for a new pipeline will be provided. Pipeline routing study is not included with this evaluation. Task 4 — Indirect Potable Reuse Consultantwill evaluate conceptually aquifer storage and recovery (ASR) and indirect potable reuse (IDPR) at the regional wastewater treatment plant to provide additional source water for potable treatment. The desktop study will evaluate the anticipated treatment and associated cost required to recharge the Upper Floridan Aquifer with reclaimed water from the wastewater treatment plant and include potential options for advanced treatment and associated costs to utilize this water resource for potable water treatment either at the :Oslo Plant or at a new water treatment plant. Evaluation will consist of ASR feasibility; expected aquifer characteristics for the ASR application;. the likely permitting requirements and timeframes to permit, number of ASR wells required, expected flows and associated costs for construction and operations; deep injection well requirements for concentrate disposal potential other applications; water treatment options; water transmission requirements; and estimated costs. Consultant will also review current and prospective future regulations, establishing water quality goals/parameters for the reclaimed water and advanced treated water, identification of advanced water treatment alternatives, and analysis of site conditions to ascertain the feasibility of integrating advanced treatment of reclaimed water at the either the West WWTP (6 MGD rating) or the Central WWTP (4 MGD rating This evaluation will be used to develop conceptual alternatives for the implementation of advanced treatment.at either facility. Consultant will review existing and historical direct and indirect potable reuse projects throughout the United States. The treatment technologies currently used, and respective FAUtilities\UTILITY - Engineering\WATER\CUP-10524\AdminCKHA\2021.5.1 - FINAL AWS Eval Scope fh )1g3 MDM_vb.docx Page 5 of 11 results will be. summarized and reviewed for consideration in developing alternatives for WUD's evaluation for pilot and full-scale applications. The Consultant will evaluate up to three (3) treatment options as follows: o description of each process train and process units, o advantages and disadvantages of each option, o regulatory requirements, o public health and water quality criteria, o experience within the industry, o managerial best practices topics o number of installations, o lessons learned from past and existing facilities, o technical and operational components, Consultant will prepare a draft and final summary report including summary of findings, recommended alternative for treatment consideration, and implementation plan for the selected alternative for a 2.0 and 4.0.M.GD treatment process facility. IRCU will provide current reuse agreements with bulk customers that will need to be offset from the IDPR capacity. CONSULTANT will submit six (6) copies (draft and final) of each report to IRCU for review. Review comments will be assimilated into the final report. Task 5 — Preparation of Options Matrix Consultant will review existing previously prepared reports regarding water supply studies. Consultant will tabulate information from the hydrogeologic modeling scenarios. Consultant will identify locations and capacity limitations for additional UFA wells within the respective Hobart and Oslo wellfields. Consultant will identify. locations and capacity limitations associated with options for a third and/or fourth, standalone wellfield. These options will consist of: • UFA wellfield expansion (Hobart and/or Oslo) • Deeper (LFA/AAPZ) aquifer supply wellfield/supply • IDPR Consultant will establish preliminary criteria for the third/fourth UFA wellfield to transfer raw water to the Hobart WTP or Oslo. WTP. Consultant will review and evaluate each of these options in whole or as supplements that lead up to a combined total 10.5 MGD of capacity allocation that would replace UFA capacity from the North Hobart WTP UFA wellfield. FAUtilities\UTIL.ITY - Engineering\WATER\CUP-10524\Admin\KHA\2021.5.1 - FINAL AWS Eval Scope fh 184 MDM_vb.docx Page 6 of 11 Consultant will present high level costs, estimated impacts to treatment and treatment equipment,. operational impacts associated with feasible scenarios. Consultant will summarize findings in a tabulated format and include graphs, tables, and maps as necessary. Consultant.will prepare a brief technical memo supporting the Well Options Matrix, along with high level recommendations that support the matrix. The matrix table will include options with the following criteria: • Advantages/disadvantages • Impacts to treatment • Intangibles such as permitting, operating cost impacts, long-term sustainability, etc. • Impacts to distribution system • Capital costs • Schedule impacts Consultant will attend two (2) review meetings with IRC staff to discuss the findings from the Options Matrix. The first meeting is intended to discuss the draft matrix prior to completion of Task 2 and the second meeting is intended to finalize the matrix following completion of Task 2. Consultant will prepare and distribute meeting minutes to project team. Consultant recognizes that CDM is assisting IRCDU in this analysis by performing groundwater modeling of various potential wellfield locations and depths. Consultant will provide.information and assistance to CDM to ensure such groundwater modeling is performed accurately and timely. Task 6 — North County Upper Floridan Aquifer Performance Testing APT) & Analysis Consultant will conduct groundwater modeling evaluation of the Hobart wellfield APT with CDM Model and Reporting, consisting of a review and evaluation of the existing CDM model and modification of the CDM Model to simulate the Hobart APT during the same time period and pumping conditions as used for the previous JLA model and APT evaluation. Following model simulations, Consultant, along with JLA' support generate a. brief technical memorandum to be submitted electronically summarizing the evaluation procedure, and results. F:\Utilities\UTILITY - Engineering\WATER\CUP-10524\Admin\KHA\2021.5.1 - FINAL AWS. Eval Scope fh 185 MDM vb.docx Page 7 of 11 TIME SCHEDULE Consultant will conduct all tasks in a mutually agreed upon schedule with the following assumptions: TASK Time Frame from NTP Task 1— Wellfield Expansion and New Wellfield Evaluation 4 — 6 weeks Task 2 — Test Well Evaluation of LFA and APPZ @ Oslo and Hobart 2 — 4 weeks (Well Driller Activity by others) 6 — 8 months Final Report 7 — 9 months Task 3 — Evaluate Impacts to Operations (Update with APPZ water quality Task 4 — Indirect Potable Reuse Task 5 — Preparation of Options Matrix (Update with APPZ data, Final Report) Task 6 — North County UFA Wellfield APT FEESCHEDULE 6 —10 weeks 6 -8 months 8 —10 weeks 8 -12 weeks 7 — 9 months 4 weeks We will provide these services in accordance with our Agreement for Professional Services for Water Plant and Water Resources Engineering Services - RFQ 2019070, dated November 5, 2019, by and between INDIAN RIVER COUNTY, a political subdivision of the State of Florida ("COUNTY") and Kimley-Horn and Associates, Inc., "Consultant"). The Consultant will provide professional services for Task 1 through Task 6 on a lump sum fee basis as follows: Task No.: Task Task Fee Task 1 Wellfield Expansion and New Wellfield Evaluation $ 50,576 Task 2 Test Well Evaluation $ 62,224 Task 3 Evaluate Impacts to Operations $ 58,862 Task 4 Indirect Potable Reuse Evaluation $ 37,708 Task 5 Preparation of Options Matrix $ 25,316 Task 6 North County UFA Wellfield APT $ 11,144 Total Lump Sum Fee = $246,430 FAUtilities\UTILITY - Engineering\WATER\CUP-10524\Admin\KHA\2021.5.1 - FINAL AWS, Eval Scope fh 186 MDM_vb.docx Page 8 of 11 ADDITIONAL SERVICES The following services are not included in the Scope of Services for this.project, but may be required depending on circumstances that may arise during the execution of this project. Additional services include, but may not be limited to the following: • Pilot Testing of treatment options • Design document preparation • Meetings beyond what is described herein • Additional permitting support and responses to agencies • Groundwater modeling to be provided by: others F:\Utilities\UTILITY - Engineering\WATER\CUP-10524\Admin\KHA\2021.5.1 - FINAL AWS Eval Scope fh 187 MDM vb.docx Page 9 of 11 F:\Utilities\UTILITY - Engineering\WATER\CUP-10524\Admin\KHA\2021.5.1 - FINAL AWS Eval Scope fh MDM_vb.docx 188 Page 10 of 11 EXHIBIT B ESTIMATE FOR ENGINEERING SERVICES PROJECT: IRCU Water SupplyEvaluation I I I I 1 1 I I I 4.15.21 C11ENT:Indian River County Utilities I I f I I I ) I l ESTIMATOR MDM DESCRIPTION: I DIRECT LABOR MAN-HOURS I I I 1 I I Wellfield WaterSuVllEval--ion SET REG LINE -� PRINC PROF PROF DES PROF 1/2 CLR EXP SUB TOTAL MDM FH NB SS c dc/ c/a NO. TASK I WELLFIELD EXPANSION NEW WELLFIELD EALUATION Coflect data on existing potential wellsites 6 8 8 2 $3,87-{ Evaluate wcflsees 8 18 4 _ $5,064 GIS data input and map prepation 4 8 16 30 6 $10,274 Raw watemtain.routkg 6 8 12 4 6 $6,070 1 Generate maps 6 6 6 16 4 6 55,794 HYDROGEO ILA 19,500 -� $19,500 f 2 TEST WELL EVALUATION @ Oslo and Hobart Coordination with well drillers 6 Prepare documents for deepening/testing 6 16 24 10 20 12 $500 550,5761 56,03 57,688 HYDROGEO ILA 48,500 548,500 562224 -� 3 EVALUATE IMPACTS TO OPERATIONS Evahlete cts to cxstine treatment -Prepare fist of costs, changes too rations 6 12 24 241 30 30 6 8 6 8 512,834 814,724 DIW S costing, usage descrotion 4 12 12 4 $500 56,304 i Electrical CW 10,000 s10,000 1 EW Consultants 15,000 $15,000 s58,8621� 4 INDIRECT POTABLE REUSE EVAL Site review of2.WWTPfor potential potable reuse 6 12 8 $500 S4,456 Review treatment options 8 201 40 12 813,572 Prepare briefinerno recommendations HYDROGEO ILA 8 12 16 12 12,500 87,180 512,500 537,708 5 OPTIONS MATRIX AND MEMO -� Prepare matroc of Options table 12 24 8 5500 S7,780 meetings 6 10 - 8 53,640 Preparebriefinemo recommendations 12 20 16 12 59,396 HYDROGEO JLA 4,500 $4,500 S25,316! 6 INORTH COUNTY UFA APT I Meetings 6 4 S1,744 HYDROGEO (JLA 510,000 P$1216,430 - 11,744 7'OTALHOURS 122 96 290 102 16, 138 52,000 $ 5246,430 5246,430 LABOR VHOUR 1 238 220 158 152 128 79 so -~ SUBTOTAL! 29036 21120 45820 15504 2049 10902 2000 SO , F:\Utilities\UTILITY - Engineering\WATER\CUP-10524\Admin\KHA\2021.5.1 - FINAL AWS Eval Scope fh MDM_vb.docx 188 Page 10 of 11 CONSENT:. 6/8/2021 RT Office of INDIAN RIVER COUNTY Dylan Reingold, County Attorney William K. DeBraal, Deputy County Attorney Susan J. Prado, Assistant County Attorney MEMORANDUM TO: Board of County Commissioners FROM: Susan J. Prado - Assistant County Attorney DATE: May 18, 2021 ATTORNEY SUBJECT: Resolution Cancelling Taxes on Property Purchased from Jeta Ranch, LLC for Public Purpose: 66h Avenue Right -of -Way Resolution has been prepared for the purpose of earmarking the public use of the property and cancelling any delinquent, omitted or current taxes which may exist on the following property purchased by Indian River County: Public Purpose: Location/Description: Purchased from: Instrument: FUNDING: Right-of-way 66"' Avenue Jeta Ranch, LLC Warranty Deed There is no cost associated with this item. RECOMMENDATION: Authorize the Chairman of the Board of County Commissioners to execute the Resolution to cancel certain taxes upon the property purchased by Indian River County for a public purpose, and the Clerk to send a certified copy of the Resolution to the Tax 189 Collector and the Property Appraiser so that any delinquent or current taxes can be cancelled. /nhm Attachments: Resolutions cc: Carole Jean Jordan - Tax Collector Wesley Davis - Property Appraiser 190 purchased from Jeta Ranch LLC public purpose: 66th Avenue Right -of -Way part of tax parcel 31739-32-00000-5000-00008.0 RESOLUTION NO. 2021- A RESOLUTION OF INDIAN RIVER COUNTY, FLORIDA, CANCELLING CERTAIN TAXES UPON PUBLICLY OWNED LANDS, PURSUANT TO SECTION 196.28, FLORIDA STATUTES. WHEREAS, section 196.28, Florida Statutes, allows the Board of County Commissioners of each County to cancel and discharge any and all liens for taxes, delinquent or current, held or owned by the county or the state, upon lands heretofore or hereafter conveyed to or acquired by any agency, governmental subdivision, or municipality of the state, or the United States, for road purposes, defense purposes, recreation, reforestation, or other public use; and WHEREAS, such cancellation must be by resolution of the Board of County Commissioners, duly adopted and entered upon its minutes properly describing such lands and setting forth the public use to which the same are or will be devoted; and WHEREAS, upon receipt of a certified copy of such resolution, proper officials of the county and of the state are authorized, empowered, and directed 191 RESOLUTION NO. 2021 - to make proper entries upon the records to accomplish such cancellation and to do all things necessary to carry out the provisions of section 196.28, F.S.; NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, that any and all liens for taxes delinquent or current against the following described lands which were purchased by Indian River County from Jeta Ranch LLC, a Florida limited liability company, for 66th Avenue right-of-way, are hereby cancelled pursuant to the authority of section 196.28, F.S. See Warranty Deed describing lands, recorded in O.R. Book 3423, Page 339 of the Public Records of Indian River County, Florida. The resolution was moved for adoption by Commissioner , and the motion was seconded by Commissioner , and, upon being put to a vote, the vote was as follows: Commissioner Joseph E. Flescher Commissioner Peter D. O'Bryan Commissioner Susan Adams Commissioner Joseph. H. Earman Commissioner Laura Moss The Chairman thereupon declared the resolution duly passed and adopted this day of June, 2021. 192 RESOLUTION NO. 2021 - BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY, FLORIDA Joseph E. Flescher, Chairman ATTEST: Jeffrey R. Smith, Clerk of Court and Comptroller Deputy Clerk Tax Certificates Outstanding X Yes No Current Prorated Tax Received and Deposited with Tax Collector $0.00 Approved as to form and legal sufficiency: By: Susan J. Prado Assistant County Attorney 193 k), INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Jason E. Brown, County Administrator FROM: Richard B. Szpyrka, P.E., Public Works Director SUBJECT: Award of Procurement for Thermoplastic Pavement Marking Application System DATE: May 27, 2021 DESCRIPTION AND CONDITIONS Indian River County Public Work's thermoplastic pavement marking application system (System) is thirteen years old and has reached end of life. The equipment has experienced a number of breakdowns and is cost prohibitive to maintain. The replacement of the System is programmed in the fiscal year 2020-2021 budget. The System is used by Traffic Operations Staff to refurbish and install new pavement markings. The System consists of two 1,500 pound air jacketed pre-melter tanks, gate lift, LED arrow -board, and walk behind thermoplastic applicator. The System is mounted on a 14,000 pound capacity trailer. The new System will pre -heat the thermoplastic with diesel fired burners. The existing system utilizes propane fired burners. The change in pre -heater fuel type will improve productivity as it allows staff to refuel the System on an as needed basis without waiting for a third party vendor to refuel the pre -heater's propane tank. Quotes were obtained for the walk behind applicator (a.k.a. hand -liner) and also for the permanently affixed trailer mounted System components. The quotes are as follows and are available for review in Public Works Traffic Engineering: Walk behind applicator (a.k.a. hand -liner): • Traffic Supplies and Distribution $7,360.00 • Striping Supply Services Inc. $9,256.25 • Florida Transcor, Inc. $16,678.00 • Centerline $18,145.00 • Trantex $19,550.00 Permanently affixed trailer mounted components: • M -B Companies Inc. $72,015.30 • Striping Supply Service Inc. $73,095.00 • Florida Trancor, Inc. $82,050.00 • Centerline $85,965.00 • Trantex $92,685.00 The system is a not an off the shelf purchase as the System is custom designed and fabricated. Purchasing Staff researched the use of cooperative contracts to procure the System, but was not successful. While obtaining quotes for the system, staff found that a cost savings could be obtained by obtaining quotes for the two major components of the system. Since the total of the two major components are above the County Administrators approval limit, staff is presenting this to the Board for action. 194 Page 2 Award of Procurement for Thermoplastic Pavement Marking Application System June 8, 2021 BCC Meeting FUNDING Funding for the System in the amount of $79,375.30 is available in the 2020-2021 Traffic Engineering Other Machinery and Equipment Account #11124541-066490. RECOMMENDATION Staff recommends the Board of County Commissioners approve the purchase of the Thermoplastic Pavement Marking Application System in the amount of $79,375.30 and authorize the Purchasing Division to issue a Purchase Order to Traffic Supplies and Distribution in the amount of $7,360.00 for the walk behind applicator. Staff also recommends the Board authorize the Purchasing Division to issue a Purchase Order to M -B Companies Inc. in the amount of $72,015.30 for the permanently affixed trailer mounted System components, after final review and approval of any mutually accepted terms and conditions by the County Attorney as to form and legal sufficiency. Agenda Item for June 8, 2021 195 INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Jason E. Brown, County Administrator THROUGH: Richard B. Szpyrka, P.E., Public Works Director James W. Ennis, P.E. PMP, Assistant Public Works Director FROM: Michael L. Heller, Project Specialist SUBJECT: Award of Bid No: 2021036 Indian River County Courthouse Roof Replacement IRC -1764 DATE: May 13, 2021 DESCRIPTION AND CONDITIONS v On April 18, 2014 the Board of County Commissioners approved a Professional Services Agreement with Jay Ammon Architect, Inc. to perform roofing consultation services to include evaluations of existing roofing conditions, design solutions for remedial work, design solutions for roof replacement, preparation of design documents, and project management. On November 6, 2017 Jay Ammon Architect, Inc. submitted a proposal for the design, assistance in bidding, and construction administration for replacement of the Courthouse roof, including coordination with an ongoing Courthouse seal and wall restoration project. Following the completion of design for the new roof, the project was advertised and a bid opening was held on April 29, 2021. Two (2) qualified bids were received. A detailed tabulation of the bids is on file and available for viewing in the County Engineering Division. The two successful bidders and their respective bids are as follows: COMPANY BID Atlantic Roofing II of Vero Beach Vero Beach, FL $1,525,630.19* Vero Beach Roofing, Inc. Vero Beach, FL $2,250,717.85* *Denotes errors on bid form Atlantic Roofing II of Vero Beach, Inc. is considered to be the lowest, responsive, responsible bidder for the project with a bid totaling $1,525,630.19. This bid is $242,262.81 below the engineer's cost estimate of $1,767,893.00. 196 Upon checking references, County Staff, incoordination with Jay Ammon Architect, Inc. staff, has determined that Atlantic Roofing II of Vero Beach, Inc. has successfully completed similar construction projects. 10101710110 Funding of $400,000.00 is budgeted in Account No.31522019-066510-16029/Optional Sales Tax, Facilities Mgmt/Courthouse Roof and available for the project by transferring additional unused funds from a road project for $1,125,630.00. RECOMMENDATION Staff recommends that the project be awarded to Atlantic Roofing II of Vero Beach, Inc. in the amount of $1,525,630.19 and requests that the Board of County Commissioners approve the sample agreement and authorize the Chairman to execute said agreement after receipt and approval.of the required Public Construction Bond and Certificate of Insurance, and after the County Attorney has approved the agreement as to form and legal sufficiency. ATTACHMENTS Sample Agreement. APPROVED AGENDA ITEM FOR JUNE 8, 2021 F:\PublicWorks\ENGINEERING DIVISION PROJECTS\1764 IRC Courthouse Roof Replacement\1-Admin\Agenda Items\Award of 3id\IRC-1764_AOB_20210430.doc 197 Month xx, 2020 via Email Company Address Address Email address SECTION Q052Q-Agreement (Public TABLE OF CONTENTS ---'2 ARTICLE THE PROJECT -----.2 ARTICLE ENGINEER — ......................... 2 ARTICLE C(JNTRACTT|[WE ---'��-----------2 _ARTICLE_ CONTRACT PR___' ________________._ ARTICLE 6 PAYM----------------.3 ARTICLE |NOEK8N|F| ------------------4 ARTICLE O ------------------4 -------------------------8 ' 7' ^~~~`~`--------------------------- [THE REMAINDER OF THIS PAGE WAS LEFT BLANK INTENTIONALLY1 198 SECTION 00520 - Agreement (Public Works) THIS AGREEMENT is by and between INDIAN RIVER COUNTY, a Political Subdivision of the State of Florida organized and existing under the Laws of the State of Florida, (hereinafter called OWNER) and (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1 - WORK 1.01 CONTRACTOR shall complete all Work as specifie Documents. The Work is generally described as follows: The project involves the replacement of Indian River County Courthouse, located at 200 project includes the removal and disposal of - 48,750 square feet) including flashings and she insulating concrete deck. The existing roof sys bitumen roofing assembly to provide a compl system. , \� t 2.01 The Project for which`i part is generally descri Project Name: County Project IN Bid Number: Project Address: ARTICLE,3 - ENGIN e`\low slope roofii 6=h�A,venue, Vero i existingroof Sy eta/ down to the n will be replaced in the Contract of the 0. The ting light weight J a new modified warrantable roof may be the whole or only a 3.01 The Indian River County Public Works Department is hereinafter called the ENGINEER and will act as OWNER!s representative, assume all duties and responsibilities, and have the rights and authority' assigned to ENGINEER in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents. ARTICLE 4 - CONTRACT TIMES 4.01 Time of the Essence A. All time limits for. Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Days to Achieve Substantial Completion, Final Completion and Final Payment 199 A. The Work will be substantially completed on or before the 150"' calendar day after the date when the Contract Times commence to run as provided in paragraph 2.03 of the General Conditions, and completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions on or before the 180' calendar day after the date when the Contract Times commence to run. 4.03 Liquidated Damages A. CONTRACTOR and OWNER recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 4.02 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. Liquidated damages will commence for this portion of work. The parties also recognize the delays, expense, and difficulties,mvolved in proving in a legal proceeding the actual loss suffered by OWNER if the Work s poi completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty), CONTRACTOR shall pay OWNER $1,690.00 for each calendar day that expires after �the time specified in paragraph 4.02 for Substantial Completion until the Work—is—substantially complete��Affer/Substantial Completion, if CONTRACTOR shall neglect; refuse, or fail\to complete the remaining Work within the Contract Time or any, proper extensioNhereof granted by OWNER, CONTRACTOR shall pay OWNER 1°690.00 for each calendar, dayfthat expires after the time specified in paragraph 4. for completion and readiness for�final payment until the Work is completed and ready for final, ayrnen� y``' ARTICLE 5 - CONTRACT PRICE 5.01 OWNER shall pay�CONTRACTOR for completion of the Work in accordance with the Contract Documents�an�amo`unt�in\cu�rent"#funds equal to the sum of the amounts determined pursuant to para graph „5.01`A and summarized in paragraph 5.01.13, below: A. For all Work,, �kheprices Bid, attached hereto as an exhibit. B. ,THE-CONTRACT\SUM subject to additions and deductions provided in the Contract: � Numerical Written Amoant: \ J ARTICLE 6 - PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments A. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions and the Contract Documents. 200 6.02 Progress Payments. A. The OWNER shall make progress payments to the CONTRACTOR on the basis of the approved partial payment request as recommended by ENGINEER in accordance with the provisions of the Local Government Prompt Payment Act, Florida Statutes section 218.70 et. seq. The OWNER shall retain five percent (5%) of the payment amounts due to the CONTRACTOR until final completion and acceptance of all work to be performed by CONTRACTOR under the Contract Documents. 6.03 Pay Requests. A. Each request for a progress payment shall be/submitted on the application provided by OWNER and the application f or/p'ayment shall contain the CONTRACTOR'S certification. All progress payments will be on the basis of progress of the work measured by the schedule of values established, or in the case of unit price work based on the number of units�completed. 6.04 Paragraphs 6.02 and 6.03 do not apply to construction services<work-purcl are paid for, in whole or in part, with(fede'ral fund and regulations or requirements that\are co Government Prompt Payment/Act n such e � i' be governed by the applicable\grant`r�equirement 6.05 Acceptance of Final�Payment as isetl`y the County as OWNER which and are subject to"federal grantor laws trary toNanyprovision of the Local )ayment and retainage provisions shall and guidelines. A. The acceptance bithe CONTRACTOR offinal payment shall be and shall operate as a,release to the OWNER'from\all claim's and all liability to the CONTRACTOR other than claims �in stated amounts as may be specifically excepted by the COINTRACTOR for alkthings done -dr furnished in connection with the work under this Contract,and.for eve, ''act and neglect of the OWNER and others relating to or arising\out off, the work. ny payment, however, final or otherwise, shall not release`the �CONTRACTOR or its sureties from any obligations under the Contract Documents or the Public -Construction Bond. 7.01 CONTRACTOR/shall indemnify OWNER, ENGINEER, and others in accordance with paragraph 6,20 (Indemnification) of the General Conditions to the Construction Contract. ARTICLE 8 - CONTRACTOR'S REPRESENTATIONS 8.01 In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations: A. CONTRACTOR has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. 201 B. CONTRACTOR has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. CONTRACTOR is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. CONTRACTOR has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site which have been,identified in the Supplementary Conditions as provided in paragraph 4.06 of the General,Condtions. E. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations explorations, tests, studies, and data concerning conditions (surface subsurface, and (:Underground Facilities) at or contiguous to the Site which may affect cost;�progress, or performance of the Work or which relate to any aspect of the means ,methods, techniques, sequences,/nd'procedures of construction to be employed by CONTRACTOR, including applying the specific means, methods, techniques, sequences, andprocedures of�constr� coon, if any; expressly required by the Contract Documents to be employed by CONTRACTOR, and safety precautions and programs incident thereto tl-\ '1�1� % F. CONTRACTOR does not explorations, tests, studies, or Contract Price, within the Coi conditions of the Contract Doc G. CONTRACTOR is aware of -4 others at the Site- that relates b H. CONTRACTOR has..correlate observations obtained from�vi DI ata with the Contract Docum any\further examinations, investigations, ;sary for the performance of the Work at the n�d in`accordance with the other terms and nature of work to be performed by OWNER and as indicated in the Contract Documents. rmation known to CONTRACTOR, information and Site, reports and drawings identified in the Contract ons, investigations, explorations, tests, studies, and I. CONTRACTOR`has`given ENGINEER written notice of all conflicts, errors, ambiguities, or disc rep na cies that''\CO.NTRACTOR has discovered in the Contract Documents, and the written resolutionfthereof by ENGINEER is acceptable to CONTRACTOR. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and fumishing of the Work. K. Contractor is registered with and will use the Department of Homeland Security's E -Verify system (www.e-verify.gov) to confirm the employment eligibility of all newly hired employees for the duration of this agreement, as required by Section 448.095, F.S.Contractor is also responsible for obtaining proof of E -Verify registration for all subcontractors. 202 ARTICLE 9 - CONTRACT DOCUMENTS 9.01 Contents A. The Contract Documents consist of the following: 1. This Agreement (pages 00520-1 to 00520-9, inclusive); 2. Notice to Proceed (page 00550-1); 3. Public Construction Bond (pages 00610-1 to 00610-3, inclusive); 4. Sample Certificate of Liability Insurance (page 00620-1); 5. Contractor's Application for Payment (pages 00622-1 of 00622-6 6. Certificate of Substantial Completion ( pages 00630-1 to 00630 7. Contractor's Final Certification of the Work Sp- usive); ;lusive); 8. General Conditions (pages 00700 v1'to,007.00=37, inclu�siv e); ��� 9. Supplementary Conditions (page�0.0800-i to 0 800-12,`inclusive' );/ 10. Specifications as listed in D: vision (General Requirements) and Division 2 (Technical Specifications — By Jay Ammon;rchitect, In�); 11. Drawings consisting of a co��ver�sshhe and sheets numbered A1.1 through A4.4, inclusive, with each�sheet bearing the following general title: INDIAN RIVER COUNTY COURTHOUSE ROOF`REPLACEMENT\'S 12. 13. Append ices�to-this Agreement (enumerated as follows): Appendix A`— Permits 4\,COIVTRACTOR�S�BID (pages 00310-1 to 00310-6, inclusive); 15. Bid Bond (p6ge,00430-1 16. Qualifications Questionnaire (page 00456-1 to 00456-3, inclusive); C-1/ 17. List of Subcontractors (page 00458-1); 18. Sworn Statement Under Section 105.08, Indian River County Code, on Disclosure of Relationships (pages 00452-1 to 00452-2, inclusive); 19. Certification Regarding Prohibition Against Contracting with Scrutinized Companies (page 00460-1); 21. The following which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto: 203 a) Written Amendments; b) Work Change Directives; c) Change Order(s); ARTICLE 10 - MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement will have the meanings indicated,in the General Conditions. 10.02 Assignment of Contract A. No assignment by a party hereto of any rights under or`interests & the Contract will be binding on another party hereto without the written consent of'the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the/effect of this restriction may be limited by law), and unless-specificallystated to the contrary in any written consent to an assignment, no assignment -will release or discharge the assignor from any duty or responsibility under the Contractbocuments. 10.03 Successors and Assigns A. OWNER and CONTRACTOR each binds itself,,Jts�partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants agreemerits, and obligations contained in the Contract Documents. 10.04 Severability � A. Any provisioner part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed'stricken, and all remaining provisions shall continue to be—valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed` replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 10.05 Venue A. This Contract shall be governed by the laws of the State of Florida. Venue for any lawsuit brought by &t -hey -party against the other party or otherwise arising out of this Contract shall be in Indian River County, Florida, or, in the event of a federal jurisdiction, in the United States District Court for the Southern District of Florida. 10.06 Public Records Compliance A. Indian River County is a public agency subject to Chapter 119, Florida Statutes. The Contractor shall comply with Florida's Public Records Law. Specifically, the Contractor shall: (1) Keep and maintain public records required by the County to perform the service. 204 (2) Upon request from the County's Custodian of Public Records, provide the County with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost. that does not exceed the cost provided in Chapter 119 or as otherwise provided by law. (3) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the contractor does not transfer the records to the County. (4) Upon completion of the contract, transfer, at no cost, to the County all public records in possession of the Contractor or keep and maintain public records required by the County to perform the service. If the Contractor transfers all public,/records to the County upon completion of the contract, the Contractor shall destroy any,,duplicate public records that are exempt or confidential and exempt from public records isclosure requirements. If the contractor keeps and maintains public records upon completion ofthe contract, the Contractor shall meet all applicable requirements for retaining public�records�All records stored electronically must be provided to the County, up no request from the Custodian of Public Records, in a format that is compatible with the information technology'systemsof the County. B. IF THE CONTRACT APPLICATION OF CHAPTER CONTRACTOR'S DUTY T�O,PF, TO THIS CONTRACT, COW RECORDS AT: (772) 226-14244 Indian 18012 Vero E r Cou C./Fail rue of the Coni thi's Agreement. >` tor too ply AS QUESTIONS REGARDING THE 9, FL`ORIDANSTA�T.UTES, TO THE IDE,PUBLIC RECORDS RELATING T\THE CUSTODIAN OF PUBLIC e County Attorney these requirements shall be a material breach of rider of this page was left blank intentionally] 205 IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has been delivered to OWNER and CONTRACTOR. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or on their behalf. This Agreement will be effective on , 2021 (the date the Contract is approved by the Indian River County Board of County Commissioners, which is the Effective Date of the Agreement). OWNER: CONTRACTOR: INDIAN RIVER COUNTY By: By: Joseph E. Flescher, Chairman Jason E. Brown, County Administrat APPROVED AS TO FORM AND SUFFICIENCY: By: Dylan Reingold, County Jeffrey R. Smith, Clerk of Court and -Com Attest: (SEAL) �\ � Designated eR presentative. Name: James W. Ennis, P.E.,;Pt Title: Assistant ubl 1801 27th.Street _ Vero Beach, Florida (772) 226-1221 Facsimile: (772) 77f License No. (Where applicable) Agent for service of process: Designated Representative: Name: Title: Address: i0 E 1 Phone: Facsimile: (If CONTRACTOR is a corporation or a partnership, attach evidence of authority to sign.) * * END OF SECTION * * 206 207 INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Jason E. Brown, County Administrator THROUGH: Richard B. Szpyrka P.E., Public Works DirectorAkv FROM: W. Keith McCully, P.E., Stormwater Engineer SUBJECT: Approval of Work Order No. MM -2 with Kimley-Horn and Associates, Inc. for Construction Related Structural Engineering Services for Construction of Moorhen Marsh Low Energy Aquatic Plant System DATE: April 17, 2021 DESCRIPTION AND CONDITIONS Bids for construction of Moorhen Marsh Low Energy Aquatic Plant System, a regional stormwater treatment facility that will use managed aquatic plants to remove nitrogen and phosphorus from Indian River Farms Water Control District's North Relief Canal water, were received July 14, 2020 and bid prices were significantly higher than anticipated. On August 18, 2020, the Board of County Commissioners voted to reject all bids and directed staff to design a more basic managed aquatic plant treatment facility that will result in lower construction costs. Design, permitting, and bidding phases are complete and in addition to this agenda item, a recommendation to the Board of County Commissioners for award of the construction contract will be presented to the Board for consideration in the June 8, 2021 County Commission meeting. Specialized structural engineering services are necessary to insure proper construction with respect to the facility's structural components, and Work Order No. MM -2 addresses these issues. Kimley-Horn provided structural design services for the Project and is the most qualified firm to perform structural engineering services during construction. Specific services are listed on the attached Work Order. The not -to -exceed lump sum professional services fee is $67,185.00. FUNDING Funding is available from Optional Sales Tax/Public Works/CIP-Moorhen Marsh -PC North, Acct #31524338- 066510-16018. Funding Source Amount Optional Sales Tax/Public Works/CIP-Moorhen Marsh -PC North, Acct #31524338-066510-16018 $67,185.00 RECOMMENDATION Staff recommends the Board of County Commissioners approve Work Order No. MM -2 in the amount of $67,185.00, and authorize the Chairman to execute it on behalf of the County. ATTACHMENTS Work Order No. MM -2 APPROVED AGENDA ITEM FOR JUNE 8, 2021 208 WORK ORDER NUMBER MM -2 Moorhen Marsh - Structural Construction Phase Services Project Number: IRC -1909 This Work Order Number MM -2 is entered into as of this _ day of 2021, pursuant to that certain Continuing Contract Agreement for Continuing Engineering Services, dated April 17, 2018, renewed and amended as of May 18, 2021. (collectively referred to as the "Agreement"), by and between INDIAN RIVER COUNTY, a political subdivision of the State of Florida ("COUNTY") and KIMLEY-HORN AND ASSOCIATES, INC. ("Consultant"). The COUNTY has selected the Consultant to perform the professional services set forth on Exhibit A (Scope of Work), attached to this Work Order and made part hereof by this reference. The professional services will be performed by the Consultant for the fee schedule set forth in Exhibit B (Fee Schedule), attached to this Work Order and made a part hereof by this reference. Pursuant to paragraph 1.4 of the Agreement, nothing contained in any Work Order shall conflict with the terms of the Agreement and the terms of the Agreement shall be deemed to be incorporated in each individual.Work Order as if fully set forth herein. EXHIBIT A— SCOPE OF WORK Moorhen Marsh — Structural Construction Phase Services The COUNTY has designed the Moorhen Marsh Leaps treatment facility in-house and the Consultant has provided structural design services for the structures on the project. The structural services for the revised facility cast -in-place structures were completed under a previous work authorization. The COUNTY is advertising the project and has requested the Consultant to provide Construction Phase Services relating to the structural component of the project. The COUNTY intends to have a full-time construction inspector on site for duration of the construction. Task 1— Construction Phase Services The Consultant will provide professional construction phase services as specifically stated below: 1. Pre -Construction Meeting. Consultant will attend a Pre -Construction Meeting prior to commencement of construction activity and respond to requests for clarification submitted by the Contractor. 2. Visits to Site and Observation of Construction. Consultant will make up to a total of fourteen (14) visits as directed by COUNTY in order to observe the progress of the work. Eleven (11) of the site visits are anticipated to observe the 11Page 209 reinforcing steel layout for the structures identified below. The Consultant will work with the COUNTY's inspector for the reinforcing steel layout of identical structures. It is anticipated that the COUNTY's Inspector will inspect the reinforcing steel layout for the remaining identical structures and coordinate with the Consultant as needed. For structures where site visits are not indicated below, it is anticipated that the COUNTY's Inspector will be responsible for inspecting the reinforcing steel layout. Below is a list of structures; • [(# of Identical Structures) Structure name (# visits anticipated)] o (8 wall Pairs) WLS Concrete Ingress/Egress Ramp Walls (1 visit) o (8) Structures S8 -S15 (1 visit) o (8) WLS / Solids Sump wall (1 visit) o (8) Discharge Wier Wall (1 visit) o (8) Platform Wall (0 visits) o (8 Wall Pairs) Discharge/ Reoxygenation Flume Walls (1 visit) o (2) Solids Sump Elevated Perimeter Curb (0 visits) o (3) Solids Sump Elevated Divider Curb (0 visits) o (8) WLS Perimeter Curb (1 visit) o (3) WLS Divider Curb (0 visits) o (2) Solids Holding Basin Ramp Wall (0 visits) o (1) Structure S16 (0 visits) o (1) Structure S1 (1 visit) o (1) Headworks (4 visits) Three (3) Site visits are anticipated to observe the pouring, jointing, and curing of the various slabs on grade. The Consultant will work with the COUNTY's inspector for the slab on grade site visit. It is anticipated that the COUNTY's Inspector will observe the remaining slab on grade work and coordinate with the Consultant as needed. No Site visits are anticipated to observe concrete pours. It is anticipated that the COUNTY's inspector will observe the concrete pours and coordinate with the Consultant as needed. Such observations will not be exhaustive or extend to every aspect of Contractor's work. Observations will to be limited to spot checking, selective measurement, and similar methods of general observation. Based on 210 information obtained during site visits, Consultant will evaluate whether Contractor's work is generally proceeding in accordance with the Contract Documents, and Consultant will keep COUNTY informed of the general progress of the work. Consultant will not supervise, direct, or have control over Contractor's work, nor shall Consultant have authority to stop the Work or have responsibility for the means, methods, techniques, equipment choice and usage, schedules, or procedures of construction selected by Contractor, for safety programs incident to Contractor's work, or for any failure of Contractor to comply with any laws. Consultant does not guarantee the performance of any Contractor and has no responsibility for Contractor's failure to perform its work in accordance with the Contract Documents. 3. Recommendations with Respect to Defective Work. Consultant will recommend to Client that Contractor's work be disapproved and rejected while it is in progress if, on the basis of its observations, Consultant believes that such work will not produce a completed Project that generally conforms to the Contract Documents. 4. Clarifications and Interpretations. Consultant will respond to reasonable and appropriate Contractor requests for information and issue necessary clarifications and interpretations of the Contract Documents. Any orders authorizing variations from the Contract Documents will be made by COUNTY. 5. Change Orders. Consultant may recommend Change Orders to the COUNTY, and will review and make recommendations related to Change Orders submitted or proposed by the Contractor. 6. Shop Drawings and Samples. Consultant will review and approve or take other appropriate action in respect to Shop Drawings and Samples and other data which Contractor is required to submit, but only for conformance with the information given in the Contract Documents. Such review and approvals or other action will not extend to means, methods, techniques, equipment choice and usage, schedules, or procedures of construction or to related safety programs. 211 Below is a list of anticipated shop drawings; • Concrete/Material Mix Design • Bill of Reinforcing (structures listed below) o WLS Concrete Ingress/Egress Ramp Walls o Structures S8 -S15 o WLS / Solids Sump wall o Discharge Wier Wall o Platform Wall o Discharge/ Reoxygenation Flume Walls o Solids Sump Elevated Perimeter Curb o Solids Sump Elevated Divider Curb o WLS Perimeter Curb o WLS Divider Curb o Solids Holding Basin Ramp Wall o Structure S16 o Structure S1 o Headworks • Metal Fabrications (Grating & Supports) o Structure S1 o Headworks • Hatch • Handrail Layout and Connections • Shoring and Formwork • Temporary Retaining Wall or cofferdam • Waterstops (Material and Layout) • Pouring and Curing Sequence 7. Substitutes and "or -equal." Consultant will evaluate and determine the acceptability of substitute or "or -equal" materials and equipment proposed by Contractor in accordance with the Contract Documents. 8. Inspections and Tests. Consultant may require special inspections or tests of Contractor's work as Consultant deems appropriate, and may receive and review certificates of inspections within Consultant's area of responsibility or of tests and approvals required by laws or the Contract Documents. Consultant's review of certificates will be for the purpose of determining that the results 212 certified indicate compliance with the Contract Documents and will not be an independent evaluation that the content or procedures of such inspections, tests, or approvals comply with the requirements of the Contract Documents. Consultant shall be entitled to rely on the results of such tests. 9. Disagreements between COUNTY and Contractor. Consultant will, if requested by COUNTY, render written decision on all claims of COUNTY and Contractor relating to the acceptability of Contractor's work or the interpretation of the requirements of the Contract Documents. In rendering decisions, Consultant shall be fair and not show partiality to COUNTY or Contractor and shall not be liable in connection with any decision rendered in good faith. 10. Applications for Payment. The COUNTY will review and approve all applications for payment submitted by the Contractor. 11. Limitation of Responsibilities. The Consultant shall not be responsible for the acts or omissions of any Contractor, or of any of their subcontractors, suppliers, or of any other individual or entity performing or furnishing the Work. The Consultant shall not have the authority or responsibility to stop the work of any Contractor. 12. Final "Substantial" Completion. Consultant will, after notice from Contractor that it considers the Work ready for its intended use, in company with COUNTY and Contractor, conduct a site visit to determine if the Work is substantially complete. Work will be considered substantially complete following satisfactory completion of all items with the exception of those identified on a final punch list. 13. Final Notice of Acceptability of the Work. Consultant will conduct a final site visit to determine if the completed Work of Contractor is generally in accordance with the Contract Documents and the final punch list so that Consultant may recommend final payment to Contractor. Accompanying the recommendation for final payment, Consultant shall also provide a notice that the Work is generally in accordance with the Contract Documents to the best of Consultant's knowledge, information, and belief based on the extent of its services and based upon information provided to Consultant. 213 Information Provided By Client We shall be entitled to rely on the completeness and accuracy of all information provided by the COUNTY or the COUNTY's consultants or representatives. The COUNTY shall provide all information requested by the Consultant during the project, including but not limited to the following: 1. Contractors Structural Related RFIs 2. Access to the Construction Site 3. Access to the COUNTY's full-time job site inspector EXHIBIT B — FEE SCHEDULE The COUNTY agrees to pay and the Consultant agrees to accept for services rendered pursuant to this Agreement fees inclusive of expenses in accordance with the following and as further described in Exhibit C — Proposed Staff Hours and Fee: A. Professional Services Fee The basic compensation mutually agreed upon by the Consultant and the COUNTY is as follows: Lump Sum Components Task Labor Fee Construction Phase Services (See Exhibit C for breakdown) $67,185 Project Total $67,185 214 IN WITNESS WHEREOF, the parties hereto have executed this Work Order as of the date first written above. CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. By: Brian Good, P.E. Title: Senior Vice President By: BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY Joseph E. Flescher, Chairman BCC Approved Date: Attest: Jeffrey R. Smith, Clerk of Court and Comptroller By: . Deputy Clerk Approved: Approved as to form and legal sufficiency: Jason E. Brown, County Administrator Dylan T. Reingold, County Attorney 215 Indian River County Moorhen Marsh - Structural Construction Phase Services EXHIBIT C - PROPOSED STAFF HOURS AND FEE TASK PM I SRSR PROFESSIONAL PRINCIPAL (ENGRJEER) ANALYST ADWN TOTAL HOURS $250.00 5185.00 $125.00 575.00 Task 1- Construction Phase Services Pre Construction Meeting 2.0 4.0 6.0 Shop Drawing Review 0.0 Concrete/Material Mix Design 1.0 2.0 4.0 7.0 Bill of Reinforcing 0.0 WLS Concrete Ingress/Egrxss Ramp Walls 1.0 6.0 7.0 Structures S8 -S15 1.0 4.0 5.0 WLS / Solids Sump wall 2.0 6.0 8.0 Discharge Wier Wall 1.0 6.0 7.0 Platform Wall 1.0 4.0 5.0 Discharge/ Reoxygenation Flume Walls 2.0 6.0 8.0 Solids Sump Elevated Perimeter Curb LO 4.0 5.0 Solids Sump Elevated Divider Curb 1.0 4.0 5.0 WLS Perimeter Curb LO 2.0 3.0 WLS Divider Curb 1.0 2.0 3.0 Solids Holding Basin Ramp Wall 1.0 4.0 5.0 StructureS16 1.0 4.0 5.0 Structure Sl 2.0 6.0 8.0 Headworks 6.0 16.0 22.0 Metal Fabrications (Grating & Support) 0.0 Structure S 1 1.0 4.0 5.0 Headworks 1.0 4.0 5.0 Hatch 1.0 2.0 3.0 Handrail Layout and Connections 3.0 8.0 11.0 Shoring and Formwork (Materials and Loading) 1.0 4.0 5.0 Temporary Retaining Wall or cofferdam 1.0 2.0 3.0 Waterstops (Material and Layout) 2.0 6.0 8.0 Pouring and Curing Sequence 4.0 6.0 10.0 Shop Drawing Resubmittal 8.0 18.0 26.0 Anticipated Site Visits (14 total) Rebar Inspections (number of Idenical Structures) Structure name (Anticipated # visits) (8 wall Pairs) WLS Concrete Ingress/Egress Ramp Walls (I visit) 9.0 9.0 (8) Structures S8 -S15 (1 visits) 9.0 9.0 (8) WLS / Solids Sump wall (1 visit) 9.0 9.0 (8) Discharge Wier Wall (I visit) 9.0 9.0 (8) Platform Wall (0 visits) 0.0 (8 Wall Pairs) Discharge/ Reoxygenation Flume Walls (1 visits) 9.0 9.0 (2) Solids Sump Elevated Perimeter Curb (0 visits) 0.0 (3) Solids Sump Elevated Divider Curb (0 visits) 0.0 (8) WLS Perimeter Curb (1 visit) 9.0 9.0 (3) WLS Divider Curb (0 visit) 0.0 (2) Solids Holding Basin Ramtp Wall (0 visit) 0.0 (1) Structure S 16 (0 visits) 0.0 (1) Structure Sl (1 visits) 9.0 9.0 (1) Headworks (4 visits) 36.0 36.0 Slab -on -grade visits (3 visits) 9.0 18.0 27.0 Coordination with County's inspector for rebar insp. and concrete pours Mien consultant is not present 30.0 Final Completion 2.0 16.0 8.0 26.0 RFI's 4.0 40.0 44.0 Review AS-Builts 8.0 Task 2 Total 52,500.00 �� $41,810.00 $22,875.00 $0.00 $67,185.00 Total $67,185. Labor Fee $67,185.00 INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: , Jason E. Brown, County Administrator THROUGH: Richard B. Szpyrka P.E., Public Works Director FROM: Keith McCully, P.E., Stormwater Engineer Y g SUBJECT: Recommendation of Award of Construction Contract for Moorhen Marsh Low Energy Aquatic Plant System (Bid #2021038) DATE: May 15, 2021 DESCRIPTION AND CONDITIONS Moorhen Marsh Low Energy Aquatic Plant System (Moorhen Marsh) will be a regional County stormwater/canal water treatment facility that will use managed aquatic plants to remove nitrogen and phosphorus from Indian River Farms Water Control District North Relief Canal water. It is part of the County's aggressive program to reduce the flow of nutrients into the Indian River Lagoon, and it will be the County's sixth regional nutrient removal facility. Moorhen Marsh was bid for construction on March 31, 2021 and bids were received on May 7, 2021. Three bids were received and are summarized below. Bidder Amount of Bid Allen Concrete and Masonry, Inc $10,987,684.90* Integ-Crete Construction $11,682,386.88 Cone & Graham $11,959,245.19 * There were math errors in the Allen Concrete bid. However, the errors were minor and did not affect the bid outcome. The amount shown above is the corrected bid amount. (The corrected amount is $99.07 higher than the uncorrected bid amount.) The Allen Concrete bid is approximately thirty-seven percent higher than staffs ninety percent design opinion of probable construction cost of $8,000,000. This estimate was obtained using recent similar construction costs available to staff. The discrepancy is most likely due to recent large inflationary increases of construction materials and delays in production schedules created by the coronavirus pandemic. FUNDING Funding of $8,250,000 is programmed in the 20/21 Capital Improvement Element and will be updated in the 21/22 Capital Improvement Element. For FY 20/21, funding of $4,200,000 is budgeted in Acct #31524338-066510-16018, Optional Sales Tax/Public Works/Moorhen Marsh -PC North. Page 2 217 Recommendation of Award of Construction Contract for Moorhen Marsh Low Energy Aquatic Plant System (Bid #2021038) BCC Meeting — May 25, 2021 Funding Source Amount Optional Sales Tax/Public Works/CIP-Moorhen Marsh -PC North $9,087,684.90 Legislative Grant $ 650,000 SJRWMD-Cost Share Grant $1,250,000 RECOMMENDATION Staff recommends the Board: 1. Approve award to the lowest apparent responsive and responsible bidder, Allen Concrete and Masonry, Inc., for a total contract amount of $10,987,684.90; 2. Authorize the Chairman to execute the agreement upon review and approval of both the agreement and required public construction bond by the County Attorney as to form and legal sufficiency, and the receipt and approval of required insurance by the Risk Manager TTACH MENTS Sample Agreement APPROVED AGENDA ITEM FOR JUNE 8, 2021 SECTION 00520 - AGREEMENT THIS AGREEMENT is by and between INDIAN RIVER COUNTY, a Political Subdivision of the State of Florida organized and existing under the Laws of the State of Florida, (hereinafter called OWNER) and (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1 - WORK 1.01 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: Construction of a regional stormwater pollution treatment facility that will remove pollutants from North Relief Canal water. ARTICLE 2 - THE PROJECT 2.01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Project Name: MOORHEN MARSH LOW ENERGY AQUATIC PLANT SYSTEM Bid Number.: 2021038 Project Address: 6520 531 Street, Vero Beach, FL 32967. ARTICLE 3 — ENGINEER 3.01 The Stormwater Division of the Indian River County Public Works Department is hereinafter called the ENGINEER and will act as OWNER's representative, assume all duties and responsibilities, and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents. ARTICLE 4 - CONTRACT TIMES 4.01 Time of the Essence A. All time limits for Milestones, if any, Final Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence to the Contract. 4.02 Days to Achieve Final Completion and Final Payment A. The Work will be fully completed (Final Completion) and ready for final payment in accordance with paragraph 14.07 of the General Conditions on or before the 300th day from the date the Contract Time commences as set forth in the Notice -to -Proceed (Section 00550). 219 4.03 Liquidated Damages A. CONTRACTOR and OWNER recognize that time is of the essence for this Agreement and that OWNER will suffer financial loss if the Work is not completed on or before the date specified in paragraph 4.02 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. The parties also recognize the .delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if .the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty), CONTRACTOR shall pay OWNER $3,645.00' for each .calendar day that expires after the date specified in paragraph 4.02 for Final Completion, until the Work is finally complete and ready for final payment. ARTICLE 5 - CONTRACT PRICE 5.01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents, an amount in current funds equal to the sum of the amounts determined pursuant to paragraph 5.01.A and summarized in paragraph 5.01.13, below: A. For all Work, at the prices stated in CONTRACTOR's Bid, attached hereto as an exhibit. B. THE CONTRACT SUM subject to additions and deductions provided in the Contract: Numerical Amount: Written Amount: ARTICLE 6 - PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments A. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions and on the form supplied in the Contract Documents (Section 00622 — Contractor's Application for Payment). Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 6.02 Progress Payments; Retainage A. OWNER shall make progress payments on account of the Contract Price in accordance with the provisions of the Local Government Prompt Payment Act, Florida Statutes Section 218.70 etc. Progress payments shall be made on the basis of CONTRACTOR's Applications for Payment at intervals not less than once each month during performance of the Work as provided in paragraph 6.02.A.1 below. All such payments will be measured by the schedule of values established in paragraph 2.07.A of the General Reference for liquidated damages amount: "Standard Specifications for Road and Bridge Construction", Florida Department of Transportation, July 2017, Section 8-10.2, page 93, for projects of $5,000,000 but less than $10,000,000. The actual liquidated damages amount will be based on the actual contract award amount and will be determined using the referenced Florida Department of Transportation criteria. 220 Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in the General Requirements: 1. Progress payments will be made in an amount equal to the percentage indicated below, less the aggregate of payments previously made and less such amounts as ENGINEER may determine or OWNER may withhold, in accordance with paragraph 14.02 of the General Conditions: a. Ninety-five percent (95%) of Work completed (with the balance being retainage). 6.03 Final Payment A. Upon final completion and acceptance of the Work in accordance with paragraph 14.07 of the General. Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said. paragraph 14.07. ARTICLE 7 - INDEMNIFICATION 7.01 CONTRACTOR shall indemnify OWNER, ENGINEER, and others in accordance with paragraph 6.20 (Indemnification) of the General Conditions to the Construction Contract. ARTICLE 8 - CONTRACTOR'S REPRESENTATIONS 8.01 In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations: A. CONTRACTOR has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. CONTRACTOR has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. CONTRACTOR is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. CONTRACTOR has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified as provided in paragraph 4.02 of the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site which have been identified as provided in paragraph 4.06 of the General Conditions. E. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by CONTRACTOR, including applying the specific means, methods, techniques, sequences, and procedures of construction, if any, expressly required by the Contract Documents to be employed by CONTRACTOR, and safety precautions and programs incident thereto 221 F. CONTRACTOR does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Contract Documents. H. CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. I. CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that CONTRACTOR has discovered in the Contract Documents, and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. K. Contractor is registered with and will use the Department of Homeland Security's E - Verify system (www.e-verify.gov) to confirm the employment eligibility of all newly hired employees for the duration of this agreement, as required by Section 448.095, F.S. Contractor is also responsible for obtaining proof of E -Verify registration for all subcontractors. ARTICLE 9 - CONTRACT DOCUMENTS 9.01 Contents A. The Contract Documents consist of the following: 1. This Agreement (pages 00520-1 to 00520-8, inclusive); 2. Section 00605 — Public Construction Bond (pages 00605-1 to 00605-3, inclusive); 3. Section 00700 - General Conditions (pages 00700-1 to 00700-54, inclusive); 5. Specifications as listed in the Table of Contents of the Project Manual; 6. Drawings as listed in the Cover Sheet of the CONSTRUCTION DRAWINGS FOR MOORHEN MARSH LOW ENERGY AQUATIC PLANT SYSTEM (LEAPSTM); 7. Addenda (numbers to inclusive); 8. Exhibits to this Agreement (enumerated as follows): a. Section 00310— Bid Form (CONTRACTOR's Bid) (pages 00310-1 to 00310-5 and pages 1 of 3 through 3 of 3 (Tabular Bid Form), inclusive); b. Section 00450 —Qualifications Questionnaire (page 00450-1 to 00450-7, inclusive including _ attached pages); 222 c. Section 00452 - Sworn Statement Under Section 105.08, Indian River County Code, on Disclosure of Relationships (pages 00452-1 to 00452-2, inclusive); d. Section 00454 — Sworn Statement Under the Florida Trench Safety Act (pages 00454-1 to 00454-2, inclusive); e. Section 00456 - Certification Regarding Prohibition Against Contracting With Scrutinized Companies (page 00456-1); f. Section 00458 — List of Subcontractors (pages 00458-1 to 00458-2, inclusive); g. Section 00459 — Drug -Free Workplace Certification (page 00459-1); h. Section 00622 — Contractor's Application for Payment (pages 00622-1 to 00622-5, inclusive); i. Section 00632 — Contractor's Final Certification of the Work (pages 00632-1 to 00632-2, inclusive); j. Section 00634 Professional Surveyor and Mapper's Certification as to Elevations and Locations of the Work (page 00634-1); k. Documentation submitted by CONTRACTOR prior to Notice of Award (pages to , inclusive); I. Certificates of Insurance as required by the General Conditions. 9. The following which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto: a. Written Amendments; b. Work Change Directives; c. Change Order(s). B. The documents listed in paragraph 9.01.A are attached to this Agreement (except as expressly noted otherwise above). C. There are no Contract Documents other than those listed above in this Article 9. D. The Contract Documents may only be amended, modified, or supplemented as provided in paragraph 3.04 of the General Conditions. ARTICLE 10 - MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement will have the meanings indicated in the General Conditions. 10.02 Assignment of Contract 223 A. No assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 10.03 Successors and Assigns A. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 10.04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 10.05 Venue A. This Contract shall be governed by the laws of the State of Florida. Venue for any lawsuit brought by either party against the other party or otherwise arising out of this Contract shall be in Indian River County, Florida, or, in the event of a federal jurisdiction, in the United States District Court for the Southern District of Florida. 10.06 Affirmative Steps With Respect to Minority and Women's Businesses A. CONTRACTOR shall take the following affirmative steps to ensure minority business, women's business enterprises and labor surplus area firms are used when possible: 1. Placing qualified small and minority businesses and women's business enterprises on solicitation lists. 2. Ensuring 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 tasks 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 of the Small Business Administration and the Minority Business Development Agency of the Department of Commerce. 10.07 Public Records A. Indian River County is a public agency subject to Chapter 119, Florida Statutes. The Contractor shall comply with Florida's Public Records Law. Specifically, the Contractor shall: 224 1. Keep and maintain public records required by the County to perform the service. 2. Upon request from the County's Custodian of Public Records, provide the County with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in Chapter 119 or as otherwise provided by law. 3. Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the contractor does not transfer the records to the County. 4. Upon completion of the contract, transfer, at no cost, to the County all public records in possession of the Contractor or keep and maintain public records required by the County to perform the service. If the Contractor transfers all public records to the County upon completion of the contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the contractor keeps and maintains public records upon completion of the contract, the Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the County, upon request from the Custodian of Public Records, in a format that is compatible with the information technology systems of the County. B. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: (772) 226-1424 publicrecords(&-ircgov.com Indian River County Office of the County Attorney 180127 th Street Vero Beach, FL 32960 C. Failure of the Contractor to comply with these requirements shall be a material breach of this Agreement. [The remainder of this page was left blank intentionally] . 225 IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has been delivered to OWNER and CONTRACTOR. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or on their behalf. This Agreement will be effective on , 20_ (the date the Contract is approved by the Indian River County Board of County Commissioners, which is the Effective Date of the Agreement). OWNER: BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY, FLORIDA By: Joseph E. Flescher, Chairman Approved by BCC Jason Brown, County Administrator APPROVED AS TO FORM AND LEGAL SUFFICIENCY: By: William K. DeBraal, Deputy County Attorney ATTEST: Jeffrey R. Smith, Clerk of Court and Comptroller Deputy Clerk CONTRACTOR: By: (Printed name and title) Witnessed by: (Printed name) * * END OF SECTION * * 226 grINDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Jason E. Brown, County Administrator THROUGH: Richard B. Szpyrka P.E., Public Works Director FROM: W. Keith McCully, P.E., Stormwater Engineer Y g SUBJECT: Approval of Amendment No. 2 to DEP Agreement No. 50839 for Construction of an Oyster Reef Along Foot Island in the Indian River Lagoon DATE: May 18, 2021 DESCRIPTION AND CONDITIONS On March 8, 2016, FDEP entered into grant Agreement No. S0839 with Indian River County, committing up to $50,000 on a cost reimbursement basis for construction of an oyster reef project in the Indian River Lagoon (IRL), within the vicinity of the 45th Street drainage ditch. No local match is required. The intent of the grant was to construct an oyster reef project as a way to improve water quality conditions of discharges from the 45th Street drainage ditch into the Indian River Lagoon and to construct new potential habitat for marine animals. Upon closer investigation, the 45th Street site was deemed unsuitable to support the proposed oyster reef and the project was relocated to Foot Island, a small island in the IRL a short distance south of the S.R. 60 Bridge and west of the Fire Rescue Station 2. The project has also become a partnership with the City of Vero Beach, with the City providing bathometric survey services and a seagrass survey and the County providing design drawings, permitting, bidding, and construction management services. The purpose of this agenda item is to request approval of Amendment No. 2 to the DEP grant. Amendment No. 2 does the following: 1. Extends the construction completion date to March 31, 2022 and the Agreement expiration date to September 30, 2022; 2. Replaces Keith McCully, P.E. as the County Grant Manager with IRC Natural Resources Manager, Eric Charest; and 3. Replaces Attachment A-1, Grant Work Plan with Attachment A-2, Revised Grant Work Plan. Amendment No. 2 does not adversely affect the project. FUNDING The grant requires the County to construct the project prior to reimbursement. Funding will be made available by a budget amendment to fund the grant and expense. Funding Source Amount General Fund/Indian River Lagoon Fund/ Other Professional Services/Foot Island Oyster Reef. Account #00128337-033190-16014 $50,000.00 227 Page 2 Approval of Amendment No. 2 to DEP Agreement No. 50839 for Construction of an Oyster Reef Along Foot Island in the Indian River Lagoon BCC Meeting—June 8, 2021 RECOMMENDATION Approve Amendment No. 2 to DEP Grant Agreement No. S0839 and authorize the Chairman to execute it on behalf of the County. ATTACHMENTS Amendment No. 2 to DEP Agreement No. 50839 DISTRIBUTION Natural Resources Division County Attorney Office Budget APPROVED AGENDA ITEM FOR JUNE 8, 2021 R DEP AGREEMENT NO. S0839 INDIAN RIVER COUNTY AMENDMENT NO.2 This Amendment to Agreement No. S0839, as previously amended, (Agreement) is made by and between the Department of Environmental Protection (Department), an agency of the State of Florida, and Indian River County, (Grantee), on the date last signed below. WHEREAS, the Department entered into the Agreement with the Grantee for Indian River County Oyster Bed Project, effective March 8, 2016; and, WHEREAS, the.Grantee has requested an extension of the Agreement; WHEREAS, certain provisions of the Agreement need revision and several provisions need to be added to the Agreement. NOW THEREFORE, the parties agree as follows: The Agreement is effective until September 30, 2022. The reimbursement period for this Agreement begins on July 1, 2015 and ends at the expiration of the Agreement. The Department and the Grantee shall continue to perform their respective duties during this extension period pursuant to the same terms and conditions provided in the Agreement. 2. Section 17. of the Agreement is deleted and replaced as follows: The Grant Managers for this Agreement are identified below: Department's Grant Manager Grantee's Grant Manager Name: Evan Beitsch Name: Eric Charest Address: 3900 Commonwealth Blvd. Address: 1801 271 St. Tallahassee, FL 32312 Vero Beach, FL 32960 Phone: (850)245-2993 Phone: (772) 226-1569 Email: Evan.beitsch@floridadep.gov Email: Echarest@ircgov.com Attachment A-1, Grant Work Plan, is hereby deleted in its entirety and replaced with Attachment A-2, Revised Grant Work Plan, attached hereto and made a part of the Agreement. All references in the Agreement to Attachment A-1, shall hereinafter refer to Attachment A-2, Revised Grant Work Plan. 4. All other terms and conditions of the Agreement remain in effect. If and to the extent that any inconsistency may appear between the Agreement and this Amendment, the provisions of this Amendment shall control. 229 ,IN WITNESS WHEREOF, the parties have caused this amendment to Agreement S0839 to be duly executed, the day and year last written below. INDIAN RIVER COUNTY UZA Chairman Print Name of Authorized Person Date: FEID No.:59-6000674 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION 0 Trina Vielhauer, Secretary Print Name and Title of Authorized Person Date: Evan Beitsch, DEP Grant Manager Sandra Waters, DEP QC Reviewer List of attachments/exhibits included as part of this Amendment: Letter/ Specify Type Number Description (include number of pages) Attachment A-2 Revised Grant Work Plan (2 Pages) 230 ATTACHMENT A-2 REVISED GRANT WORK PLAN PROJECT TITLE: Indian River County Oyster Bed Project PROJECT LOCATION: Latitude/ Longitude: 27.651817; -80.371698 PROJECT BACKGROUND: The Indian River Lagoon has more than 2100 species of plants and 2200 species of animals making it North America's most diverse estuary. Indian River County (Grantee) is committed to protecting and preserving the Indian River Lagoon. In the past, the Grantee has successfully established an oyster bed reef in an area adjacent to Spoonbill Marsh in Vero Beach, Florida, which has reduced the amount of total nitrogen (TN) and total phosphorus (TP) entering into the Indian River Lagoon in the area. The Grantee wishes to continue its efforts by constructing a living shoreline/oyster reef along the shoreline of Foot Island. Foot Island is a roughly 2,750 sq. foot island located within Vero Beach, Florida. Evidence of erosion has been observed along the western and southern portions of the island where dead mangroves were exposed, likely due to boat wake and a relatively large fetch. The purpose of the proposed oyster reef would be to a) stabilize the Foot Island shoreline and b) improve water quality conditions of discharges from the adjacent Florida Department of Transportation (FDOT) outfall pipe into the Indian River Lagoon. At this point in time, the project's conceptual design is complete and the Grantee has received permission from the Indian River Board of County Commissioners to proceed with the proposed project. PROJECT DESCRIPTION: The project will require the Grantee to construct living shoreline/oyster reef along much of the Foot Island shoreline with emphasis on the western and southern portions of the island. The southern and western portions of the island are also adjacent to the FDOT outfall pipe. The oyster bags will be stacked to create void spaces throughout the reef structure of differing sizes, dimensions, and openings to the Indian River Lagoon. The proposed oyster reef is approximately 27,500 square feet. The reef location is close enough to the Foot Island that it will not inhibit the navigability of the area. The reef provides a habitat for attached and encrusting organisms such as oysters, and other invertebrates such as stone crabs, juvenile fish species, and game fish species. In turn, the reef will act as an in-situ water treatment system to facilitate the removal of total nitrogen (TN) and total phosphorus (TP) from stormwater discharged through the FDOT outfall into the Indian River Lagoon. The reef is self-perpetuating in that the attached and encrusting invertebrates and turf algae will continue to overgrow any bare areas created in the future. TASKS and DELIVERABLES: Task 1: Construction Task Description: The Grantee will construct an oyster bed reef in accordance with the construction contract documents. Deliverables: Construction completed to date as described in this task, as evidenced by these deliverables: 1) Dated color photographs of on-going work representing the time period covered in the payment request; 2) signed acceptance and briefdescription of the completed work to date by the Grantee; 3) written verification that the Grantee has received record drawings and any required final inspection report(s) for the project (as applicable); and 4) signed statement from a Florida Licensed Professional Engineer indicating construction has been completed in accordance with the construction contract documents (as applicable). DEP Agreement No. S0839, Attachment A-2, Page 1 of 2 231 Performance Standard: The Department's Grant Manager will review the deliverables to verify that they meet the specifications in the Grant Work Plan and this task description. Payment Request Schedule: The deliverables must be submitted and .accepted prior to each payment request and may be submitted no more frequently than monthly. PROJECT TIMELINE & BUDGET DETAIL: The tasks must be completed by, and all deliverables received by, the corresponding task end date. Task Budget Budget Task Start Task End Task Title No. Category Amount Date Date . 1 Construction Contractual $50,000 07/01/201.5 03/31/2022 Services Total: 1 $50,000 Note that, per paragraph 4 of the agreement, authorization for continuation and completion of work and any associated payments may be rescinded, with proper notice, at the discretion of the Department if the Legislature reduces or eliminates appropriations. Extending the contract end date carries the risk that funds for this project may become unavailable in the future. This should be a consideration for the Grantee with this and future requests for extension. 232 CONSENT INDIAN RIVER COUNTY MEMORANDUM TO: Jason Brown County Administrator FROM: Suzanne Boyll Human Resources Director DATE: June 1, 2021 SUBJECT: Revision to Administrative Policy Manual AM -702.1 Sick Leave BACKGROUND: Indian River County has established administrative policies outlining various policies, practices and procedures applicable to County employees. Human Resources, in consultation with the County Administrator and Director of Emergency Services, has updated the non-union Sick Leave policy to reflect the accrual balance adjustment and sick leave payout at the time of promotion into the position of Battalion Chief or Assistant Chief, as well as payment of accrued sick leave at retirement or death for individuals promoting into the position of Battalion Chief, Assistant Chief or Fire Chief. The policy has also been updated to replace the word "permanent" with "regular" when referencing full time employees. FUNDING: The budgetary impact will be the payout of sick leave balances upon promotion and upon retirement or death and will be funded from the Emergency Services District budget. RECOMMENDATION: Staff recommends the Board approve the revision of AM -702.1 Sick Leave. ATTACHMENTS: AM -702.1 Sick Leave. 233 POLICY: ADMINISTRATIVE POLICY MANUAL SECTION HUMAN RESOURCES SUBJECT SICK LEAVE NUMBER AM -702.1 EFFECTIVE DATE 06/08/2021 PAGE 1 OF 2 It is the policy of the County to permit employees to be absent from work due to non work related sickness or injury. In order to help regular employees maintain their income during these absences, the County will provide compensation according to the guidelines below. C. MATIuL=1i, 1. Sick Leave will accrue for all regular full-time and regular --part-time employees beginning with the completion of their first full calendar month of employment. Full-time employees will accrue one day per month and part-time employees' accrual will be on a pro- rata basis. Part- time employees hired on orafter June 22, 2001, will notaccrue sick leave. 2. New employees' sick leave is available for use as it is earned. To receive compensation while absent on medical leave the employee shall notify the immediate supervisor prior to or as soon as possible after the period of absence begins. The supervisor may request a physician's certification of the need for the absence. In every case, a person using more than five consecutive work days' sick leave will present certification of need for the absence and clearance to return to work from a licensed medical provider. Failure to present such certification may prevent the employee from being allowed to return to work or may result in no pay for the period of absence. 3. Sick Leave may be charged in increments of one-half hour minimum. 4. Sick Leave may be applied for the following purposes: a. Personal injury or illness not connected with the job, except that it may be used for the .first seven calendar days of a work connected absence as detailed in the unit PAYROLL/SALARY ADMINISTRATION, AM -301.1, item 11. It may also be used beyond the seventh day to supplement Workers' Compensation benefits until the sick leave balance is reduced to 240 hours, at which time the employee may supplement Workers' Compensation benefits with vacation leave. Once all vacation is used, up to half the employee's remaining sick leave balance may be used for this purpose. b. Medical, dental, optical or chiropractic treatment/examination. C. Exposure to a contagious disease which would endanger others (as determined by a physician). d. Illness of a family member, defined as parent, child, sibling, spouse, stepchild, stepparent, stepsibling, grandparent, parent -in-law, child -in-law, sibling -in-law, and legal guardian. 234 5. Authorized sick hours shall not be counted as time worked for the purpose of computing overtime pay eligibility. 6. Maximum Accruals: a. For regular full-time employees hired on or after October 1, 2011, sick leave accruals will not exceed thirty days at any time. b. Regular full-time employees hired prior to October 1, 2011, whose accrual banks are in excess of thirty days will remain eligible for a sick leave incentive as follows: Sick Leave Incentive Payment will be provided for full time employees as an incentive to avoid sick leave abuse. i. At the close of each anniversary year (based upon the hire date), Regular full time employees will be compensated for one-half of all sick leave days accumulated over thirty. The days that are compensated for through this plan will be deducted from the employee's total sick leave accumulation and paid at straight time rate. When regular full time employees reach the maximum accumulation of sixty days, they will receive, at the end of their anniversary year, compensation for all additional hours earned over this maximum. The hours that are compensated for will be deducted from the employees' total accumulation and paid at straight time rate. iii. At promotion, an employee promoted into the position of Battalion Chief or Assistant Chief with a sick leave balance in excess of thirty days if hired on or after October 1, 2011, or in excess of sixty days if hired prior to October 1, 2011, will have their sick leave balance adjusted to either thirty or sixty days, respectively upon promotion. In addition, the employee will be credited with additional sick leave accruals for each month beyond their anniversary month until the month of promotion. The difference between the pre -promotion sick leave balance and the adjusted sick leave balance will be paid to the employee at their pre - promotion hourly rate of pay. The employee will remain eligible for sick leave payments identified under i. and ii. as noted above. 7. Regular full-time employees hired on or after October 1, 2011, with ten or more years of service with the County shall be paid one-half of all unused sick leave, to a maximum of one hundred twenty hours, upon retirement or death. Regular full time employees hired prior to 235 October 1, 2011, with ten or more years of service with the County shall be paid one-half of all unused sick leave, to a maximum of two hundred forty hours, upon retirement, termination of employment for other than involuntary separation, or death. Note that employees being laid off shall have the option of leaving sick leave on account for up to one year. Employees leaving County employment having less than ten years' service shall not be paid for unused sick leave. 8. Regular full-time employees in the position of Fire Battalion Chief, Assistant Chief, or Fire Chief shall be paid for all unused sick leave upon retirement or death up to thirty days for employees hired on or after October 1, 2011, or up to sixty days for employees hired prior to October 1, 2011. There shall be no payment of sick leave for termination of employment to include voluntary separation. 236 POLICY: ADMINISTRATIVE POLICY MANUAL SECTION HUMAN RESOURCES SUBJECT SICK LEAVE NUMBER AM -702.1 EFFECTIVE DATE 06/08/2021 PAGE. 1 OF 2 It is the policy of the County to permit employees to be absent from work due to non work related sickness or injury. In order to help regular employees maintain their income during these absences, the County will provide compensation according to the guidelines below. COMMENT: 1. Sick Leave will accrue for all regular full-time and regular part-time employees beginning with the completion of their first full calendar month of employment. Full-time employees will accrue one day per month and part-time employees' accrual will be on a pro- rata basis. Part- time employees hired on orafter June 22, 2001, will not accrue sick leave. 2. New employees' sick leave is available for use as it is earned. To receive compensation while absent on medical leave the employee shall notify the immediate supervisor prior to or as soon as possible after the period of absence begins. The supervisor may request a physician's certification of the need for the absence. In every case, a person using more than five consecutive work days' sick leave will present certification of need for the absence and clearance to return to work from a licensed medical provider. Failure to present such certification may prevent the employee from being allowed to return to work or may result in no pay for the period of absence. 3. Sick Leave may be charged in increments of one-half hour minimum. 4. Sick Leave may be applied for the following purposes: a. Personal injury or illness not connected with the job, except that it may be used for the first seven calendar days of a work connected absence as detailed in the unit PAYROLL/SALARY ADMINISTRATION, AM -301.1, item 11. It may also be used beyond the seventh day to supplement Workers' Compensation benefits until the sick leave balance is reduced to 240 hours, at which time the employee may supplement Workers' Compensation benefits with vacation leave. Once all vacation is used, up to half the employee's remaining sick leave balance may be used for this purpose. b. Medical, dental, optical or chiropractic treatment/examination. C. Exposure to a contagious disease which would endanger others (as determined by a physician). . d. Illness of a family member, defined as parent, child, sibling, spouse, stepchild, stepparent, stepsibling, grandparent, parent -in-law, child -in-law, sibling -in-law, and legal guardian. 237 5. Authorized sick hours shall not be counted as time worked for the purpose of computing overtime pay eligibility. 6. Maximum Accruals: a. For regular full-time employees hired on or after October 1, 2011, sick leave accruals will not exceed thirty days at any time. b. Regular full-time employees hired prior to October 1, 2011, whose accrual banks are in excess of thirty days will remain eligible for a sick leave incentive as follows: Sick Leave Incentive Payment will be provided for full time employees as an incentive to avoid sick leave abuse. i. At the close of each anniversary year (based upon the hire date), Regular full time employees will be compensated for one-half of all sick leave days accumulated over thirty. The days that are compensated for through this plan will be deducted from the employee's total sick leave accumulation and paid at straight time rate. When regular full time employees reach the maximum accumulation of sixty days, they will receive, at the end of their anniversary year, compensation for all additional hours earned over this maximum. The hours that are compensated for will be deducted from the employees' total accumulation and paid at straight time rate. iii. At promotion, an employee promoted into the position of Battalion Chief or Assistant Chief with a sick leave balance in excess of thirty days if hired on or after October 1, 2011, or in excess of sixty days if hired prior to October 1, 2011, will have their sick leave balance adjusted to either thirty or sixty days, respectively upon promotion. In addition, the employee will be credited with additional sick leave accruals for each month beyond their anniversary month until the month of promotion. The difference between the pre -promotion sick leave balance and the adjusted sick leave balance will be paid to the employee at their pre - promotion hourly rate of pay. The employee will remain eligible for sick leave payments identified under i. and ii. as noted above. 7. Regular full-time employees hired on or after October 1, 2011, with ten or more years of service with the County shall be paid one-half of all unused sick leave, to a maximum of one hundred twenty hours, upon retirement or death. Regular full time employees hired prior to 238 October 1, 2011, with ten or more years of service with the County shall be paid one-half of all unused sick leave, to a maximum of two hundred forty hours, upon retirement, termination of employment for other than involuntary separation, or death. Note that employees being laid off shall have the option of leaving sick leave on account for up to one year. Employees leaving County employment having less than ten years' service shall not be paid for unused sick leave. 8. Regular full-time employees in the position of Fire Battalion Chief, Assistant Chief, or Fire Chief shall be paid for all unused sick leave upon retirement or death up to thirty days for employees hired on or after October 1, 2011, or up to sixty days for employees hired prior to October 1, 2011. There shall be no payment of sick leave for termination of employment to include voluntary separation. 239 CONSENT 9AA INDIAN RIVER COUNTY MEMORANDUM TO: Jason Brown County Administrator FROM: Suzanne Boyll Human Resources Director DATE: June 1, 2021 SUBJECT: Revision to Administrative Policy AM -202.1 Hiring and AM -207.1 Promotion BACKGROUND: Indian River County has established administrative policies outlining various policies, practices and procedures applicable to County employees. Human Resources, in consultation with the County Administrator and Department Directors, has updated the County's Hiring and Promotion policies. The updates include the personnel requisition process, job description review, veteran's preference language, County Manager approval for the addition of positions, allowing probationary employees to apply for vacant positions, providing that qualified veteran's preference applicants and internal applicants are granted an interview, and reflecting E -verify and background process for new hires. FUNDING: There is no budgetary impact. RECOMMENDATION: Staff recommends the Board approve the revisions to AM -202.1 Hiring and AM -207.1 Promotion. ATTACHMENTS: AM -202.1 Hiring (final and markup) AM -207.1 Promotion (final and markup) 240 POLICY: It is the policy of the County to be an equal opportunity employer and to hire individuals solely upon the basis of their qualifications for the job for which they have applied. Every effort is made to hire/promote employees into positions which make the best use of their abilities and in which they will be able to achieve personal satisfaction. Nepotism will not be practiced or tolerated in employment decisions. In no event shall the hiring of an employee be considered as creating a contractual relationship between the employee and the County unless a written contract is executed by the parties. The County Administrator and County Attorney shall have the sole power of appointment of subordinate positions unless that power is delegated as is their option. Classifications of positions will be established by Human Resources through position evaluation. Positions shall be authorized through the annual budget process for each department. The County Administrator retains the right to reclassify, transfer, promote, demote, freeze, eliminate and/or create positions as necessary to efficiently run the day-to-day operations of the County. . Adherence to the authorized staffing levels shall be monitored through the use of a "Position Control List." Establishment and maintenance of this list is the responsibility of the Human Resources Department. Final departmental authority for candidate selection rests with the appropriate department head. Decisions relative to job grade, wage level and qualifications will be shared between Human Resources and the department head, conforming to policy guidelines. Reimbursement for specific interview and relocation costs may be provided certain exempt hires at the discretion of the County Administrator or County Attorney. Expense reimbursement is subject to the provisions of Section 112.061 Florida Statutes. COMMENT: 1. A position shall be considered open when an approved employment requisition is received in Human Resources. 2. Department heads seeking to add/replace employees in budgeted positions will send an employment requisition to the Office of Management and Budget for review and approval. Budget will compare the data with the Position Control List to verify that the position was authorized. Additional positions authorized by the County Administrator during the fiscal year shall be added to the Position Control List by Human Resources after receiving approval from Budget. 241 3. When the approved employment requisition is received in Human Resources, the following process shall be initiated: a. Human Resources will post the position internally for a minimum of 5 working days in accordance with the applicable collective bargaining agreement provisions. The position requirements will be based on the approved job description. The position may be posted externally as well. If additional advertising is necessary, it shall be initiated by Human Resources in accordance with the policy and AM -201.3 "Employment Advertising." The County will not pay any employment agency fees for unsolicited referrals of individuals to fill job openings. b. All qualified current employees may apply for an open position. Internal applicants may be considered with external applicants and the position will be filled on the basis of qualifications and experience. C. Human Resources will review applications based upon the minimum qualifications and experience requirements in the position description for the open position. Qualified applications will be forwarded to the appropriate hiring manager for review and consideration. Veteran's preference will be provided to all qualified veteran applicants in accordance with applicable laws. d. To aid in the process of selecting the most qualified applicant for the position, the County may require job related skills tests/assessments as a part of the recruitment process. All testing/assessments must be job related. Departments utilizing skills tests/assessments need to review and obtain approval of the tests/assessments from Human Resources prior to administering the testing. At a minimum, the selection process will consist of job related interview questions that will assist the hiring manager in determining the qualifications and experience of the applicant. Human Resources will provide guidance to the hiring manager to develop job related interview questions and testing/assessments. e. When the hiring manager has reviewed all referred applications, he/she should schedule and conduct interviews with the candidates whose education, training, qualifications and experience appear best suited for the position. All qualified veteran applicants will be granted an interview and provided preference at each step of the recruitment process. Internal applicants meeting the minimum qualifications will also be granted an interview. As many interviews as the supervisor deems necessary will be conducted. f. When a candidate is recommended to fill the vacant position, the hiring manager will submit the recommendation for approval to the department head. The hiring manager will also update the applicant information to reflect candidates who were interviewed and not selected or who were not selected for interview. If a non -veteran applicant is determined to be 242 more qualified than a veteran's preference applicant, the hiring manager will need to provide justification for the hiring decision to the: Human Resources Director who will review the hiring recommendation for appropriateness. All hiring recommendations must be approved by the Human Resources Director prior to a conditional offer of employment. Compensation will be in accordance with AM -304.1 "PAY PROGRESSION SYSTEM". Human Resources will make all offers of employment and will prepare and process the appropriate employment paperwork. g.: Human Resources will notify applicants when a position has been filled using the notification process via the applicant tracking system. h. Reference checks will be performed by the hiring department and/or the Human Resources Department for all positions. i. College degrees, professional licenses, and other required certifications/licenses, including driver licenses, will be verified by the Human Resources Department. j. A criminal/civil check will be performed for all positions by the Human Resources Department through the Indian River County Court records and, where applicable, the Florida Department of Law Enforcement. Additional background checks including a credit check may be required as authorized by the County Administrator or County Attorney as appropriate. k. Pre-employment physicals and/or drug testing may be required for certain positions. I. The County Attorney will apply this policy to the hiring of personnel within the respective office. M. Human Resources will verify eligibility to work in the United States utilizing the E - Verify system. 4. Relocation assistance up to $2,000 may be provided as approved by the County Administrator or County Attorney, as appropriate, who will consider staff's recommendation, the relocation distance, the subject employee's level in the organization, and the competitive necessity of the relocation assistance to consummate the acceptance of the job offer. Reimbursement for relocation costs applies only to costs specifically authorized. in advance by County Administrator or County Attorney. Payment will be contingent upon whether the expenses are documented with legible dated receipts clearly indicating the service/goods provided, to the satisfaction of the County. Jason E. Brown DATE 243 POLICY: It is the policy of the County to be an equal opportunity employer and to hire individuals solely upon the basis of their qualifications for the job for which they have applied. Every effort is made to hire/promote employees into positions which make the best use of their abilities and in which they will be able to achieve personal satisfaction. Nepotism will not be practiced or tolerated in employment decisions. In no event shall the hiring of an employee be considered as creating a contractual relationship between the employee and the County unless a written contract is executed by the parties. The County Administrator and County Attorney shall have the sole power of appointment of subordinate positions unless that power is delegated as is their option. Classifications of positions will be established by Human Resources through position evaluation. Positions shall be authorized through the annual budget process for each department. The County Administrator retains the right to reclassify, transfer, promote, demote, freeze, eliminate and/or create positions as necessary to efficiently run the day-to-day operations of the County. . Adherence to the authorized staffing levels shall be monitored through the use of a "Position Control List." Establishment and maintenance of this list is the responsibility of the Human Resources Department. Final departmental authority for candidate selection rests with the appropriate department head. Decisions relative to job grade, wage level and qualifications will be shared between Human Resources and the department head, conforming to policy guidelines. Reimbursement for specific interview and relocation costs may be provided certain exempt hires at the discretion of the County Administrator or County Attorney. Expense reimbursement is subject to the provisions of Section 112.061 Florida Statutes. COMMENT: 1. A position shall be considered open when an approved employment requisition is received in Human Resources. 2. 244 4. 5. Department heads seeking to add/replace employees in budgeted positions will send an employment requisition to the Office of Management and Budget for review and approval. Budget will compare the data with the Position Control List to verify that the position was authorized. Additional positions authorized by the County Administrator during the fiscal year shall be added to the Position Control List by Human Resources after receiving approval from Budget. 6. When the approved .employment requisition is received in Human Resources, the following process shall be initiated: a. Human Resources will post the position internally for a minimum of 5 working days in accordance with the applicable collective bargaining agreement provisions. The position requirements will be based on. the approved job description. The position may be posted externally as well. If additional advertising is necessary, it shall be initiated by Human Resources in accordance with the policy and AM -201.3 "Employment Advertising." The County will not pay any employment agency fees for unsolicited referrals of individuals to fill job openings. b. All qualified current employees may apply for an open position. Internal applicants may be considered with external applicants and the position will be filled on the basis of qualifications and experience. C. Human Resources will review applications based upon the minimum qualifications and experience requirements in the position description for the open position. Qualified applications will be forwarded to the appropriate hiring manager for review and consideration. Veteran's preference will be provided to all qualified veteran applicants in accordance with applicable laws. d. To aid in the process of selecting the most qualified applicant for the position, the County may require job related skills tests/assessments as a part of the recruitment process. All testing/assessments must be job related. Departments utilizing skills tests/assessments need to review and obtain approval of the tests/assessments from Human Resources prior to administering the testing. At a minimum, the selection process will consist of job related interview questions that will assist the hiring manager in determining the qualifications and experience of the applicant. Human Resources will provide guidance to the hiring manager to develop job related interview questions and testing/assessments. e. When the hiring manager has reviewed all referred applications, he/she should schedule and conduct interviews with the candidates whose education, training, qualifications and experience appear best suited for the position. All qualified veteran applicants will be 245 granted an interview and provided preference at each step of the recruitment process. Internal applicants meeting the minimum qualifications will also be granted an interview. As many interviews as the supervisor deems necessary will be conducted. f. When a candidate is recommended to fill the vacant position, the hiring manager will submit the recommendation for approval to the department head. The hiring manager will also update the applicant information to reflect candidates who were interviewed and not selected or who were not selected for interview. If a non -veteran applicant is determined to be more qualified than a veteran's preference applicant, the hiring manager will need to provide justification for the hiring decision to the Human Resources Director who will review the hiring recommendation for appropriateness. All hiring recommendations must be approved by the Human Resources Director prior to a conditional offer of employment. Compensation will be in accordance with AM -304.1 "PAY PROGRESSION SYSTEM". Human Resources will make all offers of employment and will prepare and process the appropriate employment paperwork. g. Human Resources will notify applicants when a position has been filled using the notification process via the applicant tracking system. h. Reference checks will be performed by the hiring department and/or the Human Resources Department for all positions. i. College degrees, professional licenses, and other required certifications/licenses, including driver licenses, will be verified by the Human Resources Department. j. A criminal/civil check will be performed for all positions by the Human Resources Department through the Indian River County Court records and, where applicable, the Florida Department of Law Enforcement. Additional background checks including a credit check may be required as authorized by the County Administrator or County Attorney as appropriate. k. Pre-employment physicals and/or drug testing may be required for certain positions. The County Attorney will apply this policy to the hiring of personnel within the respective office. M. Human Resources will verify eligibility to work in the United States utilizing the E -Verify system. 4. Relocation assistance up to $2,000 may be provided as approved by the County Administrator or County Attorney, as. appropriate, who will consider staff's recommendation, the relocation distance, the subject employee's level in the organization, and the competitive necessity of the relocation assistance to consummate the acceptance of the job offer. Reimbursement for relocation costs applies only to costs specifically authorized in advance by 246 County Administrator or County Attorney. Payment will be contingent upon whether the expenses are documented with legible dated receipts clearly indicating the service/goods provided, to the satisfaction of the County. Jason E. Brown DATE 247 POLICY: It is the policy of the County to provide current employees the opportunity to apply for promotional opportunities for higher-level positions. To fill vacancies above the entry level, management will consider current employees with the necessary qualifications and skills. It is the policy of the County to grant an interview to current employees who have completed the application process and who meet the minimum qualifications for a vacant position. External candidates may also be considered. COMMENT: 1. Employees are encouraged to seek advancement opportunities and to obtain promotion and career guidance from their supervisor, department head, and/or the Human Resources Department. 2. An employee's basic eligibility for promotion will be determined by the requirements of the position. In addition, the employee must have both a satisfactory performance record and no adverse disciplinary actions during the preceding twelve-month period. Probationary employees may also be considered. 3. Job openings will be posted on the County's job website and may also be posted on worksite bulletin boards for work groups who do not have computer access. All employees, excluding temporary employees, may apply for the vacant position during the period the position is open. Employees are encouraged to fully complete the application to reflect relevant qualifications and work history. 4. Employees along with external applicants will be considered in accordance with the established policy in the unit HIRING, AM -202.1. Pay provisions will be according to the unit PAY PROGRESSION SYSTEM, AM -304.1. 5. Current employee candidates for promotion may be screened and selected on the basis of attendance and work records, performance appraisals and job-related qualifications including in some instances, aptitude tests. Seniority will be considered if two or more candidates are judged to be equally qualified based on merit, work record, and other qualifications. Having candidates with essentially similar profiles provides the County with a special opportunity to review minority and protected category candidates with a view toward attainment of the Affirmative Action Plan goals. 248 6. Promoted employees will be placed on "promotion probation" status for a period of six months. At the end of this period the employee may be eligible for a promotion probationary pay increase (see units PROBATION AM -205.1 and PAY PROGRESSION SYSTEM AM -304.1). : Jason E. Brown DAT 249 POLICY: It is the policy of the County to provide current employees the opportunity to apply for promotional opportunities for higher-level positions. To fill vacancies above the entry level, management will consider current employees with the necessary qualifications and skills. It is the policy of the County to grant an interview to current employees who have completed the application process and who meet the minimum qualifications for a vacant position. External candidates may also be considered. 17 COMMF_NT- 1. Employees are encouraged to seek adva and career guidance from their supervisor, d Department. 2. An employee's basic eligibility fo( position. In addition, the employee rr, adverse disciplinary actions during th employees may also be considered. 3. Job openings will be'posted-off bulletin boards for work gaups w temporary employees, may apply Employees are encouraged,to full work historvX-111- . ` \ 4. Employees along with external'-, established policy in the unit,HIRIN PAY PROGRESSION SYSTEWAI ement opportunities and to obtain promotion iarttment head, and/or-the.Human Resources i will be determined by the requirements of the both a satisfactory performance record and no ng twelve-month period. Probationary he County's job website and may also be posted on worksite o\do not have computer -access.. All employees, excluding :)r the vacant position during the period the position is open. complete the\application to reflect relevant qualifications and applicants wfll-be considered in accordance with the G�ANI7202.1. Pay provisions will be according to the unit 5. Current employee candidates for promotion may be screened and selected on the basis of attendance and work records, performance appraisals and job-related qualifications including in some instances, aptitude tests/ Seniority will be considered if two or more candidates are judged to be equally qualified based on .merit, work record, and other qualifications. Having candidates with essentially similar profiles provides the County with a special opportunity to review minority and protected category candidates with a view toward attainment of the Affirmative Action Plan goals. 250 6. Promoted employees will be placed on "promotion probation" status for a period of six months. At the end of this period the employee may be eligible for a promotion probationary pay increase (see units PROBATION AM -205.1 and PAY PROGRESSION SYSTEM AM -304.1). : Jason E. 251 INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Jason E. Brown, County Administrator THROUGH: Richard B. Szpyrka, P.E., Public Works Director James W. Ennis, P.E. PMP, Assistant Public Works Director FROM: Jill M. Williams, Contract Support Specialist SUBJECT: Award of Bid No: 2021045 4th Street Culvert Replacement at 90th Avenue (I DATE: May 20, 2021 DESCRIPTION AND CONDITIONS On October 3`d, Indian River County Road & Bridge Staff dis vered that the 96 -inch corrugated metal culvert crossing under 4th Street at 90th Avenue had collapsed ue to corrosion and had destroyed the overlying roadway and was partially blocking the Indian River Far s Water Control District's Sub -Lateral D-4 Canal. Staff stabilized the site and removed soil that was blockin a drainage conveyance; however, roadway restoration was not able to be performed due to the size of t culvert. The project consists of the replacemen/erosion ing culvert at the intersection of 4th Street and 90th Avenue and restoration of the 4th Street roar work will include sheet piling, temporary canal bypass, earthwork, sodding, maintenance of trcontrol and any other incidental work required to complete the project. A bid opening for the project was Id on May 19.2021. Nine (9) bids qualified bids were received. A detailed bid tabulation is on file and avail le for viewing in the County Engineering Division. Bid totals are as follows: COMPANY BID Florida Site Co racting Vero Beach, orida $334,472.00 Ferreira Co struction Southern Division Co., Inc. Hobe So d, Florida $342,170.35 Loren J ck Trucking, Inc. Stuar , Florida $347,346.00 Joh. son -Davis, Inc. -Fp/rt Pierce, Florida $349,500.00 imothy Rose Contracting, Inc. Vero Beach, Florida $359,907.70 Gregori Construction, Inc. Titusville, Florida $381,490.00 Ryan Incorporated, Southern Stuart, Florida $419,517.00* Hinterland Group, Inc. Riviera Beach, FL $486,230.00 Boromei Construction, Inc. Okeechobee, Florida $591,510.00 *Denotes mathematical errors on bid form corrected 252 Florida Site Contracting is considered to be the lowest, responsive, responsible bidder for a project with a bid totaling $334,472.00. This bid is $65,528 below the engineer's cost stimate of $400,000.00. Upon checking references, County Staff, has determined that Florida Site Contra ing has successfully completed similar construction projects. FUNDING Funding is budgeted and available in Account No. 31521441-0665191/21008/Optional Sales Tax, Road & Bridge/90th Avenue Culvert Replacement in the amount of $3,472.00. RECOMMENDATION Staff recommends that the project be awarded to FI ida Site Contracting in the amount of $334,472.00 and requests that the Board of County Co missioners.approve the sample agreement and authorize the Chairman to execute said agreem t after receipt and approval of the required Public Construction Bond and Certificate of Insura e, and after the County Attorney has approved the agreement as to form and legal sufficiency. . . ATTACHMENTS Sample Agreement ITEM FOR JUIVE 15. 2021 253 SECTION 00520 - Agreement (Public Works) THIS AGREEMENT is by and between INDIAN RIVER COUNTY, a Political Subdivision State of Florida organized and existing under the Laws of the State of Florida, (hereinafte OWNER) and (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants herei as follows: ,- / ARTICLE 1 -WORK 1.01 CONTRACTOR shall complete all Work as specified\ r\iv Documents. The Work is generally described as follows: The project will consist of the replacement of an ex7sti% culvert af_tl Street and 90th Avenue, in the Indian River Farms W fer'Control Dis Canal. The proposed pipe will be a 96;,,Reinforce I Concrete Pipe Rubble end treatment at the upstream, southerly a d�of the,pipe. Otl sheet piling, temporary canal bypass, earthwork sodding, maintenan control and any other incidental work`regui ed� complete the projec ARTICLE 2 - THE PROJECT 2.01 The Project for i part is generally Project Name County Projectaf Bid Number: Proi.ect Address: r set forth, agree in the Contract ntersecfion of 4th t,Sub-Lateral D-4 CP) with Rip -Rip ,work will include of traffic, erosion ments may be the whole or only a 3.01 The Indian i�eountyPublic Works Department is hereinafter called the ENGINEER and will act as OWNER's representative, assume all duties and responsibilities, and have the rights anpl authority/assigned to ENGINEER in the Contract Documents in connection with the corpepletion of -the Work in accordance with the Contract Documents. 4.01 Time of the Essence All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 02 Days to Achieve Substantial Completion, Final Completion and Final Payment 254 A. The Work will be substantially completed on or before the 60 calendar day after the dtal when the Contract Times commence to run as provided in paragraph 2.03 of the Gen Conditions, and completed and ready for final payment in accordance with paragraph 4.07 of the General Conditions on or before the 90calendar day after the date when the ontract Times commence to run. 4.03 Liquidated Damages A.. CONTRACTOR and OWNER recognize that time is of the essencedf f this Agreement and that OWNER will suffer financial loss if the Work is not completedithin the times specified in paragraph 4.02 above, plus any extensions thereof allowed in ccordance with Article 12 of the General Conditions. Liquidated damages will comm enc r or this portion of work. The parties also recognize the delays, expense, and difficulties, nvolved in proving in a legal proceeding the actual loss suffered by OWNER if the ork<is snot completed on time. Accordingly, instead of requiring any such proof; OWN and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) ONTRlACiOR shall pay OWNER $1,170.00 for each calendar day that expires after time specified in paragraph 4.02 for Substantial Completion until the Work,is—subs ntially complete.�After/Substantial Completion, if CONTRACTOR shall neglect; refu e, or#ail,to complete the remaining Work within the Contract Time or any proper ! xtension�hereof granted by OWNER, CONTRACTOR shall pay OWNER 1`170:00 for) each calendar,,d`ay/th'at expires after the time specified in paragraph 4.02 for compI' ion readiness f�final payment until the Work is completed and ready for final pay ent. ARTICLE 5 -CONTRACT PRICE �\ 5.01 OWNER shall pay,C TRACTO �for completion of the Work in accordance with the Contract Documents�ar C=OL' , in,urreni\f ds equal to the sum of the amounts determined.pursuant to paragra h,5.0-1 and summarized in paragraph 5.01.13, below: A. For all Work, at-the'prices stjdted'in CONTRACTOR's Bid, attached hereto as an exhibit. B.� HE,CONTRA ��� b' U additions and deductions provided in the Contract: CNuerical Amou Written Amou , t: rICLE 6 - PAY OENT-PROCEDURES 6.01 SubmiTal and Processing of Payments A. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions and the Contract Documents. 6.02/ Progress Payments. A. The OWNER shall make progress payments to the CONTRACTOR on the basis of the approved partial payment request as recommended by ENGINEER in 255 accordance with the provisions of the Local Government Prompt Payment Act, Florida Statutes section 218.70 et. seq. The OWNER shall retain five percent (50/6 of the payment amounts due to the CONTRACTOR until final completion p4d acceptance of all work to be performed by CONTRACTOR under the Co ract Documents. 6.03 Pay Requests. A. Each request for a progress payment shall be submitted o the application provided by OWNER and the application for paymen shall contain the CONTRACTOR'S certification. All progress payments w' be on the basis of progress of the work measured by the schedule of Val s established, or in the case of unit price work based on the number of units c mpleted. 6.04 Paragraphs 6.02 and 6.03 do not apply to construction services work purchas96 by the. County as OWNER which are paid for, in whole or in part, with federal funds. d are subject to federal grantor laws and regulations or requirements that are co;trary to any provision of the Local Government Prompt Payment Act. In such -eve , `payment and retainage,provisions shall be governed by the applicable grant require ents an%d.guidelines. 6.05 Acceptance of Final Payment A. The acceptance by the as a release to the OV 7.01 8.01 In following other than Eclaims in CONTRACT,OR-for a,l' this Contract and,-fX-e or arising out ofAew release the CONd RAC )R,of,fnal payment shall be and shall operate claims and all. liability to the CONTRACTOR is as may) be specifically excepted by the fiarrnshed in connection with the work under ieglect of the OWNER and others relating to menta however, final or otherwise, shall not eties from any obligations under the Contract n Bond. y -OWNER, ENGINEER, and others in accordance with ) of the General Conditions to the Construction Contract. S to induc6 OWNER to enter into this Agreement CONTRACTOR makes the enta ions:' )NTRACTOR has examined and carefully studied the Contract Documents and the other ated data identified in the Bidding Documents. CONTRACTOR has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. CONTRACTOR is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. 256 D. CONTRACTOR has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Undergrouryd Facilities) which have been identified in the Supplementary Conditions as providecp in paragraph 4.02 of the General Conditions and (2) reports and drawings of a Hazar ous Environmental Condition, if any, at the Site which have been identified in the Supple entary Conditions as provided in paragraph 4.06 of the General Conditions. E. CONTRACTOR has obtained and carefully studied (or assumes responsibi)l ey for having done so) all additional or supplementary examinations, investigations, exp 6rations, tests, studies, and data concerning conditions (surface, subsurface, and Under- round Facilities) at or contiguous to the Site which may affect cost, progress, or -perform nce of the Work or which relate to any aspect of the means, methods, techniques seque ces, and procedures of construction to be employed by CONTRACTOR, including appl 'ng the specific means, methods, techniques, sequences, and procedures of con`structio if any, expressly required by the Contract Documents to be employed by CONTRACTOR ,an ,safety precautions and programs incident thereto F. CONTRACTOR does not consider that any\furt r examinations, investigations, explorations, tests, studies, or data are necessary for a performance offthe,Work at the Contract Price, within the Contract Times;-and'in ccordance with the.�otl er terms and conditions of the Contract Documents G. CONTRACTOR is aware of the general nateof work to be performed by OWNER and others at the Site that relates to,the_ Work as, ndicated in the Contract Documents. H. CONTRACTOR has correlated the infor ation known to CONTRACTOR, information and observations obtained -from visits to"tli Site; reportssland,drawings identified in the Contract Documents, and al(additional exami! ations; investigations, explorations, tests, studies, and data with the Contract,Docurnents J. K. 9.01 0 CONTRACTOR has given`EeR INEER written notice of all conflicts, errors, ambiguities, or discrepancies TF2�hat CONOhas discovered in the Contract Documents, and the written resolution thereof b EN'GIN'EER is acceptable to CONTRACTOR. The Contract Docume " s.are,gdnerally sufficient to indicate and convey understanding of all terms and conditii; "s for performance and furnishing of the Work. Contractor.is_=1atdr� d with and will use the Department of Homeland Security's E -Verify syste �(www:.e-verifv.gov) to confirm the employment eligibility of all newly hired employe s `for, the duration of this agreement, as required by Section 448.095, F.S. Contractor is/r also responsible for obtaining proof of E -Verify registration for all subcontra ors. Contract Documents consist of the following: 1. This Agreement (pages 00520-1 to 00520-10, inclusive); 2. Notice to Proceed (page 00550-1); 257 3. Public Construction Bond (pages 00610-1 to 00610-3, inclusive); 4. Sample Certificate of Liability Insurance (page 00620-1); 5. Contractor's Application for Payment (pages 00622-1 to 00622-6 inclusive 6. Certificate of Substantial Completion ( pages 00630-1 to 00630-2, inc sive); 7. Contractor's Final Certification of the Work (pages 00632-1 to 00 2-2, inclusive); 8. Professional Surveyor & Mapper's Certification as to Elev tia orSs and Locations of the Work (page 00634-1): 9. General Conditions (pages 00700-1 to 00700-37, inc�lue); 10. Supplementary Conditions (pages 00800-r too'0080 f12 inclusive,); 11. Specifications as listed in Division 1 nts) and`Division,2 (Technical Provisions); / 12. Drawings consisting of a cover sheet andAheets{numbdred\1,through 7, inclusive, with each sheet bearing the following gener.9dtrtle;,4'h,Street Culvert.Replacement; 13. Addenda (if applicable \ \\ \ ); 14. Appendices to this Agreement (gfiumerated as follows): Appendix A - Perm s�`- -.,,, , Appendix B - Indian River ounty-Fertilizer Ordinances Appendix C- Indian Ri'v County.Traffic Engineering Special Conditions for Right of 15 - CONTRACTOR'S 61:D (pages 003:10-1 to 00310-6, inclusive); 1'6 Brd Bond (pag` 30-1 \\� 17.,Sworn Stat/e--nt Under Section 105.08, Indian River County Code, on Disclosure of Relationshipa ges'00452-1 to 00452-2, inclusive); 18. Sworn atement.Under the Florida Trench Safety Act (pages 00454-1 to 00454-2, inclusa 6e) 19. Qualifications Questionnaire (page 00456-1 to 00456-3, inclusive); 20'ist of Subcontractors (page 00458-1); 2 . Certification Regarding Prohibition Against Contracting with Scrutinized Companies (page 00460-1); 258 22. The following which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto: a) -Written Amendments; b) Work Change Directives; c) Change Order(s); ARTICLE 10 - MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement will have the meanings 10.02 Assignment of Contract A. No assignment by a party hereto of any rights binding on another party hereto without the writt( and, specifically but without limitation, moneys f due may not be assigned without such consent restriction may be limited by law), and unless -SPE consent to an assignment, no assignment -wills duty or responsibility under the ContractPocurrp 10.03 Successors and Assigns A. OWNER and CONTRACTOR each`bina itself; representatives to the other party )�reto, its representatives in respect to all coy nts a nag Contract Documents. � / \, 10.04 Severability under or to the General Conditions. estVh the Contract will be pa�rfy sought to be bound; ie,due and moneys that are extent that the, effect of this to the contraryin any written large the "assignor from any s, successors, assigns, and legal successors, assigns, and legal and obligations contained in the A. Any provisioner part -of the'Contract Documents held to be void or unenforceable under any Law or Regulation shall --e deemed`stricken, and all remaining provisions shall continue to be mid and binding pon OWNER,and CONTRACTOR, who agree that the Contract Documents shall tie eformed.to replace such stricken provision or part thereof with a valid and enforceable pr, vision that comes as close as possible to expressing the intention of the 10.05 Venue A. This Cont cf shall be governed by the laws of the State of Florida. Venue for any lawsuit brought , y eit r.party against the other party or otherwise arising out of this Contract shall be in 1, dian River County, Florida, or, in the event of a federal jurisdiction, in the United State District Court for the Southern District of Florida. 10.06 Public Records Compliance Indian River County is a public agency subject to Chapter 119, Florida Statutes. The Contractor shall comply with Florida's Public Records Law. Specifically, the Contractor shall: (1) Keep and maintain public records required by the County to perform the service. 259 (2) Upon request from the County's Custodian of Public Records, provide the County with' a copy of the requested records or allow the records to be inspected or copied w' in a reasonable time at a cost that does not exceed the cost provided in Chapter 1 or as otherwise provided by law. (3) Ensure that public records that are exempt or confidential and exe t from public records disclosure requirements are not disclosed except as authorized by I for the duration of the contract term and following completion of the contract if the contrac r does not transfer the records to the County. (4) Upon completion of the contract, transfer, at no cost, to the C unty all public records in possession of the Contractor or keep and maintain public record required by the County to perform the service. If the Contractor transfers all public r cords to the County upon completion of the contract, the Contractor shall destroy any�,duplicate public records that are exempt or confidential and exempt from public records, disclosure requirements. If the contractor keeps and maintains public records upon comp tion of the contract, the Contractor shall meet all applicable requirements for retaining ubliclrecords�All records stored electronically must be provided to the County, upon. equest from the Custodian of Public Records, in a format that is compatible with the infor tion tech nology,systemso'f the County. B. IF THE CONTRACTI APPLICATION OF CHAPTE CONTRACTOR'S DUTY TO,F TO THIS CONTRACT, CO? RECORDS AT: �X (772) 226-1424. Indian River Co ol anol 771h Q4-ro%o%} UESTIONS REG DRIdA\STATUI UBLIC RECCOR[ E, CUSTODIAN theCbunty Attorney ARDING THE ES, TO THE S RELATING OF PUBLIC ;hall be a material breach of ionally] 260 IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has been delivered to OWNER and CONTRACTOR. All portions of th? Contract Documents have been signed or identified by OWNER and CONTRACTOR or on Meir behalf. This Agreement will be effective on 2021 (the date the Contract is a proved by the Indian River County Board of County Commissioners, which is the Effective ate of the Agreement). OWNER: CONTRACTOR: . INDIAN RIVER COUNTY By: By: Joseph E. Flescher, Chairman Jason E. Brown, County Administrator APPROVED AS TO FORM AND SUFFICIENCY: By: Dylan Reingold, County Jeffrey R. Smith, Clerk of Attest: C ---1 Dep;(SEAL) Desig ated eR presentai Name: James W. Ennis, Title: Assistant P_ublic_W 1801 27th,Streetr Vero Beach, Florida29 (772) 226-1221 Facsimile: (772) 8-- I By: 'ATE dress for giving notices: No. (Where applicable) Agent for service of process: "."PMP ,PMP `' Designated. Representative: irks Director Name: Title: 0 Address: 1 Phone: Facsimile: (If CONTRACTOR is a corporation or a partnership, attach evidence of authority to sign.) * * END OF SECTION * * 261 Sheriff Eric Flowers .. " Indian River County Sheriff's Office May 27, 2021 The Honorable Joseph E. Flescher Indian River County Board of County Commissioners 1801 271h Street Vero Beach, FL 32960 Dear Chairman Flescher, Please allow this letter to serve as a request to be added to the Constitutional Officers and Governmental Agencies portion of the June 8, 2021 BCC agenda. Indian River County Sheriff's Office is requesting permission to apply for the Community Oriented Policing Services (C.O.P.S) Hiring Program Grant. This grant, if approved, will provide funds to hire up to nine (9) additional sworn deputies. The award will cover up to 75 percent of the entry-level salary and fringe benefits for each approved position for a three-year period. There is a minimum of 25 percent local cost match (cost share) requirement. The maximum federal share per officer position is $125,000 over the three-year period (unless a local match waiver is requested and approved).. The IRCSO is requesting nine (9) deputy positions which brings a total cost of $575,548.20 annually calculated at the current base rate of a new hire deputy. The COPS — Hiring Grant would cover 75%, $431,661.15 annually with the agency paying 25%, $143,887.05 annually. The cost savings over the three (3) year period would be approximately $1,294,983.45. Please note that this award does not supplant the budget request for FY21/22. The additional deputies this award will provide were not in the budget due to the cost restraints. Should you have any questions, please contact Grant Specialist, Wendy Gardiner, at 772-978-6214. Thank you for your consideration and time. Sincerely, 1-� Eric Flowers Sheriff EF/wag 4055 41st Avenue • Vero Beach, FL 32960 9 (772) 569-6700 • www.iresheriff.org R� 0 /Q8 / INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSION REQUEST TO BE SCHEDULED FOR PUBLIC DISCUSSION Any organization or individual wishing to address the Board of County Commission shall complete this f in and submit it to the Indian River County Administrator's Office. PUBLIC DISCUSSION INFORMATION Indian River County Code Section 102.04(10)(b): as a general rule, pub/unless ms should be limited to matters on which the commission may take action Indian River County Code Section 102.11(3): limit remarks to three m additional time is granted by the commission Sebastian River NAME OF INDIVIDUAL OR ORGANIZATION: 13695 US 1 Sebastian, FL. 32958 __- ADDRESS:. SUBJECT MATTER FOR DISCUSSION: I Center 772-589-3186 Cellular coverage with Verizon for EMS purposes and patient care IS A DIGITAL/ELECTRONIC PRESENTATION To he WHAT RESOLUTION ARE YOU of thp REQUESTING OF THE COMMISSION? —7t-- ARE PUBLIC FUNDS OR ACTIVITIES WHAT FUNDS OR ACTIVITIES REQUIRED TO MEET THIS REQUEST? For IRC Staff only: Transmitted to Administer or Via: Interactive kb Form ✓ E -Mail _ Hand De 'vered Phone 7 Q PL NED? YES NO expedite Verizon to have better coverage in the north end county for EMS notification system El YES Z NO For Verizon to increase their coverage in the area, with either another tower or increase their output from the existing tower COUNTY ADMINISTRATOR: MEETING DATE: Jason E. Brown 06/08/2021 263 Departmental Item Indian River County, Florida Department of Utility Services Board Memorandum Date: May 19, 2021 To: Jason E. Brown, County Administrator From: Vincent Burke, PE, Director of Utility Services Through: Jennifer Hyde, Purchasing Manager Prepared. By: Terry Southard, Operations Manager, Utility Services Rich Meckes, Wastewater Superintendent Subject: Sole Source for Environmental Equipment Services (EES) and Permission to Increase Capital Funds Background/Analysis: The Wastewater Department's Central Wastewater Treatment Facility (CWWTF) Smith & Loveless grit drives, grit classifiers and grit removal system's electrical control panels are in need of replacement. This equipment was installed and started operation in 1999. Over the past 22 years, the equipment has received normal maintenance and repair. This equipment is recommended for replacement every 15 years and is seven years past its normal service life. The replacement of the grit classifier equipment is approved in the Fiscal Year (FY) 2020/21 capital budget with a total approved amount of $205,000.00. The scope and cost of the project has changed from what was originally budgeted. The new cost is $424,900, which is $21.9,900 over the budgeted amount. The contributing factors of the change are: 1. The initial pricing was requested 16 months ago in January 2020 during the development of the FY 2020/21 budget. 2. Since the electrical panels are original equipment as well, the vendor recommends replacing them now, and this work was not priced into the original capital budget. 3. The recent COVID-19 pandemic has resulted in material and labor cost escalations. The Florida Department of Transportation (FDOT) has reported steel fabricators experienced huge price hikes over the last quarter and have started to increase their bid prices as a result; producers reported increasing bid prices up to 60% in March (from February) alone and 23% in April (from March). The purchase and installation of the new replacement Smith & Loveless grit drives, grit classifiers and grit removal system's electrical control panels need to be addressed to keep the facility in compliance with the Florida Department of Environmental Protection (FDEP) operating permit. The replacement cost of the Smith & Loveless grit drives, grit classifiers and grit removal system's electrical control panels is $424,900.00, as detailed in the attached proposal in Attachment 1. Sanders Company is currently the approved sole source vendor for Smith & Loveless pista grit, grit removal, and grit pumps as approved by the Board of County Commissioners (BCC) on July 16, 2019. The C:\Users\halexander\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\7FX13LHO\Agenda - Central WW Grit classification.94 Sanders Company was purchased by Barneys Pumps in late 2020 and no longer is the sole source for Smith & Loveless equipment. Environmental Equipment Services (EES) is the new sole source for Smith & Loveless. EES is the sole source factory authorized maintainer/installer for service and repair for Smith & Loveless sewage pumping, headworks, screening, and treatment equipment as of February 18, 2021. We are requesting the BCC designate EES as the new Smith & Loveless sole source. Since this is a capital purchase, the funds come from the Utilities operating fund reserves. We are seeking your approval to increase the available funds to purchase and install the replacement Smith & Loveless grit drives, grit classifiers, and grit removal system's electrical control panels at this time from EES. Funding: Due to the site-specific design and fabrication required, the vendor will submit invoices at design completion (30%), receipt/arrival of materials (60%), and after factory startup (10%). Funding for this project up to $205,000 was approved and is available in the capital budget in the Utilities operating fund. However, an additional $219,900 is needed to properly complete the project. Since this is an operating capital item, the funds would come from Utility fund reserves. Description Account Number Amount Central WWTF Clarifier 471-169000-21517 $424,900.00 Recommendation: Staff recommends that the Board of County Commissioners approve Environmental Equipment Services (EES). as the sole source for Smith & Loveless equipment and factory authorized service and repair, and waive the requirement for bids for this and any other Smith & Loveless equipment and/or services, authorize the Purchasing Division to issue a purchase order to EES for $424,900.00, and authorize the Purchasing Manager to sign the purchase agreement after review approval by the County Attorney as to form and legal sufficiency. Staff also recommends the Board authorize the Budget Director to process a budget amendment for $219,900 from the Utility fund reserves balance. Attachments: 1. EES Proposal Quote #021821CP1-rev2 2. Sole Source Letter, Smith & Loveless Inc. 3. Equipment pictures 265 Environmental Equipment Services May 18, 2021 To: Indian River County 3550 49th Street Vero Beach, FL 32967 Attn: Richard Meckes, Kevin Gibson Re: Central Regional WWTF Smith and Loveless Grit Drive and Classifier Replacement Quote#:021821CP1-rev 2 Please see the equipment and installation proposal listed below which shall be per Environmental Equipment Services, LLC (EES) terms and conditions of sale located at the end of this document. This equipment was quoted to match all existing components under serial number 03-02304 with material upgrades to passivated 316SS as listed below for longevity in the Florida corrosive environment. Quotation is good for 90 days from proposal date barring any acts of force majeur Pista Grit Drive and Classifier Replacement with Upgraded MOC 316SS (no Optiflow Baffles) Qty (2) Model 12.0 Counterclockwise Pista Grit Chamber Mechanisms Including Explosion proof motor, gearbox reducer, pinion and bull gears Including Drive Tubes with Grit Fluidizer vanes in 316SS construction All Mounting Hardware and Touchup paint Included Two Sets of Axial Flow Propellers in 316 SS construction Two Sets of split hopper floor plates (essential to grit chamber operation) in 316SS construction . Qty (2) S&L -Schloss Type 12SW-CL grit classifiers in 316SS construction. Krebbs grit concentrator cyclones included in coated carbon steel construction rated for 250 gpm Grit dewatering screws shall be 12" diameter with 0.5 Hp explosion proof 460V motor 1" explosion proof, NO, solenoid Effluent Flush valves provided with each classifier Spare parts Included for classifiers include: (2) neoprene liners and (2) set of Ni -hard wearing shoes Pista Grit Drives Installation without Baffles: Smith & Loveless factory rep onsite for 3 days of supervision including 2 days of travel Local EES crew for 3 days onsite of installation labor Remove existing mechanical drive assembly Remove existing drive tube, hopper floor plates and axial flow propellers Install new equipment that includes. the following: - 316SS Grit Classifiers 266 - Drive motor, gear reducer, pinion and bull gear - 316SS Drive tube with grit fluidizing vanes - 316SS Axial flow propellers - 316SS split semi -circle grit hopper floor plates Includes crane for duration of installation Grouting of drives on top of grit chamber Mobilization and lodging 1 day of start-up services Control Panel Equipment Included: Fabrication of new main headworks control panel and Two (2) custom Smith & Loveless® relay logic control panels in NEMA 4X enclosures for PISTA® GR T CHAMBERS, - Each grit chamber control panel includes: -:Controls for one (1 existing 1 P,1800RPM, 3/60/460 -volt explosion proof paddle drive motor. - Circuit breakers, NEMA starters, overload coils, phase monitor relay, and transformer. - Surge and lightning protection. - Alarm horn and rotating beacon, mounted on the NEMA 4X enclosure. - Fabricate new 316SS NEMA 4X main rit System control panel including: - PLC upgrade to be an Allen Bradley Micrologix 1400 - .M will be AB Panelview 800 - System will have 4 starters and a surge suppression on 480V infeed - Provision for all PLC/HMI programming and startup - Pricing includes removal of (3) old control panels - Installation of new control panels and connect existing conduit and wiring - Disconnect all existing control panel, classifier motor, and grit chamber power leads - Connect all new equipment and control panel wiring - Travel for crew to and from jobsite in Vero Beach, FL with expenses and per diem included - Perform startup and training after.installation - Prepare submittals and 0&M manuals *** Please note that the electrical installation includes disconnect, reconnect and programming time only. The assumption is that all the existing wiring from the main grit control panel to all pumping equipment and solenoids on the bottom level is in good working order and that control panel supports are structurally sound. Should these need modification or replacement/rewiring a change order will be quoted once detected onsite during installation. The interconnected wiring between the new control panels and new grit equipment replacement components on the top of the headworks structure is included in the quotation. Pricing assumes existing conduit is in good enough condition to pull new wiring through and incoming main power feeds to each panel are re -usable. Crew will need the system down for 3 days to complete work. Any additional scope beyond what is quoted herein will require a quoted adder*** Your Total Cost for the Equipment Listed Above, With Installation Included and No Sales Tax Is: $424,900.00 Page 2 of 3 267 Environmental Equipment Services, LLC - 3616 Harden Blvd. #337 - Lakeland, FL 33803 - (863)-450-3595 EES Terms and Conditions 1. We do not include sales tax, pressure gauges, anchor bolts, conduit, tools, toolboxes, lubricants, installation, spare parts, control panels or any other items which are not specifically called out in this scope of supply. 2. Proposal is based on Indian river County standard terms and conditions as of 5/21/21. 3. Payment terms are 30% net 30 days from submittal approval, 60% net 30 days from individual equipment deliveries and .10% retainage released after factory startup has been performed with any unpaid balance 30 days past due being subject to interest at 1-1/2% per month being added to the unpaid balance, with approved credit. 4. The following lead times are estimates only based' on market conditions at the time of the proposal and are conditional on acts of force majeure outside of the company's control. Estimated Submittal Data: 8-10 weeks from purchase order Estimated Shipment of Equipment: 20-22 weeks from approved submittal Cory N. Peavy - President Environmental Equipment Services, LLC C (863) 640-0201 Page 3 of 3 268 Environmental Equipment Services, LLC - 3616 Harden Blvd. #337 - Lakeland, FL 33803 - (863)-450-3595 Smith & Loveless, Inc. SALES AGREEMENT Date: May 18 2021 Project: Indian River County, FL (Central Regional WWTP) Inq #: ES -31110 Rev. 02 Existing S&L SN: 03-02304 Customer Contact: Customer Phone: Customer Email: Your local Smith & Loveless Representative Contact Information: Salesperson & Contact Phone: Cory Peavy (863) 450-3595 Representative Company: Environmental Equipment. Services (EES) Representative Email: cnp@ees-fl.com Scope of Equipment: Existing PISTA®GRIT CHAMBERTm is a CCW Model 12, 270` unit. Two (2) complete PISTA® GRIT CHAMBERTm mechanical drive assemblies. • Includes explosion proof motor, gear reducer, pinion, and bull gear. • Includes drive cover plate, constructed of 316 stainless steel. • Includes mounting hardware. Two (2) PISTA® GRIT CHAMBERTm drive tubes with Grit Fluidizer vanes. • Everything to be constructed of 316 stainless steel. • Includes mounting hardware. • For CCW rotation. Two (2) set of CCW axial flow propellers for the PISTA® GRIT CHAMBERTm. • Constructed of 316 stainless steel • Includes mounting hardware. -MORE- 14040 Santa Fe. Trail Drive. Lenexa, KS 66215 P: 913.888.5201 F: 913.748.0106 www.smithandloveless.com 269 Smith & Loveless, Inc. Page: 2 of 3 Inq: ES -31110 Rev. 01 SN: 03-02304 Location: Indian River County, FL (Central Regional WWTP) Two (2) set of PISTA® GRIT CHAMBER""' hopper floor plates to cover the grit storage hopper. • Includes both semicircle sections with lifting slots to allow access to the grit storage area • Constructed of 316 stainless steel. Optional service adder: On site supervision by a factory trained technician. • Includes three (3) days of startup over one trip by a factory trained supervisor. If additional days are required, seller will furnish a factory trained supervisor for $975 per day including travel time plus actual expenses. -MORE- 14040 Santa Fe Trail Drive. Lenexa, KS 66215 P: 913.888.5201 F: 913.748.0106 www.smithandlovelest.com 270 alfh..Lolfele,-tr. 14040 Santa Fe Trail Drive Lenexa, Kansas 66215 913/888-5201 Name and Address Indian River County 4350 41st Street Vero Beach FL 32967 Attn: Kevin Gibson Quotation Date: 2/18/2021 Job Location: Indian River County, FL Smith & Loveless, Inc., having an office at 14040 Santa Fe Trail Drive, Lenexa, Kansas 66215 (hereinafter referred to as "Seller"), hereby agrees to sell to the buyer designated below (hereinafter referred to as "Buyer"), the following equipment subject to all of the provisions set forth in this Sales Agreement, The Sales Representative is not an agent or employee of Seller and is not authorized to enter into any agreement on Seller's behalf or bind Seller in any way. Grit Classifying and Washing Equipment TWO S&L®/SCHLOSS® Type 12SW-CL grit classifier/washers with 16.26 degree inclined dewatering screw and fed by one cyclone which is mounted on the top of the classifier. The cyclone shall receive grit slurry rate of about 250 GPM. The grit classifier tank will be constructed of 316 stainless steel trough, suitable reinforced and mounted on stainless steel supports. Grit will be removed by 12 -inch diameter screw with replaceable abrasion resistant shoes. Motor shall be 0.5 HP, explosion proof, 3/60/460V. Each classifier shall be supplied with an Effluent Flushing Water (EFW) to provide supplemental grit washing. The system shall include a 1" diameter, explosion proof, normally open, solenoid valve and a water filter designed with washable 80 -mesh (200 micron) polyethylene or propylene disc element and bowl and Buna N gaskets. Spare parts: Two (2) neoprene liners Two (2) set of Ni -hard wearing shoes CORROSION PROTECTION: All motors and gearboxes shall be furnished with the original manufacturer's coating. Final touch up and finish coating shall be the responsibility of the purchasing contractor. Approximate total weight of each Screw Conveyor: 2,000 lbs. Approximate total weight of each Hydrocyclone: 104 lbs. Each classifier will be shipped in maior pieces as follows: Hydrocyclone —1 piece Screw Washer —2 pieces NOT INCLUDED: Field paint or painting Lubricants 271 NOT INCLUDED (cont'd): Performance Testing and/or Grit Removal Efficiency Testing PLC Program Copy (if applicable) Smith & Loveless, Inc. will provide one electronic copy of the O&M on CD in PDF format and four hard copies of the O&M. Additional copies can be provided for $50. per copy. Warranty: 12 months from start-up does not exceed 18 months from date of shipment that equipment will be free from defects in materials and workmanship.. Does not include labor. SUBMITTAL DATA & DELIVERY: F.O.B. factory plus any taxes, which may apply. Truck/Rail freight allowed to the job site, rail siding or nearest unloading area -unloading to be by Buyer. Due to the spike in gas prices, which is beyond the control of Smith & Loveless at the time of our quotation/bid, a fuel surcharge may need to be assessed at time of shipment. With continuing approval of the Smith & Loveless Credit Department, payment terms are 100% Net 30 days from date of shipment, or at time of start-up, whichever occurs first. Due to wide fluctuations and increases in the price of stainless and carbon steel components we are experiencing in very short time frames, the sales price of the equipment quoted herein is subject to an escalation in price. Escalation shall be based upon the increase in the Producer Price Index, U.S. Department of Labor, Bureau of Labor Statistics -Group: Machinery and Equipment: Special Industry Machinery and Equipment, Series Id-WPU116 (the Index"). The escalation shall be calculated based upon the percentage increase of the monthly index between the date of this quotation and the date of shipment of the equipment (i.e. the index for the month of the shipment minus the index for the month of quotation divided by the index for the month of quotation, multiplied by the quoted price). Note there is approximately 2-4 month delay in the publishing and finalizing of these indexes by the Federal Government. Therefore, the escalation will be calculated at the time the index for both months has been published and finalized. Pricing is firm for 90 days from bid date. Two (2) days supervision of initial operation, start-up and operator training over one (1) trips are included. If additional days are required, Seller will furnish a factory -trained supervisor for $950 per day including travel time plus actual travel expenses. Seller to send Submittal Data for approval 5-6 weeks after receipt of complete details at Seller's factory. Manufacturing completion is estimated 16-18 weeks after receipt in Seller's office of approved Submittal Data and/or after all notations or comments have been clarified, approved and inserted into the manufacturing documents by the Seller. Variations in the time Submittal Data is returned to Seller and/or Submittal Data marked approved but which contain contingencies or variations may impact the completion time of the equipment. 272 Smith & Loveless, Inc. Date: Project Inq #: Rev. Existing S&L SN: Customer Contact: Customer Phone: Customer Email: SALES AGREEMENT May 18, 2021 Indian River County, FL ES -31415 03-02034/03-1540 Your local Smith & Loveless Representative Contact Information: Salesperson & Contact Phone: Cory Peavy (863) 450-3595 Representative Company: Environmental Equipment Services (EES) Representative Email: cnp@ees-fl.com Scope of Equipment: Two (2) custom Smith & Loveless® relay logic control panels in NEMA 4X enclosures for PISTA@ GRIT CHAMBERSTm. • Each control panel to control one (1) existing 1 HP, 1800RPM, 3/60/460 -volt explosion proof paddle drive motor. • Includes circuit breakers, NEMA starters, overload coils, phase monitor relay, and transformer. • Includes surge and lightning protection. • Includes alarm horn and rotating beacon, mounted on the NEMA 4X enclosure. Two (2) days start-up over one (1) trip is included. If additional days are required, Seller will furnish a factory -trained supervisor for $975 per day including travel time plus actual travel expenses. -MORE- 14040 Santa Fe Trail Drive. Lenexa, KS 66215 P: 913.888.5201 F: 913.748.0106 www.smithandloveless.com 273 ADDITIONAL TERMS AND CONDITIONS 1. GENERAL A. Buyer's execution of this Agreement constitutes Buyer's offer to purchase, on the terms and conditions set forth herein, the equipment described in this agreement, and such offer is irrevocable for thirty (30) days after Buyer executes and delivers to Seller this Agreement together with all necessary engineering data and information. Prices are firm for sixty (60) days after the bid date provided a firm order is received at the factory within that time period and provided approved Submittal Data is received at the factory within forty- five (45) days from the date submittals are forwarded from the factory. In the event firm orders and Submittal Data are not received by Seller within the times set forth above, then price and delivery estimates may change due to changes in the costs of material and labor and/or factory capacity at the time when the firm orders or approved Submittal Data is received by Seller. Seller reserves the right to amend this Sales Agreement if not signed and returned within ninety (90) days from the quotation date. In the event we are unable to ship within estimated period for reasons beyond our control, including a request by the Buyer to defer shipment, the prices are subject to adjustment to those prevailing at the time of shipment, but will not exceed 1-1/2% per month. B. THIS AGREEMENT IS NOT BINDING ON SELLER UNLESS SIGNED ON SELLER'S BEHALF BY AN OFFICER OR MANAGER OF SELLER. C. This Agreement constitutes the entire contract between the parties with respect to said equipment (any prior agreement, representation, covenant or warranty, written or oral, being superseded hereby) and may not be amended or modified except by a written instrument duly executed by both parties, the provisions of any purchase order or other document submitted by or on behalf of Buyer to the contrary notwithstanding. D. All notices hereunder are to be in writing and mailed postage prepaid to the party being notified at the address indicated in this agreement or at such other address as may be designated in writing. E. Remedies provided for herein are cumulative and are in addition to all other remedies as may be available at law or in equity. F. This Agreement is governed by and subject to the laws of the State of Kansas and the Buyer by executing this agreement agrees to submit to the Jurisdiction of the State of Kansas and the venue for any disputes between the parties will be in the District Court of Johnson County, Kansas, or the Federal District Court of Kansas. 2. NOTICE TO PROCEED- Return to Seller of approved Submittal Data or notification to Seller that the submission of submittals will be waived, constitutes notice to Seller to proceed with manufacture. In the event Seller does not receive approved Submittal Data within forty- five (45) days after Seller's submission of submittal data for approval, then Seller reserves the right to amend price and delivery of the equipment being sold. Final approved Submittal Data means approval by Buyer (or Buyer's representative) of Seller's Submittal Data and/or after all notations or comments have been clarified, approved and inserted into Seller's manufacturing documents at which point Sellers estimated completion schedule commences. Variations in the time Submittal Data is returned to Seller and/or Submittal Data marked approved but which contain contingencies or variations may impact the completion time of the equipment. Seller agrees to furnish only the equipment included in Seller's quotation and/or as described and modified in the Submittal Data. Approval of the Submittal Data constitutes acceptance of the equipment in the configuration described therein. If Seller is directed to change the scope of the equipment after notice to proceed to manufacture, then Seller reserves the right to amend the price and delivery of the equipment. 3. EXCUSED PERFORMANCE- Seller is not liable for any failure or delay in performance hereof, with respect to delivery or otherwise, if such failure or delay is due to any cause beyond Seller's control including, but not limited to, any Act of God, war, civil disturbance, riot, labor difficulty, factory capacity, fire, other casualty, accident or supplier's failure or inability to perform. 4. CREDIT APPROVAL- The credit terms specified herein are subject to Seller's continuing approval of Buyer's credit and if, in Seller's sole judgment, Buyer's credit or financial standing is impaired as to cause Seller to deem itself insecure, Seller may withdraw the extension of credit and require other payment terms. 5. PAYMENT- Subject only to any credit terms, which Seller may extend, the total purchase price hereunder is due at such time, within or after the estimated shipment period specified herein, as said equipment is ready to be shipped. Buyer shall pay in full all invoices within the time for payment specified therein and Buyer's payment obligation is in no way dependent or contingent upon Buyer's receipt of payment from any other party. Any balance owed by Buyer for thirty (30) days or more after the same becomes due is subject to a 2% per month delinquency charge until paid. In addition to all other amounts due hereunder, Buyer shall reimburse Seller in full for all damages, costs and expenses, including reasonable attorneys' fees, which Seller may incur with respect to Buyer's breach of this Sales Agreement or the collection of past due amounts from Buyer. If Buyer is in default under this or any other agreement with Seller, Seller may, at its option, defer performance hereunder until such default is cured. 6. SECURITY INTEREST- Until all amounts due hereunder have been paid in full, Seller has a security interest in said equipment and has all rights of a secured party under the Uniform Commercial Code including, without limitation, the right to take possession of said equipment without legal process and the right to require Buyer to assemble said equipment and make it available to Seller at a place reasonably convenient to both parties. At Seller's request, Buyer shall execute any financing statement or statements submitted by Seller in order that Seller's security interest in said equipment may be perfected. 7. WARRANTY & LIABILITY- Seller warrants only that said equipment is free from defects in materials and workmanship as set forth in Seller's standard Certificate of Warranty furnished to Buyer at the time of final shipment. THIS WARRANTY IS EXPRESSLY IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED INCLUDING ALL IMPLIED WARRANTIES OF MERCHANTABILITY, FITNESS FOR ANY PARTICULAR PURPOSE OR DESIGN AND WHICH ARE EXPRESSLY DISCLAIMED BY SELLER. Seller's sole responsibility with respect to any equipment which proves to be defective as to materials or workmanship is either to replace or to repair the same as is set forth in said Certificate of Warranty. Unless authorised in writing by Seller, Seller is not responsible for any charge or expense incurred for the modification, servicing or adjusting of said equipment after the same has been delivered to Buyer. Seller is not liable in association with its warranty or in any other capacity for any consequential, incidental or liquidated damages, late fees/damages or penalties. 8. CLAIM PERIOD- Buyer shall immediately inspect said equipment upon receipt thereof and immediately notify the carrier of any damage, shortage or other nonconformance. Seller is not obligated to consider any claim for damages, shortages or non-conformance unless notified by Buyer within ten (10 ) days after Buyer's receipt of said equipment. 9. CANCELLATION- Should Buyer cancel this agreement without Seller's prior written consent, Seller may, at its option, recoTqe7om Buyer a cancellation charge of not less than 20% of the purchase price hereunder. This cancellation charge is intended to comperrs9tErSeller for difficult -to -calculate economic losses, including but not limited to, material and labor costs, as well as loss of anticipated profits suffered due to cancellation. 10. SEVERABILITY — If any provision or provisions of this Agreement shall be held to be invalid, illegal, unenforceable or in conflict with the law of any jurisdiction, the validity, legality and enforceability of the remaining provisions shall not in any way be affected or impaired thereby. 11. STORAGE- If at such time, within or after the estimated shipment period specified herein, as Seller notifies Buyer that said equipment is ready to be shipped Buyer requests a delay in shipment, Seller may, at its option, agree to store said equipment for a period of time determined by Seller, provided that such agreement will not affect Buyers obligation to pay in full all invoices as they become due, and provided further that for each month, or portion thereof, said equipment is so stored by Seller, Buyer shall pay to Seller as a storage fee an amount equal to 2% of the purchase price. 12. DRAWINGS, ILLUSTRATIONS AND MANUALS- Catalog and proposal drawings, bulletins, and other accompanying literature are solely for purpose of general style, arrangement and approximate dimensions. Seller may make any changes Seller deems necessary or desirable. Submittal for approval, if required, will be made after receipt of complete information from Buyer. Unless otherwise specified at the time of quotation, six sets will be furnished. Additional sets are at $25.00 per set. Installation, maintenance and operation manuals will be furnished in the number of copies specified at the time of quotation. If none specified, four will be provided at no added cost, with additional copies at $50.00 each. 13. PERMITS, LICENSES- Buyer at its sole cost and expense shall obtain all building or other permits or licenses with respect to the installation and operation of said equipment required by any federal, state or local governmental body. 14. PATENT INDEMNIFICATION- Seller shall, at its own expense, defend any suit instituted against :Buyer, based on any claim that equipment furnished hereunder infringes any Letters Patent of the United States, and Seller shall pay any damages assessed against Buyer in any such suit, provided that Buyer, upon service of process upon Buyer, gives to Seller notice in writing of the institution of such suit, and permits Seller, through counsel chosen by Seller, to defend the same, and gives Seller all information in Buyers possession and reasonable assistance and authority to enable Seller so to do. Seller shall have no liability or obligation to Buyer for patent infringement resulting from compliance by Seller with written instructions or specifications of Buyer concerning the structure, operation, material, or method of making equipment furnished hereunder. Agreed to this day of Agreed to this day of at Lenexa, KS. Buyer By Print Name By Authorized Signature Address Is this purchase tax exempt? Yes_ No SMITH & LOVELESS, INC. By Authorized Signature Prepared by Sales Representative If YES, attach Sales Tax Exemption Certificate. Failure to provide tax exempt certificate prior to shipment will result in Buyer being responsible for all applicable taxes. NOTE: The Sales Representative is not an agent or employee of Seller and is not authorized to enter into any agreement on Seller's behalf or to bind Seller in any way. 275 Smith & Loveless, Inc. February 18, 2021 Indian River County 4350 41st Street Vero Beach, FL 32967 Mr. Richard Meckes, Smith & Loveless, Inc." is the manufacturer of a full line of sewage pumping, headworks, screening, and treatment equipment. Smith & Loveless only sells this proprietary equipment and proprietary parts directly to end-users or through sole -source Representatives. Because even the first Smith & Loveless pump station sold in 1946 is still in operation, Smith & Loveless spends large portions of its resources in not only providing spare parts but knowing and maintaining the knowledge of which parts are now used for every piece of S&L equipment. This information is kept by each unique S&L serial number. S&L has developed and has had parts specifically developed for S&L, which can only be purchased through Smith & Loveless, Inc. This letter is to certify that Smith & Loveless, Inc. is the sole source for its new equipment, retrofit equipment, and parts. Our parts and retrofit departments can be reached by calling 800-922-9048. Your local sole -source Representative is Environmental Equipment Services (EES) for treatment equipment. Their phone number is 863-450-3595. Best regards, lx_� - Sarah Gosewehr Manager Parts Department Aftermarket Division Smith & Loveless, Inc. 276 j U � I. I -4 A nu I iLU E., N - 00 22-r � N !C 0 CL <, - J�-, # ` cu ley �_- w_ - 4� E a �. .Eo m0 . ata of ' 6 ` p 0 @ .+ _ - �-' 0 C:o d 7 fi3 .�' *�,,, yamtiN 41] � � � 4a .r � r � M _ OL,Cac,o Co CL a�� °�a0 cu m Co „�c,CL< as � E 0 0 &0 cu. _ a,_ Ca cn 1- CL 3z__°LL (D0 .�ca a. aur' CL CL �=_ CL = 2 its w m � .� � (D co = -r-� � � 0- � � LL .,-. �i A� l � ca m Departmental Item /2 Ya Indian River County, Florida Department of Utility Services Board Memorandum Date: June 1, 2021 To: Jason E. Brown, County Administrator From: Vincent Burke, PE, Director of Utility Services Subject: Well Field Feasibility Expansion Study by All Webbs Enterprises, Inc. Background: On July 12, 2016, All Webbs Enterprises, Inc., (AWE) was awarded Bid 2016031 to construct a new 16 - inch diameter Upper Floridan Aquifer production well, in addition to the rehabilitation of production wells 3, 4, 5, and 6. Water produced by the wells is transported by mains to the South County Reverse Osmosis (RO) Water Treatment Plant (WTP). A brief timeline of events for this project is as follows: • Tuesday, April 4, 2017 — Change Order No. 1 executed, adding 250 days to the contract time, putting substantial completion at November 28, 2017, and final completion at January 27, 2018. This work was valued at $1,051,783.57 to install a replacement well #4 (S-411). • Tuesday, July 3, 2018 — Change Order No. 2 executed, adding 380 additional days to the contract time, putting substantial completion at December 13, 2018, and final completion at February 11, 2019. This work added $551,160 to the contract for deepening wells S-2, S-3, S-5, and S-6 for better water quantity and quality. On February 16, 2021, the Board of County Commissioners (BCC) approved the final pay to AWE as noted in the table below Initial Contract $ 1,477,360.00 Change Order #1 Retainage to be Paid 1,051,783.57 Change Order #2 $ 206,623.98 551,160.00 Total Contract $ 3,080,303.57 Adjustments to Contract (24,167.00) Total Completed and Stored to Date (through final completion) $ 3,056,136.57 Less Liquidated Damages to be Held (100,080.00) Total to be Paid to All Webbs $ 2,956,056.57 Payments to Date $ 2,749,432.59 Pay Application 25 153,897.15 Retainage to be Paid 52,726.83 Total to be Paid to All Webbs — Final Pay $ 206,623.98 \\fileserver2\public\Utilities\UTILITY - Engineering\WATER\CUP-10524\LFA Well work 51 and N7 All Webbs\All webbs S-1 and N-7 Well deepening LFA.doc 280 Departmental Item Analysis: The Indian River County Department of Utility Services (IRCDUS) is being tasked to explore other water uses so as to not impact existing legal users (ELUs), as required by the St. Johns River Water Management District (SJRWMD) regulations. Therefore, IRCDUS is seeking services to explore the feasibility of potentially using sources of water that may or may not be available in sufficient quality or quantity from the Lower Floridan Aquifer (LFA). The LFA resides below the Upper Floridan Aquifer, can potentially be less permeable than the Upper Floridan, and can be generally more saline. Such investigations are necessary at the existing county well fields located at both drinking water plants; specifically, at the Oslo Road (South County Reverse Osmosis -SCRO) plant and the Hobart (North County Reverse Osmosis-NCRO) plant. Unit cost pricing was obtained from AWE similar to the schedule of values included in Bid 2016031. Note, however, that the scope and scale of the work is different from what was originally submitted. IRCDUS solicited a proposal from another well firm, but that firm did not have the proper well drilling equipment to go to the depth needed for the LFA water source. Thus, AWE was solicited based on their previous work with IRCDUS, and the fact that they have the necessary equipment and personnel to perform the investigative well work. IRCDUS' hydrogeologist, JLA Geosciences (JLA), having provided previous well rehabilitation supervision work on behalf of the county, supplied AWE with the following scope (Attachment 1) and was given a schedule of values (Attachment 3). The scope summary for AWE is noted to be: Furnish all labor, equipment and materials necessary to deepen and test two (2) existing Upper Floridan Aquifer wells (Well N7 and Well S1) for Indian River County Utilities Department (OWNER). Well N7 located at the North County (Hobart Park) reverse osmosis treatment facility and S1 is located at the South County (Oslo Road) reverse osmosis treatment facility. The scope of work for each well will include: mobilization; removal of portions of the existing wellhead, removal of the column pipe, pump, and appurtenances; preliminary downhole video logging; deepening of the existing borehole; formation water disposal system (including temporary piping and pumps, and compliance with discharge permit requirements); performance of a full geophysical logging suite; installation of a straddle packer and performance of a packer test to evaluate the confining unit; installation of an off bottom packer and performance of a 24-hour constant rate aquifer performance test (APT) of the Avon Park Permeable Zone (AAPZ); performance of a 24-hour constant rate APT of the Upper Floridan Aquifer (UFA); optional back -plugging of the borehole with neat cement; optional well acidization; pump development; step -drawdown testing; re- installation of the permanent well pump, column pipe, and wellhead; well facility disinfection; purging and bacteriological clearance; demobilization and restoration of the well sites as described herein. JLA Geosciences did a comparison of AWE's Avon Park permeable zone (APPZ) exploration and testing bid costs with either AWE's previous IRCDUS project costs or with other more recent competitively bid projects with similar work items. A few things to note based on this comparison: Overall proposal total is —9% higher than the comparison estimate. Bid Item #2, unforeseen conditions allowance to drill out a bit cemented into place in the bottom of the S1 borehole has no good comparison. Bid Items #11 and #12 pumping tests do not have a good comparison item. When looking at the amount of time for each pumping test, including background, pumping, and recovery, the hourly cost is $417/hour, which is less than the previously bid step rate test rate of $500/hour from the original 2017 AWE South Plan Well Rehabilitation Bid. \\fileserver2\public\Utilities\UTILITY - Engineering\WATER\CUP-10524\LFA Well work S1 and N7 All Webbs\All webbs S-1 and N-7 Well deepening LFA.doc 281 Departmental Item AWE's current bid pricing for bid Items #8, #16, #21, #23, and #24 are substantially higher than AWE's previously bid prices for IRC projects, but are in line with more recent bid pricing on other similar projects. AWE's current pricing for bid Items #10 and #15 are notably higher than recent bid pricing on other similar projects. AWE's current bid pricing for bid Items #13, #18, and #20 are lower than AWE's previously bid prices for IRC projects or recent bid pricing on other similar projects. In general AWE's 9-10% increase in overall pricing does not seem to be out of line with current bid price increases, especially considering how long ago AWE's previous IRC bids were generated. Due to the need to perform this well field investigation now, there presents an opportunity to work with an existing contractor that has provided similar services to the County in the past. We are told that the few well contractors that are in the area are very busy with existing workloads and the time required to issue and award a request for proposals (RFP) would extend the time required to do this investigative work. AWE has provided responsible work to IRCDUS, and so staff recommends that the BCC waive the requirement for bids for the well field work at S-1 and N-7 for $992,100. Staff recommends awarding a contract to AWE, after review and approval of the terms and conditions by the Purchasing Manager, obtaining the necessary insurance coverage, and upon review and approval by the County Attorney as to the legal form and sufficiency. Funding: Funds of $992,100 for this project are derived from Utilities capital funding. Utilities capital fund revenues are generated from impact fees. Furthermore, new growth has created the need for the expansion or construction of the facilities, and that new growth will benefit from the expansion or construction of the facilities. Account Name Account Number Amount Utilities Impact Fees/Well Field Expansion 1 472-169000-21550 $992,100 Recommendation: Staff recommends that the Indian River County Board of County Commissioners waive the requirement for bids, approve the sample agreement with All Webbs Enterprises, Inc., for the well field feasibility investigation work at wells S-1 and N-7, and authorize the Chairman to execute said agreement after approval by the County Attorney as to form and legal sufficiency. Attachments: 1. Section 01000 Summary of Work 2. Section 01200 Measurement and payment 3. Schedule of Values for Investigation for 51 and N7 wells 4. Sample Agreement \\fileserver2\public\Utilities\UTILITY - Engineering\WATER\CUP-10524\LFA Well work S1 and N7 All Webbs\AII webbs S-1 and N-7 Well deepening LFA.doc 282 SECTION 01000 SUMMARY OF WORK PART 1 - GENERAL 1.01 WORK COVERED BY CONTRACT DOCUMENTS A. Furnish all labor, equipment and materials necessary to deepen and test two (2) existing Upper Floridan Aquifer wells (Well N7 and Well S1) for Indian River County Utilities Department (OWNER). Well N7 located at the North County (Hobart Park) reverse osmosis treatment facility and S1 is located at the South County (Oslo Road) reverse osmosis treatment facility. The scope of work for each well will include: mobilization; removal of portions of the existing. wellhead, removal of the column pipe, pump, and appurtenances; preliminary downhole video logging; deepening of the existing borehole; formation water disposal system (including temporary piping and pumps, and compliance with discharge permit requirements); performance of a full geophysical logging suite; installation of a straddle packer and performance of a packer test to evaluate the confining unit; installation of an off bottom packer and performance of a 24-hour constant rate aquifer performance test (APT) of the Avon Park Permeable Zone (AAPZ); performance of a 24-hour constant rate APT of the Upper Floridan Aquifer (UFA); optional back - plugging of the borehole with neat cement; optional well acidization; pump development; step -drawdown testing; re -installation of the permanent well pump, column pipe, and wellhead; well facility disinfection; purging and bacteriological clearance; demobilization and restoration of the well sites as described herein. B. Construction details for the existing production wells are as follows: Well construction depths indicated are approximate and based on grades at the time of construction. Contractor shall verify depths during geophysical and video logging as needed to perform work. "Following rehab of well S-1 in 2000, open hole was reamed from 8" to nominal 11" diameter. After failed attempts to remove drill bit at bottom of the well, it was cemented in place at bottom of borehole. Video survey measured TD of borehole at 697 feet. ^Pump depth estimated. C. Work will be performed with the artesian flow from the well controlled by the CONTRACTOR's pump using the connection provided on the OWNER's 283 S-1 N-7 Casing Diameter (inches) 12 16 Cased Depth (feet) 382 398 Total Depth (feet) 697`' 708 Open Hole Diameter (inches) 11 14 Pump Type Vertical Turbine Vertical Turbine Pump Intake depth 100^ 100^ Well construction depths indicated are approximate and based on grades at the time of construction. Contractor shall verify depths during geophysical and video logging as needed to perform work. "Following rehab of well S-1 in 2000, open hole was reamed from 8" to nominal 11" diameter. After failed attempts to remove drill bit at bottom of the well, it was cemented in place at bottom of borehole. Video survey measured TD of borehole at 697 feet. ^Pump depth estimated. C. Work will be performed with the artesian flow from the well controlled by the CONTRACTOR's pump using the connection provided on the OWNER's 283 wellhead. Well artesian head shall not be "killed" using a salt concentrate solution or other method. D. The CONTRACTOR shall be responsible for all labor, materials, transportation, tools, supplies, equipment, and appurtenances necessary to deepen, develop, and test the well as specified herein. In general, all methods and material used under this construction shall be in accordance with the latest revisions of the American Water Works Association Standard for Wells (AWWA A100-15) and the National Groundwater Association. Standards as they apply to the particular needs or conditions encountered in the proposed work. E. Discharge water generated during rehabilitation shall be discharged to the CONTRACTOR's formation water disposal system and then to discharge locations identified in the project drawings for each well site. All well sites will require additional temporary piping to discharge water to the approved locations. Settling and treatment of formation water to be discharged is the CONTRACTOR'S responsibility and shall be in accordance with all applicable regulations and as described herein. F. The CONTRACTOR shall diligently and timely perform the scope of work independently of all others who may perform concurrent tasks during execution of the scope of work. G. Following completion of well rehabilitation, the CONTRACTOR shall reinstall the pump, column pipe, wellhead, appurtenances to the extent the well is ready for service by the OWNER. CONTRACTOR shall perform disinfection and bacteriological testing as required for well clearance. Substantial completion will be deemed complete following restoration of operational service of the subject well. H. Project Substantial and Final Completion Dates a. Substantial Completion: 90 calendar days per well (Substantial completion will be deemed complete following restoration of operational service of the subject well) b. Final Completion: 120 calendar days per well (240 calendar days total) from the Notice to Proceed. I. The CONTRACTOR will be allowed only one (1) well out of service per water treatment plant for rehabilitation. The OWNER shall determine the sequence of wells to be rehabbed based on WTP operational constraints. J. Depths presented in these specifications are estimated; specific construction details, such as open hole intervals and testing intervals for each well will be determined based on site specific lithologic conditions, water quality, and well performance encountered during drilling and testing. 284 K. The OWNER reserves the right to add to the work in accordance with the Contract Documents. 1.02 WORK BY OTHERS A. The CONTRACTOR shall yield to operations at the water treatment plant at all times and not interfere in any way with operations or personnel. The CONTRACTOR shall comply and adhere to all security requirements including but not limited to background checks and issuance of security badges. Access to the well site and work areas shall be limited to the areas shown on the project drawings and as discussed in the pre -construction meeting(s). B. Throughout the construction process, the ENGINEER or OWNER's representative reserves the right to perform onsite inspections of the CONTRACTOR and construction process. Documentation of work shall include, but not be limited to, detailed documentation of daily work performed by the CONTRACTOR, and photographs and/or videos of critical phases of well construction, development, and testing. C. Perimeter fencing must be secured at all times including but not limited to the installation of temporary construction fencing prior to the removal of existing perimeter and security fencing required for construction. CONTRACTOR must submit a plan outlining the installation and removal of fencing for approval by OWNER prior to mobilization. 1.03 WORK SEQUENCE A. Sequence of the work will be discussed at the pre -construction conference and will be as described in the Rehabilitation Sequence below. B. CONTRACTOR must contact the SJRWMD and County Health Department and submit the "Well Construction Permit Application", and any others required for construction, prior to commencement of well drilling activities. C. Sequence of detailed work shall be discussed at the Pre -Construction meeting. Alternative sequence of work may be considered if the proposed sequence is of benefit to the OWNER. The Contractor shall be prepared to perform the sequence as outlined. D. The construction schedule shall be met based on day work only (M -F, 7 AM — 7 PM) and excludes nights, weekends, and Indian River County and Federal holidays. E. The CONTRACTOR shall obtain approval from the OWNER for all 24-hour work excluding weekends and Federal holidays. 285 1.04 REHABILITATION SEQUENCE The sequence of work is described below. Work shall begin with Well S1 followed by N7. A. Mobilize to the OWNER approved well rehabilitation site and prepare forwell rehabilitation. Coordinate the work with OWNER to isolate the well from the raw water main, and OWNER to lock out and tag out all electrical power. Set up construction and support equipment within the OWNER controlled area of the well site. Additional CONTRACTOR laydown will be provided by the OWNER. B. Remove external piping, fittings, valves, wellhead assembly, pump column, and pump and secure exposed wiring from harm during site activities. Protect and secure well site components to remain on site. Following the well rehabilitation, the CONTRACTOR shall re -install any equipment previously removed unless approval not to do so is given in writing by the OWNER. The removed pump shall be transported by the CONTRACTOR to the plant during the out -of -service period. During the period of the contract, the CONTRACTOR will protect all well appurtenances removed by the CONTRACTOR; protect all remaining improvements; and protect any equipment loaned to the CONTRACTOR by the OWNER. If the CONTRACTOR becomes aware of any faulty or damaged OWNER equipment, the CONTRACTOR shall notify the OWNER immediately. C. Removal of the well pump shall be performed by the CONTRACTOR under 'no -kill' conditions. The CONTRACTOR shall dewater the well during pump removal using the existing wellhead or other approved methods. D. Install formation water discharge piping and settling system to approved location for wells S1 and N7. For well S1 assume approximately 1,500 feet of minimum 12 -inch diameter HDPE or equivalent discharge piping to connect the contractor formation water settling system to the outfall location. For well N7 assume approximately 800 feet of minimum 12 -inch diameter HDPE or equivalent discharge piping to connect the contractor formation water settling system to the outfall location. E. Perform a down hole video camera log of the casing and open interval under pumping conditions in the presence of the HYDROGEOLOGIST. Turbidity and suspended sediment shall have been removed from the formation water by the CONTRACTOR to the extent that visibility is not impaired during logging to the satisfaction of the HYDROGEOLOGIST. All static (non-flowing/pumping) logs shall be performed prior to dynamic (pumping) logs. Flow rate shall be a minimum 50% of the well design rate or 500 gpm whichever is more. If the well is not capable of flowing at the above rate, the CONTRACTOR shall install a test pump to pump the well at the said rate. The video camera lens shall be color and capable of 360 -degree 286 movement; be controlled by the logging technician; be independent of the camera body; and have focus capability. The video camera shall be centralized in the borehole. The centralizers shall self -adjust to different casing and hole sizes as necessary. If the HYDROGEOLOGIST determines that the video is unacceptable due to poor quality, the CONTRACTOR at his expense shall obtain the necessary equipment to perform additional logging to the satisfaction of the HYDROGEOLOGIST. E. Drill a nominal 12 -inch diameter borehole using the reverse air method from current total depth to approximately 1,500 feet bls, collecting cuttings and water quality every five (5) feet. F. Pump test the well during reverse air drilling every 30 feet or drill rod change. Water level measurements shall be performed with the use of a water level meter or manometer if artesian. Pumping rates shall be measured using a recently calibrated flow meter and verified by an orifice weir. If orifice pipe and flow meter are not capable of measuring flow, volumetric tests may be performed to determine flow rates and confirm flow meter measurements. Obtain daily static water levels for specific capacity calculations. A manometer tube and fixed measuring tape shall be connected to the construction header and erected to a height above the static water level of the drilled zone if static water levels are artesian. G. Perform a complete suite of geophysical, water quality and flow logs from the base of casing to the total depth of the well, including. 1. Dual Induction logs (static) 2. Natural gamma log (static) 3. Spontaneous potential log (static) 4. Caliper log (static) 5. Temperature log (static and dynamic) 6. Fluid resistivity (static and dynamic) 7. Flow log (static and dynamic) 8. Borehole compensated sonic log (static) All static (non -flowing) logs shall be performed prior to dynamic (flowing) logs. H. The OWNER and HYDROGEOLOGIST will review the collected geophysical and video logging and will be provided up to three (3) working days to evaluate what intervals of the well to further test. The evaluation days shall be included in the CONTRACTOR price; no standby time will be awarded for this evaluation time. Perform Straddle and off bottom packer pump testing, as directed by the HYDROGEOLOGIST to test the intermediate confining unit, the Avon Park Permeable Zone (APPZ) and the UFA. The details and execution are as 287 follows: For all packer tests, the work pipe shall consist of drill pipe or equivalent with a minimum 6 -inch inside diameter to facilitate the installation of an appropriate submersible electric pump and water level monitoring equipment. The pump shall be set at a depth of approximately 250 feet (or greater) below pad level. ii. The internal surfaces of the drill pipe, casings and other fittings used for the packer tests shall be free of rust, scale and other materials that could be dislodged and interfere with the results of a test. The Contractor shall ensure the stand pipe and joints do not leak during testing operations. CONTRACTOR shall provide water level pressure transducers data loggers manufactured by InsituTM or equal. The transducers shall have an appropriate range and accuracy for the well as approved by the HYDROGEOLOGIST prior to testing for intervals both above and below the upper packer. The Contractor shall provide a means to monitor the packer seal, by water -level measurements of the work (drop) pipe annulus, using an electronic probe/transducer and computerized data logger. ii. Pressure transducers shall be placed inside the drill pipe just above the pump and in the annulus with at least 50 feet of submergence. The recorded data -logger data must be able to be viewed during testing. iii. Pressure transducers may be installed in up to two additional nearby production wells during pump testing of either S1 or N7, if requested by HYDROGEOLOGIST, to delineate the effects of pumping. iv. The pressure transducers shall be calibrated in the well on the day that it is installed for monitoring the tests. The transducer pressure measurement shall be plotted against depth and a correction formula determined, if deemed necessary by the HYDROGEOLOGIST. v. The CONTRACTOR shall be responsible for providing appropriate - sized submersible pumps necessary to successfully complete each packer pumping test. The pump(s) shall have the capability of pumping at constant rates from 0.5 to 100 gpm at a total head up to 200 feet for testing the confining layer. The pumping rate for the pump test on the AAPZ is anticipated to be performed at rates up to 1,500 gpm. v. A straddle packer test is anticipated to be performed between the approximate depth of 850 and 900 feet bls. The HYDROGEOLOGIST will select the depth intervals to be tested based on the geophysical 288 logs, geologic logs, and other available site-specific and regional data. The packer tests shall be conducted such that hydrologic properties of the formation can be determined and a representative water sample can be collected for analysis (to be collected by OWNER/HYDROGEOLOGIST and facilitated by CONTRACTOR). vi. Furnish and install a dual -seal, open -hole packer, as manufactured by Baker, TAM J, Baski, or equal, of a diameter appropriate for the size of hole drilled. Large diameter packer or packer sleeves may be necessary to test large diameter portions of the borehole. vii. The pipe used between the inflatable packers shall consist of appropriate diameter steel pipe ortubing. The pipe/tubing shall be uniformly slotted; the slots shall be distributed near the top, middle, and bottom of the tubing with the slotted openings occupying at least 25 percent of the surface area. viii. The CONTRACTOR shall furnish and install in the pipeline within 30 feet of the well to be pumped, a flowmeter capable of recording instantaneous flow rates and totalizing flow. The flow meter shall have an accuracy of 5 percent at the tested rate. The flow meter shall be sufficiently removed from valves, elbows and reductions and obstructions in the pipeline to allow the meter to perform within specifications. The CONTRACTOR shall provide a throttling valve downstream of the flowmeter to regulate flow. ix. After successfully setting and inflating the packer, the CONTRACTOR shall develop each zone so that the discharge water is free of any drilling mud/fluid (and produces stable water -quality results, as determined by the HYDROGEOLOGIST). Unless directed otherwise by the HYDROGEOLOGIST, the CONTRACTOR shall allow for a minimum of 8 hours of pre-test development (and development of a minimum of 2 drill pipe volumes) prior to each packer pumping test. x. The CONTRACTOR may perform multiple methods to develop the test interval. The final development shall be performed with the pump to be used for the packer test. The CONTRACTOR shall record data from pump development using the pressure transducers. A. After development, the CONTRACTOR shall allow water levels in the work pipe to return to static conditions to the satisfaction of the HYDROGEOLOGIST. The CONTRACTOR shall continue to record transducer data during recovery following development. xii. After post -development recovery, the CONTRACTOR shall ensure the transducers and data -loggers are collecting data at the frequency required by the HYDROGEOLOGIST. A minimum of 12 -hours of 289 background data will be recorded. The CONTRACTOR shall then turn on the pump and initiate pump testing. xiii. The HYDROGEOLOGIST will determine the duration of the pump test, but the CONTRACTOR may assume a duration of twenty-four (24) hours for pump testing of the AAPZ and UFA, and approximately eight (8) hours for the straddle packer test of the confining unit, or until a minimum of one drill pipe volume plus three test interval volumes have been pumped from the well, whichever is longer. xiv. If the formation does not produce enough water to purge one drill pipe volume and three test interval volumes within 8 hours, the CONTRACTOR may propose to collect the water quality sample using a thief sampler, subject to HYDROGEOLOGIST's approval. If approved, the sample shall be collected after completion of post-test recovery and prior to deflating the packers. The thief sampler shall be capable of collecting a sample directly within the test interval and shall be able to collect a sufficient volume of water, as determined by the HYDROGEOLOGIST. xv. After completion of the packer test, as determined by the HYDROGEOLOGIST, the CONTRACTOR shall ensure the transducers and data -loggers are collecting data at the frequency required by the HYDROGEOLOGIST. The CONTRACTOR shall then turn off the pump and allow water levels to recover. The HYDROGEOLOGIST will determine the duration of post-test recovery, but the CONTRACTOR shall assume a duration of twelve (12) hours. xvi. Upon completion of post-test recovery, the CONTRACTOR shall provide the recorded data -logger data to the HYDROGEOLOGIST in MicrosoftTm Excel format. The CONTRACTOR shall not deflate and move the packers until the HYDROGEOLOGIST receives the electronic data and confirms that it is acceptable. xvii. The CONTRACTOR shall be solely responsible for the collection and downloading of test data. Throughout development, testing and recovery activities, the CONTRACTOR shall provide the HYDROGEOLOGIST access to view transducer data on a real-time basis. xviii. In the event of test failure for any cause, including loss or non - recording of data, the CONTRACTOR shall repeat the test at his own cost. J. If requested by the HYDROGEOLOGIST and OWNER, grout the nominal 12 - inch diameter pilot hole back with neat cement between a depth of 1,250 and 1,500 feet bis as directed by the HYDROGEOLOGIST. If grouting is conducted in stages; the top of the hardened grout from the previous grouting 290 stage shall be measured in the presence of the HYDROGEOLOGIST prior to each cementing stage. Each stage shall be given 12 hours of curing time prior to resuming cementing. Grout shall be allowed to cure for 48 hours before continuation of drilling operations. K. If requested by HYDROGEOLOGIST, backfill the nominal 12 -inch diameter borehole.from approximately 900 -feet to approximately 1,250 feet bls (anticipated to be the AAPZ) using clean gravel topped with an approximately 5 foot layer of fine sand to seal the zone at approximately 900 feet bls (depth to be determined by HYDROGEOLOGIST). The top of the gravel and sand backfill shall be hard tagged in the presence of the HYDROGEOLOGIST prior to cementing. Prior to installation in the well, the gravel and sand shall be immersed for a minimum of 4 hours in a chlorinated water solution, having not less than 50 PPM available chlorine. L. If requested by the HYDROGEOLOGIST and OWNER, grout the nominal 12 - inch diameter pilot hole back with neat cement between a depth of 850 and 900 feet bls as directed by the HYDROGEOLOGIST. If grouting is conducted in stages; the top of the hardened grout from the previous grouting stage shall be measured in the presence of the HYDROGEOLOGIST prior to each cementing stage. Each stage shall be given 12 hours of curing time prior to resuming cementing. Grout shall be allowed to cure for 48 hours before continuation of drilling operations. M. If requested by the HYDROGEOLOGIST, acidize the well using approximately 4,000 gallons of 32% (20 Baume strength, food service grade) hydrochloric acid. An acidization header drawing including location of acid line, water injection line, gas bleed line, associated pressure gauges, and other access ports as needed to complete the scope of work will be provided by the CONTRACTOR for approval by the HYDROGEOLOGIST_ In addition, CONTRACTOR shall provide plan for acidization, temporary acid storage, containment and safety for approval by HYDROGEOLOGIST. Acidization shall be performed as follows: i. Install approximately 500 feet of drop tubing, or as directed by the HYDROGEOLOGIST. Exact depth of drop tubing shall be determined by the HYDROGEOLOGIST following completion of preliminary well video and geophysical logging. The drop tubing shall be attached to a temporary CONTRACTOR provided water tight assembly. The CONTRACTOR provided temporary acidization wellhead assembly shall have access for drop tubing, a two-inch water injection line, a gas relief line and a pressure gage fitting. ii. All access ports shall be fitted with isolation valves. The wellhead shall provide a tight seal up to 100 psi. Provide and install a new pressure gauge on the wellhead to monitor pressure at the wellhead. 291 iii. Pump the HYDROGEOLOGIST approved quantity of acid through the drop tubing at a minimum rate of 200 gallons per minute (gpm). The pumping method shall not introduce ambient air into the well. At all times the wellhead pressure shall be monitored and shall not exceed 50 psi. All equipment and materials must be approved by the HYDROGEOLOGIST. iv. Provide adequate water supply to pump up to 2,000 gallons of chase water, plus the drop tubing capacity. This volume may be more or less depending on conditions and the acid reaction. The chase water shall be pumped into the well through the drop tubing and through the casing. The pumping rate shall be 100 gpm or as designated by the HYDROGEOLOGIST. Chase water shall be potable water, chlorinated to 1 mg/I available chlorine. v. Casing pressures shall be monitored continuously by the CONTRACTOR for at least 12 hours following acid treatment. If required, excess gas pressure shall be bled off as needed. A gas relief pipe shall be extended a minimum of 50 feet away from the work area, downwind from any potential immediate receptor. vi. Using the drop tubing, a water sample shall be collected by the HYDROGEOLOGIST for analysis 24 hours after acid treatment. If required by the HYDROGEOLOGIST, the CONTRACTOR shall pump 2,000 gallons of additional chase water into the well using the same method as Paragraph iv. vii. Purge spent acid water between acid treatments and after treatment. CONTRACTOR shall retain and treat spent acid water prior to discharge. viii. Discharge well through the formation water disposal system until discharge water is clear with a pH of 6.0 or higher, and well conductivity is restored to a minimum of 80% of background. Water with a pH below 6.0 shall be contained and treated using a sodium bicarbonate solution to neutralize residual acid or be removed from the site. Treated water shall only be discharged from the holding tank after approval by the HYDROGEOLOGIST. All discharge to the outfall location shall comply with FDEP Generic Permit discharge requirements and as specified in preconstruction meeting. N. Provide and install two (2), 1 -inch ID drop tubes between the pump column and casing, from the water level access fitting at the wellhead to 5 feet above the pump intake or as directed by the HYDROGEOLOGIST. The drop tube shall enable the HYDROGEOLOGIST to manually measure water levels without interference of the pump, pump column or electronic water level monitoring equipment. 292 O. Install a test pump with a minimum of 120 feet of pump column and develop the well until the discharge water is free of cuttings and visible sediment as determined by HYDROGEOLOGIST_ The CONTRACTOR provided test pump shall be capable of a variable discharge rate with sustained surges up to 3000 gpm. Development shall continue to the satisfaction of the HYDROGEOLOGIST. Provide a manometer tube for manual measurement of static water levels and pumping water levels above land surface. The CONTRACTOR shall provide a method of erecting the tube and also provide access for water level measurement throughout development and the pumping test. P. Conduct a four (4) step, 8 -hour variable rate pumping test to measure drawdown and well efficiency. A manometer tube and pressure transducer/data logger setup shall be used to measure the static water level and pumping water levels during pumping when the water level is above the top of the wellhead. Water level measurement below the wellhead shall be performed using an electric water level tape and the data logger/transducer setup. The CONTRACTOR shall assist the HYDROGEOLOGIST with connections required to connect the HYDROGEOLOGIST'S provided silt density index (SDI) testing equipment to the pump discharge. The CONTRACTOR shall provide, operate and maintain a clean auxiliary pump capable of maintaining 35 pounds per square inch (psi) for SDI testing. The auxiliary pump shall be plumbed to the Floridan Aquifer well discharge for sampling and testing. The CONTRACTOR shall provide fittings and fabricate connections as needed to enable the HYDROGEOLOGIST to perform the SDI tests through the duration of the pumping test. Q. Perform a down hole camera video log of the casing and open interval under artesian flow conditions. Turbidity and suspended sediment shall have been removed from the formation water by the CONTRACTOR to the extent that visibility is not impaired during logging to the satisfaction of the HYDROGEOLOGIST. All static (non -flowing) logs shall be performed priorto dynamic (flowing) logs. R. Re -install well pump and discharge apparatus, well transducer, wellhead components, to the extent work is complete and the well facility is ready for service. Perform well disinfection consistent with methodology provided in AWWA C-601 and perform bacteriological sample collection to confirm disinfection was successful and the well is ready for service. The CONTRACTOR shall subcontract an analytical laboratory to perform analytical services including providing appropriate sample containers, sample preservation, sample analyses, chain of custody documents and all associated work in accordance with regulations. The laboratory shall be certified to perform the scope of work by the Florida Department of Environmental Protection and County Health Department. Two (2) water samples shall be collected at an approved location 48 hours after disinfection procedure. Sample collection and handling procedures shall be in accordance with state approved laboratory quality assurance plan by an 293 experienced sampling technician. Notify OWNER and Plant operations that rehabilitation is complete and ready for service. K. Restore the well and the site. The well shall be left clean and free of oils, grease, and all other substances used during CONTRACTOR activities. Replace and restore damaged sod until established. All areas, structures and facilities disturbed by the CONTRACTOR's activities shall be restored by CONTRACTOR to equal or better condition than conditions were prior to CONTRACTOR's work. END OF SECTION 294 SECTION 01200 MEASUREMENT AND PAYMENT 1_:7_1_AARK l=1►Ix:7_14 1.01 GENERAL REQUIREMENTS A. The Unit prices stated in the Contract shall be considered payment in full for the completion of all work. Payment shall be made under each item only for work as it is not specifically included under other items. B. The CONTRACTOR shall furnish all labor, equipment and materials necessary to deepen and test two Upper Floridan Aquifer (UFA) wells for the Indian River County Utilities Department (OWNER) and return each well to full continuous service following rehabilitation. 1.02 PERFORMANCE A. Section generally defines unless otherwise indicated, the following: 1. Payment item descriptions. 2. Payment application descriptions. B. The cost of temporary facilities, bonds, insurance, attending project meetings, administration, record drawings, policing, and other general duties shall be considered incidental to all items. C. The OWNER may direct the CONTRACTOR to install certain portions of the work in advance of other portions without extra payment to the CONTRACTOR. D. Measurement methods delineated in the Summary of Work are intended to complement the criteria of this Section. In the event of conflict, the requirements of the Summary of Work section will govern. E. The CONTRACTOR's attention is called to the fact that the quotations for the various items of Work are intended to establish a total price for completing the Work in its entirety. Should the CONTRACTOR feel that the cost of any item of Work has not been established by the Schedule of Values or Measure and Payment, CONTRACTOR shall include the cost for that Work in the other Bid Items so that CONTRACTOR's proposal for the project does reflect CONTRACTOR's total price for completing the Work in its entirety. 1.03 RELATED SECTIONS A. Bid Form 295 1.04 LUMP SUM ITEMS A. The lump sum price shall be full compensation for all labor, materials and equipment to satisfactorily complete the installation of the items as shown on the plans and indicated in the details for lump sum bid items. 1.05 UNIT PRICE ITEMS A. The HYDROGEOLOGIST or representative shall determine the number of units of each work item installed. 1.06 SATISFACTORY COMPLETION A. Satisfactory completion shall include dewatering, if any, and repair or replacement of damaged landscaping, irrigation systems, pavement or other existing improvements. 1.07 PAYMENT ITEMS A. Unit Price Bid Payment shall constitute summation of measured quantities multiplied by the respective unit price for items constructed as specified herein and shown on drawings, as applicable; including installation and removal of all temporary facilities, piping; and supply of all incidental materials, equipment and labor necessary to complete the contemplated Work whether specifically identified herein or not. 2. Partial progress payments will be made at monthly intervals and will be based upon the value of the Work completed on the date that a partial payment application is submitted less deductions for retainage as defined elsewhere. 1.08 PAYMENT APPLICATION DESCRIPTION A. Preparation of Applications: Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed. 2. List each authorized Change Order as an extension on the Application for Payment, listing Change Order number and dollar amount as for an original item of Work. B. Submittal Procedures Submit monthly as directed by OWNER. 296 2. Submit revised progress schedule accurately reflecting the work completed and the schedule of future work items. C. Substantiating Data When OWNER requires substantiating information, submit data justifying dollar amounts in question. 2. Provide one copy of data with cover letter of each copy of application. Show Application number and date, and line item by number and description on each piece of data. PART 2 — PRODUCTS NOT USED PART 3 — EXECUTION 3.01 PART 1 - GENERAL ITEMS A. PAY ITEM NO. 1 — GENERAL CONDITIONS, BONDS, AND INDEMNIFICATION This pay item shall include the costs to comply with all elements of the General Conditions of the Contract, including but not limited to: compliance with the requirements of the General Conditions, bonds, insurance, record keeping, safety and permitting, preconstruction videos, and indemnification. Payment shall be made at the Contract Lump Sum Price as identified on the BID FORM upon completion of work identified in the general conditions. Total cost of this item shall not exceed 5% of the total bid cost. B. PAY ITEM NO. 2 - UNDEFINED CONDITION ALLOWANCE This pay item shall include the cost related to drilling/milling cement plug encasing drill bit reportedly located at the base of well S1. Payment shall be made at the Contract Lump Sum Price as identified on the BID FORM upon completion of work necessary to perform scope of work described in the Summary of Work. 3.02 PART 2 — N7 DEEPENING AND TESTING A. PAY ITEM NO. 3 — MOBILIZATION/DEMOBILIZATION The work specified in this item consists of the work and operations necessary in mobilizing and demobilizing for the work as described by the contract documents, including but not limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to and from the project site, as required by these specifications, including but not limited to, staging and storage areas, security facilities and services, temporary 297 environmental controls, sanitary facilities, and the special provisions made by State and local laws and regulations. This item also includes any costs incurred to comply with the General Conditions of the contract. Payment for this item shall be: made at 50% of the Contract Lump Sum Price upon completion of mobilization to the N7 well site where OWNER has authorized CONTRACTOR to rehabilitate the well; and made at 50% of the Contract Lump Sum Price following completion of well rehabilitation and returned to service and accepted the OWNER. Maximum allowable price for mobilization shall not exceed 8% of the total project cost. B. PAY ITEM NO.4 — PULL EXISTING PUMP AND MOTOR The CONTRACTOR shall remove OWNER's wellhead, column pipe, pump and motor including all OWNER's appurtenances within well to the extent required for the Work. Payment for this item shall be at the Contract Lump Sum Price as listed on the Bid Form and as specified in the Contract Documents and accepted by the HYDROGEOLOGIST. C. PAY ITEM NO. 5 — PRELIMINARY DOWNHOLE VIDEO (STATIC AND DYNAMIC) The video log shall be paid following the successful video log at the Contract Lump Sum Price listed on the Bid Form as specified in the Contract Documents and accepted by the HYDROGEOLOGIST. Video logging (in both static and dynamic conditions) shall include but not be limited to the furnishing of all material, labor and equipment required, as specified in Summary of Work. Only video logs accepted by the HYDROGEOLOGIST shall be paid for under this pay item. D. PAY ITEM NO. 6 — FORMATION WATER DISPOSAL SYSTEM This pay item includes the costs to supply and install required tie-ins, temporary above grade HDPE formation water disposal piping from the well to CONTRACTOR'S settling tanks, to the designated discharge point as determined by OWNER, sampling and compliance with FDEP Permit for the discharge of Produced Groundwater from a non -contaminated site activity (62-621.300(2) FAC), complete restoration of all areas used for formation water discharge as described in Summary of Work and as specified in the Contract Documents and accepted by the HYDROGEOLOGIST. This item includes all labor, material and equipment and removal of the piping from the project site after construction is complete. This pay item also includes the cost to maintain the disposal and settling system and shall include but not be limited to piping, fittings, pumps, monitoring, operation and maintenance. Payment shall be made per Contract Lump Sum Price as listed on the Bid Form. 298 E. PAY ITEM NO.7 — DEEPENING OF EXISTING BOREHOLE FROM 800 to 1,500 FEET BELOW LAND SURFACE (BLS) Payment of this item shall be on a unit price basis. The item shall be paid for at the Contract Unit Price per foot and shall include the actual length of drilled borehole measured and approved by the ENGINEER. The item shall include but not be limited to the furnishing of all material, labor and equipment necessary to complete the work as described in Summary of Work. F. PAY ITEM NO. 8 — GEOPHYSICAL LOGGING SUITE Logging shall be paid for at the Contract Lump Sum Cost as listed on the Bid Form for all logs specified in Summary of Work for the well(s) and shall include but not be limited to furnishing all material, labor and equipment necessary to complete the item work in accordance with the Contract Documents and accepted by the HYDROGEOLOGIST. G. PAY ITEM NO. 9 — INSTALL INFLATABLE STRADDLE PACKER FROM 850-900 FEET BLS AND PERFORMANCE OF PUMPING TEST OF CONFINING UNIT This pay item includes all materials, labor, and equipment necessary to install (and remove) a straddle packer assembly and successfully complete a pump test to evaluate the confining layer, as described in the Summary of Work. The installation of the straddle packer and performance of the pump test shall be paid for at the Contract Lump Sum Cost listed in the Bid Form. H. PAY ITEM NO. 10 — INSTALL INFLATABLE OFF BOTTOM PACKER AT APPROXIMATELY 900 FT BLS This pay item includes all materials, labor, and equipment necessary to successfully install (and remove) an off bottom packer assembly to perform two aquifer performance tests (one for the APPZ and another for the UFA). The installation of the off -bottom packer shall be paid for at the Contract Lump Sum Cost listed in the Bid Form. This pay item is for the installation and removal of the inflatable off bottom packer only. The successful installation of the packer will facilitate the performance of pump tests itemized below. PAY ITEM NO. 11 — 24-HOUR CONSTANT RATE PUMPING TEST OF APPZ This pay item includes all materials, labor and equipment necessary to perform a constant rate pump test of the Avon Park Permeable Zone (APPZ) as outlined in Summary of Work and accepted by the HYDROGEOLOGIST. The APPZ Pump Test shall be paid for at the Contract Lump Sum Price as listed on the Bid Form. 299 J. PAY ITEM NO. 12 — 24-HOUR CONSTANT RATE PUMPING TEST OF UFA This pay item includes all materials, labor and equipment necessary to perform a constant rate pump test of the Upper Floridan Aquifer (UFA) as outlined in Summary of Work and accepted by the HYDROGEOLOGIST. The UFA Pump Test shall be paid for at the Contract Lump Sum Price as listed on the Bid Form. K. PAY ITEM NO. 13 — SET UP TO BACKPLUG BOREHOLE This pay items includes all equipment, labor, operations, setup and removal of equipment necessary for emplacement of grout as specified in Pay Item No. 14. This item shall be paid for at the Contract Lump Sum Price listed in the Bid Form. L. PAY ITEM NO. 14 — BACK PLUG BOREHOLE WITH NEAT CEMENT GROUT FROM APPROXIMATELY 1,250 FEET TO 1,500 FEET AND FROM 850 FEET TO 900 FEET Cement required to back plug the nominal 12 -inch diameter borehole shall be paid for per linear foot or borehole cemented in place and accepted by the HYDROGEOLOGIST, as listed on the Bid Form and described in Summary of Work. Price per linear foot includes but is not limited to materials, equipment, labor, delivery charges, additives, operations, and grout emplacement as specified in the Contract Documents and accepted by the HYDROGEOLOGIST. M. PAY ITEM NO. 15 — GRAVEL BACKFILL APPZ FROM APPROXIMATELY 900 FEET TO 1,250 FEET BLS Payment of this item shall be paid for per linear foot of borehole backfilled, as described in the Summary of Work. Price per linear foot includes, but is not limited to equipment, materials, labor, delivery charges, additives, operations and emplacement of gravel and sand backfill as specified in the Summary of Work and accepted by the HYDROGEOLOGIST. N. PAY ITEM NO. 16 — WELL ACIDIZATION SETUP This pay item includes the mobilization and demobilization of equipment necessary to acidize the well. The setup and removal of equipment, materials and personnel required to acidize well shall be paid for at the Contract Lump Sum Price as listed on the BID FORM as specified in the Contract Documents and accepted by the HYDROGEOLOGIST. This pay item includes the cost to remove and treat spent acid solution up to a pH of 6.0. O. PAY ITEM NO. 17 — WELL ACIDIZATION The acid treatment of the wells shall be paid for at the Contract Unit Price per 300 gallon as listed on the BID FORM. The said Contract Unit Price shall include but not be limited to furnishing and placing the acid as specified in the Summary of Work and as specified in the Contract Documents and accepted by the HYDROGEOLOGIST. P. PAY ITEM NO. 18 — INSTALLATION AND REMOVAL OF PUMP DISCHARGE APPARATUS Payment of this item shall be on a lump sum basis at the Contract price listed in the Bid Form. The item shall include the work required to perform pump development of the well, including installation and removal of temporary wellhead, development pump and piping, and maintenance of formation water disposal system to the satisfaction of the HYDROGEOLOGIST and as described in the Summary of Work. Q. PAY ITEM NO. 19 — PUMP DEVELOP WELL Well Development shall be paid for at the Contract Unit Cost Price as listed on the BID FORM as determined by the HYDROGEOLOGIST as development and as described in Summary of Work. The said Contract Unit Price shall include only hours of actual_ pumping as approved by the HYDROGEOLOGIST, and shall not be limited to the furnishing of all material, labor and equipment necessary to complete development in accordance with the Contract Documents and accepted by the HYDROGEOLOGIST. R. PAY ITEM NO. 20 — CONDUCT STEP -RATE PUMPING TEST Payment of this item shall be on a unit price basis. The item shall be paid for at the Contract Unit Price per hour of step -rate pump testing performed and shall include the furnishing of all material, labor and equipment necessary to complete the test as specified in Summary of Work. S. PAY ITEM NO. 21 — FINAL DOWNHOLE VIDEO LOG (STATIC AND DYNAMIC) Payment of this item shall be on a lump sum basis. The item includes acceptable video logs, as specified in Summary of Work, including time, equipment and materials necessary to complete the work. T. PAY ITEM NO. 22 — REINSTALL PERMANENT WELL PUMP The CONTRACTOR shall re -install OWNER's wellhead, column pipe, pump and motor including all OWNER's appurtenances that CONTRACTOR removed for the initiation of Work. Payment for this item shall be at the Contract Lump Sum Price as listed on the Bid Form and as specified in the Contract Documents and accepted by the HYDROGEOLOGIST. U. PAY ITEM NO. 23 — WELL DISINFECTION AND BACTERIOLOGICAL CLEARANCE 301 Payment of this item shall be on a lump sum basis. The item includes but not be limited to, all equipment, materials and labor to satisfactorily disinfect the well and perform bacteriological sampling and testing, as required by, state and local laws and regulations as related to this pay item. The CONTRACTOR shall be responsible for costs associated with re - chlorination, re -sampling, and re -testing as needed to satisfactorily disinfect the well and obtain bacteriological clearance for the well to be placed in service as described in the Summary of Work. V. PAY ITEM NO. 24 — SITE RESTORATION The work specified under this pay item includes restoring the site to its original condition, the intended grades as shown on the site plan, restoring site conditions to the satisfaction of the HYDROGEOLOGIST and OWNER and as described in Section 02300. Payment shall be at the Contract Lump Sum Price as listed on the Bid Form and shall include all equipment, tools and labor necessary to restore the site complete and accepted by the OWNER. 3.03 PART 3 — S1 DEEPENING AND TESTING W. PAY ITEM NO. 25 — MOBILIZATION/DEMOBILIZATION The work specified in this item consists of the work and operations necessary in mobilizing and demobilizing for the work as described by the contract documents, including but not limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to and from the project site, as required by these specifications, including but not limited to, staging and storage areas, security facilities and services, temporary environmental controls, sanitary facilities, and the special provisions made by State and local laws and regulations. This item also includes any costs incurred to comply with the General Conditions of the contract. Payment for this item shall be: made at 50% of the Contract Lump Sum Price upon completion of mobilization to the S1 well site where OWNER has authorized CONTRACTOR to rehabilitate the well; and made at 50% of the Contract Lump Sum Price following completion of well rehabilitation and returned to service and accepted the OWNER. Maximum allowable price for mobilization shall not exceed 8% of the total project cost. X. PAY ITEM NO. 26 — PULL EXISTING PUMP AND MOTOR The CONTRACTOR shall remove OWNER's wellhead, column pipe, pump and motor including all OWNER's appurtenances within well to the extent required for the Work. Payment for this item shall be at the Contract Lump Sum Price as listed on the Bid Form and as specified in the Contract Documents and accepted by the HYDROGEOLOGIST. 302 Y. PAY ITEM NO. 27 — PRELIMINARY DOWNHOLE VIDEO (STATIC AND DYNAMIC) The video log shall be paid following the successful video log at the Contract Lump Sum Price listed on the Bid Form as specified in the Contract Documents and accepted by the HYDROGEOLOGIST. Video logging (in both static and dynamic conditions) shall include but not be limited to the furnishing of all material, labor and equipment required, as specified in Summary of Work. Only video logs accepted by the HYDROGEOLOGIST shall be paid for under this pay item. Z. PAY ITEM NO. 28 — FORMATION WATER DISPOSAL SYSTEM This pay item includes the costs to supply and install required tie-ins, temporary above grade HDPE formation water disposal piping from the well to CONTRACTOR'S settling tanks, to the designated discharge point as determined by OWNER, sampling and compliance with FDEP Permit for the discharge of Produced Groundwater from a non -contaminated site activity (62-621.300(2) FAC), complete restoration of all areas used for formation water discharge as described in Summary of Work and as specified in the Contract Documents and accepted by the HYDROGEOLOGIST. This item includes all labor, material and equipment and removal of the piping from the project site after construction is complete. This pay item also includes the cost to maintain the disposal and settling system and shall include but not be limited to piping, fittings, pumps, monitoring, operation and maintenance. Payment shall be made per Contract Lump Sum Price as listed on the Bid Form. AA. PAY ITEM NO. 29 — DEEPENING OF EXISTING BOREHOLE FROM 800 to 1,500 FEET BELOW LAND SURFACE (BLS) Payment of this item shall be on a unit price basis. The item shall be paid for at the Contract Unit Price per foot and shall include the actual length of drilled borehole measured and approved by the ENGINEER. The item shall include but not be limited to the furnishing of all material, labor and equipment necessary to complete the work as described in Summary of Work. BB. PAY ITEM NO. 30 — GEOPHYSICAL LOGGING SUITE Logging shall be paid for at the Contract Lump Sum Cost as listed on the Bid Form for all logs specified in Summary of Work for the well(s) and shall include but not be limited to furnishing all material, labor and equipment necessary to complete the item work in accordance with the Contract Documents and accepted by the HYDROGEOLOGIST. CC. PAY ITEM NO. 31 — INSTALL INFLATABLE STRADDLE PACKER FROM 850-900 FEET BLS AND PERFORMANCE OF PUMPING TEST OF CONFINING UNIT 303 This pay item includes all materials, labor, and equipment necessary to install (and remove) a straddle packer assembly and successfully complete a pump test to evaluate the confining layer, as described in the Summary of Work. The installation of the straddle packer and performance of the pump test shall be paid for at the Contract Lump Sum Cost listed in the Bid Form. DD. PAY ITEM NO. 32 — INSTALL INFLATABLE OFF BOTTOM PACKER AT APPROXIMATELY 900 FT BLS This pay item includes all materials, labor, and equipment necessary to successfully install (and remove) an off bottom packer assembly to perform two aquifer performance tests (one for the APPZ and another for the UFA). The installation of the off -bottom packer shall be paid for at the Contract Lump Sum Cost listed in the Bid Form. This pay item is for the installation and removal of the inflatable off bottom packer only. The successful installation of the packer will facilitate the performance of pump tests itemized below. EE. PAY ITEM NO. 33 — 24-HOUR CONSTANT RATE PUMPING TEST OF APPZ This pay item includes all materials, labor and equipment necessary to perform a constant rate pump test of the Avon Park Permeable Zone (APPZ) as outlined in Summary of Work and accepted by the HYDROGEOLOGIST. The APPZ Pump Test shall be paid for at the Contract Lump Sum Price as listed on the Bid Form. FF. PAY ITEM NO. 34 -24-HOUR CONSTANT RATE PUMPING TEST OF UFA This pay item includes all materials, labor and equipment necessary to perform a constant rate pump test of the Upper Floridan Aquifer (UFA) as outlined in Summary of Work and accepted by the HYDROGEOLOGIST. The UFA Pump Test shall be paid for at the Contract Lump Sum Price as listed on the Bid Form. GG. PAY ITEM NO. 35 — SET UP TO BACKPLUG BOREHOLE This pay items includes all equipment, labor, operations, setup and removal of equipment necessary for emplacement of grout as specified in Pay Item No. 36. This item shall be paid for at the Contract Lump Sum Price listed in the Bid Form. HH.. PAY ITEM NO. 36 — BACK PLUG BOREHOLE WITH NEAT CEMENT GROUT FROM APPROXIMATELY 1,250 FEET TO 1,500 FEET AND FROM 850 FEET TO 900 FEET Cement required to back plug the nominal 12 -inch diameter borehole shall be paid for per linear foot or borehole cemented in place and accepted by the 304 HYDROGEOLOGIST, as listed on the Bid Form and described in Summary of Work. Price per linear foot includes but is not limited to materials, labor, delivery charges, additives, operations, and grout emplacement as specified in the Contract Documents and accepted by the HYDROGEOLOGIST. II. PAY ITEM NO. 37 — GRAVEL BACKFILL APPZ FROM APPROXIMATELY 900 FEET TO 1,250 FEET BLS Payment of this item shall be paid for per linear foot of borehole backfilled, as described in the Summary of Work. Price per linear foot includes, but is not limited to equipment, materials, labor, delivery charges, additives, operations and emplacement of gravel and sand backfill as specified in the Summary of Work and accepted by the HYDROGEOLOGIST. JJ. PAY ITEM NO. 38— WELL ACIDIZATION SETUP This pay item includes the mobilization and demobilization of equipment necessary to acidize the well. The setup and removal of equipment, materials and personnel required to acidize well shall be paid for at the Contract Lump Sum Price as listed on the BID FORM as specified in the Contract Documents and accepted by the HYDROGEOLOGIST. This pay item includes the cost to remove and treat spent acid solution up to a pH of 6.0. KK. PAY ITEM NO. 39 — WELL ACIDIZATION The acid treatment of the wells shall be paid for at the Contract Unit Price per gallon as listed on the BID FORM. The said Contract Unit Price shall include but not be limited to furnishing and placing the acid as specified in the Summary of Work and as specified in the Contract Documents and accepted by the HYDROGEOLOGIST. LL. PAY ITEM NO. 40 — INSTALLATION AND REMOVAL OF PUMP DISCHARGE APPARATUS Payment of this item shall be on a lump sum basis at the Contract price listed in the Bid Form. The item shall include the work required to perform pump development of the well, including installation and removal of temporary wellhead, development pump and piping, and maintenance of formation water disposal system to the satisfaction of the HYDROGEOLOGIST and as described in the Summary of Work. MM. PAY ITEM NO. 41— PUMP DEVELOP WELL Well Development shall be paid for at the Contract Unit Cost Price as listed on the BID FORM as determined by the HYDROGEOLOGIST as development and as described in Summary of Work. The said Contract Unit Price shall include only hours of actual pumping as approved by the HYDROGEOLOGIST, and shall not be limited to the furnishing of all material, 305 labor and equipment necessary to complete development in accordance with the Contract Documents and accepted by the HYDROGEOLOGIST. NN. PAY ITEM NO. 42 — CONDUCT STEP -RATE PUMPING TEST Payment of this item shall be on a unit price basis. The item shall be paid for at the Contract Unit Price per hour of step -rate pump testing performed and shall include the furnishing of all material, labor and equipment necessary to complete the test as specified in Summary of Work. 00. PAY ITEM NO. 43 — FINAL DOWNHOLE VIDEO LOG (STATIC AND DYNAMIC) Payment of this item shall be on a lump sum basis. The item includes acceptable video logs, as specified in Summary of Work, including time, equipment and materials necessary to complete the work. PP. PAY ITEM NO. 44 — REINSTALL PERMANENT WELL PUMP The CONTRACTOR shall re -install OWNER's wellhead, column pipe, pump and motor including all OWNER's appurtenances removed by CONTRACTOR for the initiation of Work. Payment for this item shall be at the Contract Lump Sum Price as listed on the Bid Form and as specified in the Contract Documents and accepted by the HYDROGEOLOGIST. QQ. PAY ITEM NO. 45 — WELL DISINFECTION AND BACTERIOLOGICAL CLEARANCE Payment of this item shall be on a lump sum basis. The item includes but not be limited to, all equipment, materials and labor to satisfactorily disinfect the well and perform bacteriological sampling and testing, as required by, state and local laws and regulations as related to this pay item. The CONTRACTOR shall be responsible for costs associated with re - chlorination, re -sampling, and re -testing as needed to satisfactorily disinfect the well and obtain bacteriological clearance for the well to be placed in service as described in the Summary of Work. RR. PAY ITEM NO. 46 — SITE RESTORATION The work specified under this pay item includes restoring the site to its original condition, the intended grades as shown on the site plan, restoring site conditions to the satisfaction of the HYDROGEOLOGIST and OWNER and as described in Section 02300. Payment shall be at the Contract Lump Sum Price as listed on the Bid Form and shall include all equipment, tools and labor necessary to restore the site complete and accepted by the OWNER. 306 BID SCHEDULE OF VALUES INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES DEEPENING AND TESTING OF UFA WELL S1 & N7 BIDDER'S NAME: An Webbs Enterprises Inc. 1. GENERAL CONDITIONS ITEM NO. ITEM QUANTITY UNIT UNIT PRICE AMOUNT 1 BONDS AND INSURANCE/GENERAL CONDITIONS 1 LS $25,000 $25,000 2 UNDEFINED CONDITIONS ALLOWANCE (DRILL OUT S1 CEMENT PLUG AND BIT) F_ 1 LS $50,000 $50,000 2. S1 DEEPENING AND TESTING ITEM ITEM QUANTITY UNIT UNIT PRICE AMOUNT 3 MOBILIZATION/DEMOBILIZATION 1 LS $80,000 $80,000 4 PULL EXISTING PUMP AND MOTOR 1 LS $8,500 $8,500 5 PRELIMINARY DOWN HOLE VIDEO (STATIC AND DYNAMIC) 1 LS $4,000 $4,000 6 FORMATION WATER DISPOSAL SYSTEM 1 LS $12,000 $12,000 7 DEEPENING OF EXISTING BOREHOLE FROM 800-1500 FEET BLS 700 FT $110 $77,000 8 GEOPHYSICAL LOGGING SUITE (XY CALIPER, DUAL IND., GAMMA, BHCS, SP, SPR, STATIC & DYNAMIC FLUID COND. TEMP and FLOW 1 $12,000 $12,000 9 INSTALL INFLATABLE STRADDLE PACKER FROM 850-900' BLS AND PERFORM PACKER TEST OF CONFINING UNIT 1 835,000 $35.000 10 INSTALL INFLATABLE OFF BOTTOM PACKER FROM @'•900' BLS 1 LS $25,000 $25,000 11 24-HOUR CONSTANT RATE PUMPING TEST OF AAPZ 1 LS $20,000 $20,000 12 24-HOUR PUMPING TEST OF UFA 1 LS $20,000 $20.000 13 SET UP TO BACK PLUG BOREHOLE 1 LS $5,500 $5,500 14 BACK PLUG BOREHOLE WITH NEAT CEMENT GROUT FROM APPROXIMATELY 1,250 -FEET TO 1,500 -FEET AND FROM 850 -FEET TO 900 -FEET 300 LF iso $15,000 15 GRAVEL BACKFILL AAPZ FROM APPROXIMATELY 900 -FEET TO 1,250 -FEET 400 LF $50 $20000 16 WELL ACIDIZATION SETUP 1 LS $15000 $15000 17 WELL ACIDIZATION 4,000 GAL $5 $20000 18 INSTALL AND REMOVE PUMP DISCHARGE APPARATUS 1 LS $15,000 $15,000 19 PUMP DEVELOP WELL 60 HR $300 $18000 20 CONDUCT STEP -RATE PUMPING TEST 8 HR $350 $2800 21 FINAL DOWN HOLE VIDEO LOG (STATIC AND DYNAMIC) 1 LS $4000 $4000 22 RINSTALL PERMINANT WELL PUMP 1 LS $8500 $8500 23 WELL DISINFECTION AND WATER QUALITY SAMPLING 1 LS 1 $6 ,000 $5,000 24 SITE RESTORATION 1 LS $20.000 $20,000 BF -1 JW -01-28B JLA Geosciences, In307 BID SCHEDULE OF VALUES INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES DEEPENING AND TESTING OF UFA WELL S1 & N7 BIDDER'S NAME: All Webbs Enterprises Inc. 3. N7 DEEPENING AND TESTING ITEM ITEM QUANTITY UNIT UNIT PRICE AMOUNT 25 MOBILIZATION/DEMOBILIZATION 1 LS $80,000 $80,000 26 PULL EXISTING PUMP AND MOTOR 1 LS $8,500 $8,500 27 PRELIMINARY DOWN HOLE VIDEO (STATIC AND DYNAMIC) 1 LS $4,000 $4,000 28 FORMATION WATER DISPOSAL SYSTEM 1 LS $12,000 $12,000 29 DEEPENING OF EXISTING BOREHOLE FROM 800-1500 FEET BLS 700 FT $110 $77,000 30 GEOPHYSICAL LOGGING SUITE (XY CALIPER, DUAL IND., GAMMA, BHCS, SP, SPR, STATIC & DYNAMIC FLUID COND. TEMP and FLOW)1 LS $1z,000 $12,000 31 INSTALL INFLATABLE STRADDLE PACKER FROM 850-900' BLS AND PERFORM PACKER TEST OF CONFINING UNIT 1 $35,000 $35,000 32 INSTALL INFLATABLE OFF BOTTOM PACKER FROM @ "'900' BLS 1 LS $25,000 $25,000 33 24-HOUR CONSTANT RATE PUMPING TEST OF AAPZ 1 LS $20,000 $20,000 34 24-HOUR PUMPING TEST OF UFA 1 LS $20,000 $20,000 35 SET UP TO BACK PLUG BOREHOLE 1 LS $5,500 $5,500 36 BACK PLUG BOREHOLE WITH NEAT CEMENT GROUT FROM APPROXIMATELY 1,250 -FEET TO 1,500 -FEET AND FROM 850 -FEET TO 900 -FEET 300 LF $so $15,000 37 GRAVEL BACKFILL AAPZ FROM APPROXIMATELY 900 -FEET TO 1,250 -FEET 350 LF $50 $17500 38 WELL ACIDIZATION SETUP 1 LS $15,000 $15000 39 WELL ACIDIZATION 4,000 GAL $5 $20000 40 INSTALL AND REMOVE PUMP DISCHARGE APPARATUS 1 LS $15,000 $15,000 41 PUMP DEVELOP WELL 60 HR $300 $18000 42 CONDUCT STEP -RATE PUMPING TEST 8 HR $350 $2,800 43 FINAL DOWN HOLE VIDEO LOG (STATIC AND DYNAMIC) 3 LS $4000 $12,000 44 RINSTALL PERMINANT WELL PUMP 3 LS $8500 $25,500 45 WELL DISINFECTION AND WATER QUALITY SAMPLING 3 LS $5,000 15000 46 SITE RESTORATION 1 LS $20,000 $20,000 Total Bid Amount $ 992,100.00 Total Bid Amount in Words: Nine Hundred Ninety Two Thousand One Hundred Dollars and Zero Cents Note: The Bid Schedule of Values is based on an estimate. Actual quantities of items will be determined by the OWNER AND OWNER'S BF -2 JW -01-28B JLA Geosciences, In308 Sample Agreement THIS AGREEMENT is by and between INDIAN RIVER COUNTY, a Political Subdivision of the State of Florida organized and existing under the Laws of the State of Florida, (hereinafter called OWNER) and All Webbs Enterprises, Inc., (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1- WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: Furnish all labor, equipment and materials necessary to deepen and test two (2) existing Upper Floridan Aquifer wells (Well.N7 and Well Si) for Indian River County Utilities Department, (OWNER). Well N7 located at the North County (Hobart Park) reverse osmosis treatment facility and S1 is located at the South County (Oslo Road) reverse osmosis treatment facility. The scope of work for each well will include: mobilization; removal of portions of the existing wellhead, removal of the column pipe, pump, and appurtenances; preliminary downhole video logging; deepening of the existing borehole; formation water disposal system (including temporary piping and pumps, and compliance with discharge permit requirements); performance of a full geophysical logging suite; installation of a straddle packer and performance of a packer test to evaluate the confining unit; installation of an off bottom packer and performance of a 24-hour constant rate aquifer performance test (APT) of the Avon Park Permeable Zone (AAPZ); performance of a 24-hour constant rate APT of the Upper Floridan Aquifer (UFA); optional back -plugging of the borehole with neat cement; optional well acidization; pump development; step -drawdown testing; re- installation : of the permanent well pump, column pipe, and wellhead; well facility disinfection; purging and bacteriological clearance; demobilization and restoration of the well sites as described herein. ARTICLE 2 - THE PROJECT The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Project Name: Well Field Feasibility Expansion Project Address: South County Reverse Osmosis Water Treatment Plant North County Reverse Osmosis Water Treatment Plant ARTICLE 3 - CONTRACT TIMES 3.01 Time of the Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the specifications are of the essence of the Agreement. 3.02 Days to Achieve Substantial Completion, Final Completion and Final Payment 309 A. The Work will be completed and ready for final payment on or before the 240th day after the date when the Contract Times commence to run. 3.03 Liquidated Damages A. CONTRACTOR and OWNER recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.02 above, plus any extensions thereof allowed in writing as a change order to this Agreement. Liquidated damages will commence for this portion of work. The parties also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty), CONTRACTOR shall pay OWNER $1,148.00 for each calendar day that expires after the time specified in paragraph 3.02 for completion: and readiness for final payment until the Work is completed and ready for final payment. ARTICLE 4 - CONTRACT PRICE 4.01 OWNER shall :pay CONTRACTOR for completion of the Work an amount in current funds equal to the sum of the amounts determined pursuant to paragraph 4.01.A and summarized in paragraph 4.01.13, below: A. For all Work, at the prices stated in CONTRACTOR's Schedule of Values, attached hereto as Exhibit 1. B. THE CONTRACT SUM subject to additions and deductions provided in the Contract Documents: Numerical Amount: $ Written Amount: ARTICLE 5 - PAYMENT PROCEDURES 5.01 Progress Payments. A. The OWNER shall make progress payments to the CONTRACTOR on the basis of the approved. partial payment request as recommended by ENGINEER in accordance with the provisions of the Local Government Prompt Payment Act, Florida Statutes section 218.70 et. seq. The OWNER shall retain five percent (5%) of the payment amount due to CONTRACTOR until final completion and acceptance of all work to be performed by CONTRACTOR under the Contract Documents. 5.02 Pay Requests. 310 A. Each request for a progress payment shall contain the CONTRACTOR'S certification. All progress payments will be on the basis of progress of the work measured by the schedule of values established, or in the case of unit price work based on the number of units completed. 5.03 Paragraphs 5.01 and 5.02 do not apply to construction services work purchased by the County as OWNER which are paid for, in whole or in part, with federal funds and are subject to federal grantor laws and regulations or requirements that are contrary to any provision of the Local Government Prompt Payment Act. In such event, payment and retainage provisions shall be governed by the applicable grant requirements and guidelines. 5.04 Acceptance of Final Payment as Release. A. The acceptance by the CONTRACTOR of final payment shall be and shall operate as a release to the OWNER from all claims and all liability to the CONTRACTOR other than claims in stated amounts as may be specifically excepted by the CONTRACTOR for all things done or furnished in connection with the work under this Agreement and for every act and neglect of the OWNER and others relating to or arising out of the work. Any payment, however, final or otherwise, shall not release the CONTRACTOR or its sureties from any obligations under this Agreement, the Invitation to Bid or the Public Construction Bond. ARTICLE 6 - INDEMNIFICATION 6.01 CONTRACTOR shall indemnify and hold harmless the OWNER, and its officers and employees, from liabilities, damages, losses and costs, including, but not limited to, reasonable attorney's fees, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of the CONTRACTOR and persons employed or utilized by the CONTRACTOR in the performance of the Work. ARTICLE 7 - CONTRACTOR'S REPRESENTATIONS 7.01 In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations: A. CONTRACTOR has examined and carefully studied the Contract Documents and the other related data identified in the Summary of Work. B. CONTRACTOR has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. CONTRACTOR is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the 311 means, methods, techniques, sequences, and procedures of construction to be employed by CONTRACTOR, including applying the specific means, methods, techniques, sequences, and procedures of construction, if any, expressly required by the Contract Documents to be employed by CONTRACTOR, and safety precautions and programs incident thereto. E. CONTRACTOR does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. F. CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Contract Documents. G. CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. H. CONTRACTOR has given OWNER written notice of all conflicts, errors, ambiguities, or discrepancies that CONTRACTOR has discovered in the Contract Documents, and the written resolution thereof by OWNER is acceptable to CONTRACTOR. I. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. J. Contractor is registered with and will use the Department of Homeland Security's E -Verify system (www.e-verify.eov) to confirm the employment eligibility of all newly hired employees for the duration of this agreement, as required by Section 448.095, F.S. Contractor is also responsible for obtaining proof of E -Verify registration and utilization for all subcontractors. ARTICLE 8 - CONTRACT DOCUMENTS 8.01 Contents A. The Contract Documents consist of the following: (1) This Agreement; (2) Notice to Proceed; (3) Public Construction. Bond; (4) Certificate(s) of Liability Insurance; (5) Section 01000 Summary of Work (6) Section 01200 Measurement and Payment (7) CONTRACTOR'S Schedule of Values (attached) (8) The following which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto: a) Written Amendments; b) Work Change Directives; c) Change Order(s). 312 ARTICLE 9 - MISCELLANEOUS 9.01 Terms A. Terms used in this Agreement will have the meanings indicated in the Summary of Work. 9.02 Assignment of Contract A. No assignment by a party hereto of any rights under or interests in the Agreement will be binding on another party hereto without the Written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not .be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 9.03 Successors and Assigns A. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 9.04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 9.05 Venue A. This Agreement shall be governed by the laws of the State.of Florida. Venue for any lawsuit brought by either party against the other party or otherwise arising out of this Agreement shall be in Indian River County, Florida, or, in the event of a federal jurisdiction, in the United States District Court for the Southern District of Florida. 9.06 Public Records Compliance A. Indian River: County is a public agency subject to Chapter 119, Florida Statutes. The Contractor shall comply with Florida's Public Records Law. Specifically, the Contractor shall: (1) Keep and maintain public records required by the County to perform the service. (2) Upon request from the County's Custodian of Public Records, provide the County with a copy of the requested records or allow the records to be inspected or copied within a reasonable 313 time at a cost that does not exceed the cost provided in Chapter 119 or as otherwise provided by law. (3) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized bylaw for the duration of the contract term and following completion of the contract if the contractor does not transfer the records to the County. (4) Upon completion of the contract, transfer, at no cost, to the County all public records in possession of the Contractor or keep and maintain public records required by the County to perform the service. If the Contractor transfers all public records to the County upon completion of the contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the contractor keeps and maintains public records upon completion of the contract, the Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the County, upon request from the Custodian of Public Records, in a format that is compatible with the information technology systems of the County. B. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: (772) 226-1424 publicrecords@ircgov.com Indian River County Office of the County Attorney 180127th Street Vero Beach, FL 32960 C. Failure of the Contractor to comply with these requirements shall be a material breach of this Agreement. Article 10: TERMINATION OF CONTRACT A. The occurrence of any of the following shall constitute a default by CONTRACTOR and shall provide the OWNER with a right to terminate this Contract in accordance with this Article, in addition to .pursuing any other remedies which the OWNER may have under this Contract or under law: (1) if in the OWNER's opinion CONTRACTOR is improperly performing work or violating any provision(s) of the Contract Documents; (2) if CONTRACTOR neglects or refuses to correct defective work or replace defective parts or equipment, as directed by the Engineer pursuant to an inspection; (3) if in the OWNER's opinion CONTRACTOR's work is being unnecessarily delayed and will not be finished within the prescribed time; (4) if CONTRACTOR assigns this Contract or any money accruing thereon or approved thereon; or 314 (5) if CONTRACTOR abandons the work, is adjudged bankrupt, or if he makes a general assignment for the benefit of his, creditors, or if a trustee. or receiver is appointed for CONTRACTOR or for any of his property. OWNER shall, before terminating the Contract for any of the foregoing reasons, notify CONTRACTOR in writing of the grounds for termination and provide CONTRACTOR with ten (10) calendar days to cure the default to the reasonable satisfaction of the OWNER. C. If the CONTRACTOR fails to correct or cure within the time provided in the preceding Sub -Article B, OWNER may terminate this Contract by notifying CONTRACTOR in writing. Upon receiving such notification, CONTRACTOR shall immediately cease all work hereunder and shall forfeit any further right to possess or occupy the site or any materials thereon; provided, however, that the OWNER may authorize CONTRACTOR to restore any work sites. D. The CONTRACTOR shall be liable for: (1) any new cost incurred by the OWNER in soliciting bids or proposals for and letting a new contract; and (2) the difference between the cost of completing the new contract and the cost of completing this Contract; (3) any court costs and attorney's fees associated with any lawsuit undertaken by OWNER to enforce its rights herein. E. TERMINIATION IN REGARDS TO F.S. 287.135: TERMINATION IN REGARDS TO F.S. 287.135: CONTRACTOR certifies that it and those related entities of CONTRACTOR as defined by Florida law are not on the Scrutinized Companies that Boycott Israel List, created pursuant to s. 215.4725 of the Florida Statutes, and are not engaged in a boycott of Israel. In addition, if this agreement is for goods or services of one million dollars or more, CONTRACTOR certifies that it and those related entities of CONTRACTOR as defined by Florida law are not on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, created pursuant to Section 215.473 of the Florida Statutes and are not engaged in business operations in Cuba or Syria. OWNER may terminate this Contract if CONTRACTOR is found to have submitted .a false certification as provided under section 287.135(5), Florida Statutes, been placed on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or been engaged in business operations in Cuba or Syria, as defined by section 287.135, Florida Statutes. OWNER may terminate this Contract if CONTRACTOR, including all wholly owned subsidiaries, majority-owned subsidiaries, and parent companies that exist for the purpose of making profit, is found to have been placed on the Scrutinized Companies that Boycott Israel List or is engaged in a boycott of Israel as set forth in section 215.4725, Florida Statutes. 315 IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has been delivered to OWNER and CONTRACTOR. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or on their behalf. This Agreement will be effective on 20_ (the date the Agreement is approved by the Indian River County Board of County Commissioners, which is the Effective Date of the Agreement). OWNER: INDIAN RIVER COUNTY By: Joseph E. Flescher, Chairman By: Jason E. Brown, County Administrator APPROVED AS TO FORM AND LEGAL SUFFICIENCY: CONTRACTOR: By: (Contractor) Attest (CORPORATE SEAL) By: Dylan Reingold, County Attorney Address forgiving notices: Jeffrey R. Smith, Clerk of Court and Comptroller Attest: Deputy Clerk (SEAL) Designated Representative: Name: Title: Address: Phone Email License No. (Where applicable) Agent for service of process: Designated Representative: Name: Title: Address: Phone: Email: (If CONTRACTOR is a corporation or a partnership, attach evidence of authority to sign.) 316 Exhibit 1 to the Agreement — Pricing 317 BID SCHEDULE OF VALUES INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES DEEPENING AND TESTING OF UFA WELL S1 & N7 BIDDER'S NAME: All Webbs Enterprises Inc. 1. GENERAL CONDITIONS ITEM NO. ITEM QUANTITY UNIT UNITPRICE AMOUNT 1 BONDS AND INSURANCE/GENERALCONDITIONS 1 LS $25,000 $25,000 2 UNDEFINED CONDITIONS ALLOWANCE (DRILL OUT S1 CEMENT PLUG AND BIT) 1 IS $50,000 $50,000 2. S1 DEEPENING AND TESTING ITEM ITEM QUANTITY UNIT UNIT PRICE AMOUNT 3 MOBILIZATION/DEMOBILIZATION 1 LS $80•GDO Ee00DO 4 PULL EXISTING PUMP AND MOTOR 1 LS $8,500 $8,500 5 PRELIMINARY DOWN HOLE VIDEO (STATIC AND DYNAMIC) 1 IS $4,000 $4.00D 6 FORMATION WATER DISPOSAL SYSTEM 1 LS $12,000 $12,000 7 DEEPENING OF EXISTING BOREHOLE FROM 800-1500 FEET BLS 700 FT . $110 $77.000 8 GEOPHYSICAL LOGGING SUITE (XY CALIPER, DUAL IND., GAMMA, BHCS, SP, SPR, STATIC & DYNAMIC FLUID CON D. TEMP and FLOW)1 Ls $12,000 $12,000 9 INSTALL INFLATABLE STRADDLE PACKER FROM 850-900' BLS AND PERFORM PACKER TEST OF CONFINING UNIT 1 Ls $35.000 $35,000 10 INSTALL INFLATABLE OFF BOTTOM PACKER FROM @ ^•900' BLS 1 LS $25,000 $25,000 11 24-HOUR CONSTANT RATE PUMPING TEST OF AAPZ 1 LS $20.000 $20.000 12 24-HOUR PUMPING TEST OF UFA 1 LS $20,000 $20.000 13 SET UP TO BACK PLUG BOREHOLE 1 LS $5,500 $5,500 14 BACK PLUG BOREHOLE WITH NEAT CEMENT GROUT FROM APPROXIMATELY 1,250 -FEET TO 1,500 -FEET AND FROM 850 -FEET TO 900 -FEET 300 LF $50 $15,000 15 GRAVEL BACKFILL AAPZ FROM APPROXIMATELY 900 -FEET TO 1,250 -FEET 400 LF $50 $20000 16 WELL ACIDIZATION SETUP 1 LS $15'wo $15000 17 WELL ACIDIZATION 4,000 GAL $5 $20,000 18 INSTALL AND REMOVE PUMP DISCHARGE APPARATUS 1 LS $15,000 $15,000 19 PUMP DEVELOP WELL 60 HR $300 $18,000 20 CONDUCT STEP -RATE PUMPING TEST 8 HR $350 $2800 21 FINAL DOWN HOLE VIDEO LOG (STATIC AND DYNAMIC) 1 LS $4000 $4000 22 RINSTALL PERMINANT WELL PUMP 1 LS $9500 $8500 23 WELL DISINFECTION AND WATER QUALITY SAMPLING 1 LS $5,000 $5,000 24 SITE RESTORATION 1 LS $20,000 $20,000 BF -1 JW -01-28B JLA Geosciences, In3.18 BID SCHEDULE OF VALUES INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES DEEPENING AND TESTING OF UFA WELL S1 & N7 BIDDER'S NAME: All Webbs Enterprises Inc. 3. N7 DEEPENING AND TESTING ITEM ITEM QUANTITY UNIT UNIT PRICE AMOUNT 2S MOBILIZATION/DEMOBILIZATION 1 LS $80,000 $80,000 26 PULL EXISTING PUMP AND MOTOR 1 LS $8,500 $8,500 27 PRELIMINARY DOWN HOLE VIDEO (STATIC AND DYNAMIC) 1 LS $4,000 $4,000 28 FORMATION WATER DISPOSAL SYSTEM 1 LS $12,000 $12,000 29 DEEPENING OF EXISTING BOREHOLE FROM 800-1500 FEET BLS 700 FT $110. $77,000 30 GEOPHYSICAL LOGGING SUITE (XY CALIPER, DUAL IND., GAMMA, BHCS, SP, SPR, STATIC & DYNAMIC FLUID COND. TEMP and FLOW 1 LS $12,000 $12,000 31 INSTALL INFLATABLE STRADDLE PACKER FROM 850-900' BLS AND PERFORM PACKER TEST OF CONFINING UNIT 1 $35,000 $3s,000 32 INSTALL INFLATABLE OFF BOTTOM PACKER FROM @ ^'900' BLS 1 LS $25,000 $25,000 33 24-HOUR CONSTANT RATE PUMPING TEST OF AAPZ 1 LS $20,000 $20,000 34 24-HOUR PUMPING TEST OF UFA 1 LS $20,000 $20,000 35 SET UP TO BACK PLUG BOREHOLE 1 LS $5,500 $5,500 36 BACK PLUG BOREHOLE WITH NEAT CEMENT GROUT FROM APPROXIMATELY 1,250 -FEET TO 1,500 -FEET AND FROM 850 -FEET TO 900 -FEET 300 LF $so $15,000 37 IGRAVEL BACKFILL AAPZ FROM APPROXIMATELY 900 -FEET TO 1,250 -FEET 350 LF $50 $17,500 38 WELL ACIDIZATION SETUP 1 LS $15,000 $15000 39 WELL ACIDIZATION 4,000 GAL $s $20000 40 INSTALL AND REMOVE PUMP DISCHARGE APPARATUS 1 LS $15,000 $15,000 41 PUMP DEVELOP WELL 60 HR $300 $18,000 42 CONDUCT STEP -RATE PUMPING TEST 8 HR $350 $2,800 43 FINAL DOWN HOLE VIDEO LOG (STATIC AND DYNAMIC) 3 LS $4,000 $12,000 44 RINSTALL PERMINANT WELL PUMP 3 LS $8500 $25500 45 WELL DISINFECTION AND WATER QUALITY SAMPLING 3 LS $5,000 $15000 46 SITE RESTORATION 1 LS $20,000 $20,000 Total Bid Amount S 992,100.00 Total Bid Amount in Words: Nine Hundred Ninety Two Thousand One Hundred Dollars and Zero Cents Note: The Bid Schedule of Values is based on an estimate. Actual quantities of items will be determined by the OWNER AND OWNER'S BF -2 JW -01-28B JLA Geosciences, In3.19 /34 Office Of Attorney's Matters 06/08/2021 INDIAN RIVER COUNTY Dylan Reingold, County Attorney William K. DeBraal, Deputy County Attorney Susan J. Prado, Assistant County Attorney MEMORANDUM TO: The Board of County Commissioners ATTORNEY THROUGH: Phillip J. Matson, AICP, Community Development Director FROM: Susan J. Prado, Assistant County Attorney Andrew Sobczak, Chief, Environmental Planning, & Code Enforcement DATE: May 27, 2021 SUBJECT: Request for Release of an Easement Located at 170 Seaspray Lane, Town of Orchid, FL It is requested that the Board of County Commissioners formally consider the following information at its regular meeting of June 8, 2021. DESCRIPTION AND CONDITIONS The County has been petitioned by VRB Realty LLC, owner of a lot located at 170 Seaspray Lane, in the Town. of Orchid for release of a portion of a Visual Access Easement (hereinafter "easement"). The purpose of the easement release request is to accommodate the construction of a new single-family residence. The easement was granted to the County and the Town of Orchid by the Orchid Island Associates Limited Partnership on October 16, 1989 to preserve visual access / line of sight over Jungle Trail's historic alignment. Since the realignment of Jungle Trail to its current location, no part of Jungle Trail runs through the portion of the visual access easement petitioned for release. Based on the recorded easement, no construction of any vertical structures within the easement are allowed. Release of the easement by the Grantees to the underlying property owner would allow for such vertical construction. Staff reviewed the historic documentation for Jungle Trail and found that the road's current alignment is designated (report available in the BCC office for review), however this does not formally extend to 320 the area of the visual access easement that encumbers the property located at 170 Seaspray Lane. ANALYSIS On April 7, 2021, an easement release request was submitted to the Town of Orchid. After receiving the request, Town staff contacted the adjacent property owners to determine if there were any objections to the release. No objections to the release were indicated, and on May 5, 2021, the Town of Orchid's Town Council met and voted to release the visual access easement. Following this action, the property owner has moved forward with his petition to the County for release of the easement. The request has been reviewed by the County Surveyor; the County Community Development Department, and the Town of Orchid. None of the reviewing agencies expressed an objection to the requested release of easement. Therefore, staff has no objection to the request for release of the easement. STAFF RECOMMENDATION Staff has no objection to the request and has attached a proposed County Resolution for Release of the Visual Access Easement. FUNDING: There is no funding required for this item. Attachments: Exhibit "A" Image of Petition for Release of Publicly D Easement Exhibit "B" Image of Orchid Island Plat 5, Plat Book 13, Page 23A. Exhibit "C" Copy of Visual Access Easement Exhibit "D" Minutes from Town of Orchid May 5, 2021 Meeting Releasing Easement Exhibit "E" Aerial Demonstrating Portion of Visual Access Easement Requested for Release 321 Exhibit "A" PETITIONFOR LEASE OF PUBLICLY DEDICATED EAMMEN'T VRti Realty LLC heriebYPetitions Indian River County to (Print Nate) release the: old Jungle Trail easement (description of easement I i.c. rear 10' drainage & utility, conversation, ew.) located 17D Seaspray Lane, t7rchid, FL 32963 (address, subdivision name, parcel 11) #, or tract) If requesting release of a portion of an easement, fill in section below and. submit a legal description of area to be released: Releaseeasment and terminating at ' l3. 13 , P1- ,0 laying adjacent to (or in) Bloch , Lot 38 , Section _ , Tommship Range _ as recorded in Plat Book 6 .,Page 13-23 .Public Rewords of Indian liver County, Florida. The reason for this request is (should include intended use ofproperty): To remove easement for old Jungle Trail which is no longer in use to allow construction of residence on private ilot. Applicants Name (Please Put): John Kean Mailing address:. __- _ 176 North Shore Road, Yero'Beach, FL 32363 Telephone #: E-mail: e;'� Keztn q of • t o M Date: S X, List of property owners abutting portion of public easement requested to be released: 180127"Stcce '%roroBea&FL32%0 FAGauu.. ytTcvtllop=nf"P,idCAT[ONS1"&FnfonarxwWp cadm7isRdcwwffiacmeott.dee 2 322 Exhibit "B" ORCHID ISLAND --- PLAT 5 A SUBDIVISION IN SECTIONS 22 AND 23, TOWNSHIP. 31 SOUTH, RANGE 39 EAST, TOWN OF ORCHID, INDIAN RIVER COUNTY, FLORIDA y1§� 11423��1� "" twtiaagwr for z "Q' ss. . «e ro +mZ tl •w a ' r..rp� ucr sem: mm a�.m ncwmc � P.O. �Dactw ISLAND —PLAT e_- -- ------ 39 GtrK_emnc rr LOT r ! AS Imto4o�D IR FLLr moi WGe 1! ` •• .� �y nuns c rwe ar amw ole �:m:r, news ass �iY _.- m=_grMtrt torz JUNGLE, eo�euu�r wr 1 tr i x1� ;Rti N! ner ro =_ 43 p 42 ORCHID ISLAM -- PLAT 1 _ u mm�om nxr soot n res o-0 naruc rtnmcs av w:ui x:,R mann. nawxm= z -z 1-7o 5e4WJ-i- LEGAL DESCIU noa 323 CURVE IABD . «k oP.CHID ISLAND --- PLAT i ,s ezcowa n wss mot n w2rc xmoms w sa7.�r Ora savnis. nnmca Anty n: ic' is a" ry __u L`.: a%...'w'..b c�cxluJS��F.9� "m s'r"er'v r.Fa�s. .sii a�� ����pp����,,��}}[[55 pp��RpuAw��jry,TT prs��µy J14NT MMA'*!5 0.1:u :,NT Cbllf+ri Mari rm 1ni� mS su>< . l QUMN AND ASSDCIATM INC Ca9TlM1TLtiD 6X61�Trf�4 SaflT9K. 1tO P.AbmB :t nev Wo RMp �1pbpF ,rm wmn I.a� ut-vm a �G 11:1,9 4"rb'e'S-''ism ' n 76�Sd N ux ' LEGAL DESCIU noa 323 Exhibit "C" 512&2D21 Lamdrrark Web GffWaL Rerasds Seamh ewe. t5.oa• �} Doc. ,SS LJ X20526 fir. accrss�� sAsc WHEREAS& Orchid-.ialand Associates Limited partnership, a Connecticut limited partnership, hereinafter Grantor', is the fee simple owner of certain property situated in the ',Goan of Orchid, Indian River County, Florida, which ;property is currently undergoing development; and WHEREAS. Grantor's property is Immediately adjacent to Jungle Tral12 and W118REAS, Grentor_a,. Indian River County and Town of Orchid have agreed to allow the Grantor to realign a portion of jungle Trail, the County having found that the plan for realignment hes' mot each of the criteria established by tho Indian River County Jungle Management Plan; and WHEREAS, the parties have agreed that it is desirable to precorvaa the line of night along the length of that portion of Jungle Trail abandoned.by the County; W I THESSE 'T lit That Grantor, for and in consideration of the approval by Indian River County to realign jungle Trail, further and in consideration of the approval by the Town of Orchid for the conetruction of the realigned portion of Jungle Trail, and other good and valuable consideration, by.thono presents does grant to Indian :River County and Town of Orchid, hereinafter 'Grantees'", an easement preserving visual access or line of sight over that real property described in Exhibit 'A'. vertical structures which would impair the line of sight ouch as buildings, sheds, n 0 shacks, houses, or garagoo shall not be erected in the area L m m c n.w described. Granny areas, planted areas, landscaping, walking r, us�iC.a patho, fairways, greens, golf cart paths., drainage awales, N W M $ y a roadways, utilities, and other uses which do not impair the line � V :Q > m y m of night shall be permitted in the described easement. .3 -sat Doe. ST. - AMT. 4 dX &`ATR#. — oa OrNt tare 1 O.R. 846 P6 0136 http�lfori an risrerag�seanfnrirtd•_x?aherrse=.trlue%earsn3eaechCaS caaSoofdPage&arym�k;earchSe6=eEian V3 324 512 M.21 N Undmark Web Oftial Records Search This easement shall be perpetual and shall run. with the land and he binding upon all subsequent owners of the servient estate. This casement shall not be assignable by the Grantees; This easement may be onfor-cd by the Grantees by injunction or proceeding in equity or at law. 'This nasamnnt may be released by the Grantees to the owners of the nervient estate. Thia easement shall be recorded and indexed In the same manner as ,any other instrument affecting the title to real property. Grantor hereby covenants that it is lawfully seized of.oaid servient land in fee simple, and that it has good right and lawful authority to convey the easement established hereby, and will dofend•the ,same against the ,lawful claims of all persono whomsoever. 214 WITNESS WHEREOF, Grantorbas caused these presents to be S2 executed this ,i..._ day of __i cAb6eI _, 1999. WITNESSES: ORCHID ISLAND. ASSOCIATES ;LIMITED PAI,RTNERSHIP, A Connecticut 'L ed Partnership RIC BERTS Cp., xT1C..Ma.. ,_ traner 1 P r STATE or Cofta0t''TiCU1 {Corporate - 0 })�8-'rw 'I!, CUUNR Y UP 1Kftg j jbr.� ; .t.^ I HEREBY CERTIFY that an this day, before" me,, an'' officer duly .,authorised in the State and County afores' o take ac]cnowledgmentn, .personally appeared ROBERT !I. HY�INPS well known to me to be the Pzesident of RICHARD ROBERTS Co. e. General Partner of ORCHID ISLAND ASSOCIATES LIMITED PARTNERSHIP, and that he acknowledged executing the same in the presenceof two .subscribing 'witnesses freely and voluntarily under authority duly vested in him by said corporation and. that the seal affixed therato is the true corporate seal of said corporation. Witness my hand an official seal,in the Cow( y and Statc last aforeaald this --i- day Of 1gj, Notary Public " tj` My Commission Expi.ress '_.o `s<<i;y� iii:.•'' - 2 i1:,, -..:..._;:.•=,a..- PATRICIA 0. 'RGIDY. r.oll-,sarr rura_re; •:' rriti4 tRy LEX.•imissEon McES}MaGH 31. 19M O.R. 846 P8 0137 4 https:llori.Radian-ftecorgrsearcMn&-)?5heme=-51u--UeUnn=searchC¢teaa£ookPagc-S cSearchSel ction= 2G 325 502=021 Lar.dwrk Web Official Reccmh Searrh MMTDI!r-.A. Ten feet on either eLde, of the Jungle_ -rroii maintenance map bavellne, an xecor4ed in -Plot Book, 13, ,Page 4 Public Recordo .of Indian,niver County, Florida from Station 173 + 48.92 feet to StotLon 194 :}'42.48 fact. 0-4. 846 PG 0138 :htos:f;ohzir4ian-dvir.orgfv-ar&,firy?themO=.blueUect5on=seLarchCdbE.f.aSiDok.paige&qdzkSearehSe?--.tion=# 3,3 326 c.n 0-4. 846 PG 0138 :htos:f;ohzir4ian-dvir.orgfv-ar&,firy?themO=.blueUect5on=seLarchCdbE.f.aSiDok.paige&qdzkSearehSe?--.tion=# 3,3 326 Exhibit "D" Release of Visual Access Easement on 170 Seaspray Lane The Town Manager explained that since the last meeting he had reached out to adjoining property owners as well as the Orchid Island Community Association and that he had received no feedback against the release of the Visual Access Easement upon the vacant residential lot at 170 Seaspray Lane. Councilmember Browning moved to grant the request for release of the Visual Access Easement of October 16,1989, as if pertains specifically to the property addressed as 170 Seaspray Lane. Councilmember Benedetto seconded the motion. The Town Clerk took a roll -call vote as follows: Councilmember Benedetto ................ aye Vice -Mayor Knapp .............................. aye Mayor Gibbons ...................................... aye Councilmember Browning .................. aye 327 Exhibit "E" O 171 v - _.191 , ��'t�i�• ` � '" � ti. 1$1 �, y ► '��ywry r � �M 1•�0 �� PORTION OE 1 1b0 - EASEMENT ;+ i L��p , b ' , PETITIONED �� ���ti 10 ll' +�— FOR RELEASE !�+ APPROKIMATE LOCATION OF 20' WIDE VISUAL.. ' $ o s_ ACCESS r ENT 328 RESOLUTION NO. 2021- A RESOLUTION OF INDIAN RIVER COUNTY, FLORIDA, RELEASING A PORTION OF AN EASEMENT LOCATED AT 170 SEASPRAY LANE IN THE TOWN OF ORCHID WHEREAS, Indian River County has an interest in a Visual Access Easement located at 170 Seaspray Lane, in the Town of Orchid; and WHEREAS, VRB Realty, LLC., the owner of the property, has made application to Indian River County requesting that the Countyxelease a portion of the easement; and WHEREAS, the retention of the easement, as described below, serves no public purpose; NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Indian River County, Florida that: INDIAN RIVER COUNTY DOES HEREBY RELEASE and abandon all right, title, and interest that it may have in the following described easement: A portion of the twenty (20) foot visual access easement being described as follows: that portion of the visual access easement lying within Lot 38, as depicted on the plat entitled Orchid Island Plat 5 as recorded in Plat Book 13 Page 23A, of the public records of Indian River County, Florida. This release of easement is executed by Indian River County, a political subdivision of the State of Florida, whose mailing address is 1801 27th Street, Vero Beach, Florida 32960. THIS RESOLUTION was moved for adoption by Commissioner , seconded by Commissioner , and adopted on the day of , 2021, by the following vote: Chairman Joseph E. Flescher Vice -Chairman Peter D. O'Bryan Commissioner Susan Adams Commissioner Joe Earman Commissioner Laura Moss The Chairman declared the resolution duly passed and adopted this day of , 2021 an BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA Joseph E. Flescher, Chairman ATTEST: Jeffrey R. Smith, Clerk of Court and Comptroller Deputy Clerk APPROVED AS TO LEGAL FORM: County Attorney 329 136 MEMORANDUM TO: Board of County Commissioners FROM: Dylan Reingold, County Attorney DATE: May 18, 2021 SUBJECT: Environmental Control Hearing Board Committee Vacancy On September 13, 2011, the Board of County Commissioners adopted Resolution 2011-072, which assigned to the County Attorney's Office the task of monitoring certain committee member terms, and overseeing the process of appointments and reappointments. This agenda item is to consider the appointment of an applicant to fill the vacant position of "Member -at -Large; Citizen not holding elective office" on the Environmental Control Hearing Board, which term expires in January 2023. The vacancy has been advertised on the County's website and on Channel 27 in excess of 30 days. The following are the names of the qualified applicants for this position, whose resumes and/or applications are online for review: MICHAEL L. COZAD ANNA KIRKLAND RECOMMENDATION. The County Attorney recommends that the Board review the applicants' resumes/applications, and determine which applicant to appoint to fill. the unexpired term ending in January 2023 for. the "Member -at -Large; Citizen not holding elective office" representative to the Environmental Control Hearing Board. 330 Dylan Reingold, County Attorney William K. DeBraal, Deputy County Attorney Susan J. Prado, Assistant County Attorney /,2e County Attorney's Matters - B.C.C. 6.8.21 Oce of INDIAN RIVER COUNTY MEMORANDUM TO: Board of County Commissioners FROM: Dylan Reingold, County Attorney DATE: May 27, 2021 SUBJECT: Eviction Prevention & Diversion Mediation BACKGROUND. ATTORNEY With approximately 150 eviction cases pending in Indian River County, a CDC moratorium extended through June 30, 2021, and resources designated to avoid COVID-19 related evictions, Judge Menz has approached the County about establishing a mediation program for tenants and landlords. The primary goal of the mediation would be to keep tenants in their homes, while at the same time adequately compensating landlords. In order to incentivize landlord participation in the program, Judge Menz has reached out to the County to utilize some of the funds from the Mortgage and Rental Assistance Program under the CARES Act allocation. After communications with Judge Menz, Judge Menz has proposed that the County provide funds to pay back rent and 3 months of future rent for a total amount not to exceed $7,500 per landlord tenant case. However, the amount provided per case could be increased up to a maximum of $9,000 as approved by the County Administrator. A maximum of $2 million would be set aside for the program. As noted by Judge Menz, there will be two avenues for arriving at mediation before cases are filed with the Court and after cases are filed with the Court. Whichever avenue brings the parties to mediation, once there, the support and incentives will be the same. Indian River County Bar Association (IRCBA) pro- bono attorneys will be recruited and trained to act as mediators in the program. Florida Rural Legal Services (FRLS), through its Housing Emergency Advocacy Response Team (HEART) program, will provide training, guidance and additional legal support for the pro-bono attorneys. Additionally, a representative from the County will be involved. And as noted by Judge Menz, United Way resources will be available through September 30, 2021 for any filing/court fees if the parties reach an agreement. The Court has suggested that potential locations for mediation could include the County Administration conference rooms, the public library, and the women's center. FUNDING. Funds of up to $2 million for the Eviction Prevention & Diversion Mediation will come from Mortgage and Rental Assistance Program under the CARES Act allocation. 331 C:I ilserzllegisrarL9ppDamlLocallTenipIBCL TechnalagieslearyPDF 81nBCL@,ECOEIB4FVBCLnn £COE184F.dac Board of County Commissioners May 27, 2021 Page 2 RECOMMENDATION. The County Attorney's. Office recommends that the Indian River County Board of County Commissioners vote to support the Eviction Prevention & Diversion Mediation and authorize the use of up to $2 million from the Mortgage and Rental assistance program under the County's CARES Act allocation. ATTACHMENT(S). Eviction Prevention & Diversion Mediation proposal C:IUsersllegislarLlppDaialLocallTempOCL TechnologieslearyPDF31(`aCBCLCECOE1BAhl(a�BCL�COE1BAFdoc 332 IRC Eviction Prevention & Diversion Mediation Proposal With approximately 150 eviction cases pending in Indian River County, a CDC moratorium extended through June 30, 2021, and resources designated to avoid COVID related evictions, we have the opportunity to address this issue in a meaningful way in order to avoid the most damaging impacts on our neighbors and our community. Mediation for tenants and landlords is one powerful mechanism we can employ. Goals The primary goals of mediation include keeping tenants housed and adequately compensating landlords. Additional benefits will be to improve judicial efficiency and promote the efficient and effective use of county resources. Available Resources . In order to incentivize landlord participation, an increase in the "cap" of county resources available for purposes of negotiation will be central to the success of mediation. Based on models reviewed from around the state, many counties are providing back and futul e rent at the maximum federally allowed of up to 12 months, with the possibility to consider an additional 3 months. We propose that IRC provide funds for back rent and funds for 3 months of future rent, not to exceed $7,500 per landlord tenant case. However, the amount provided per case could be increased up to a maximum of $9,000 as approved by the County Administrator. A maximum of $2 million would be set aside for the program Mediation Process There will be two avenues for arriving at mediation: before casesare filed with the court and after cases are fled with the court. Whichever avenue brings the parties to mediation, once there, the support and incentives will be the same. IRCBA pro-bono attorneys will be recruited and trained to act as mediators for the parties. FRLS and its HEART team will provide support for the pro- bono attorneys. Ideally, a representative from the county will be on-site to build efficiency for the county in disbursement of the funds while increasing confidence for the landlords regarding the available compensation. United Way resources will be available through September 30, 2021 for any fling/court fees if the parties reach an agreement. Standard forms will be used for consistency and so that parties.,can review them prior to mediation if desired. These forms will include: waivers by both parties allowing a neutral 3rd party to act as mediator; a settlement agreement discharging up to .6 months back rent and providing up to 3 months future rent; a lease for 180 days; an order dismissing the case without prejudice. Pre-Litijzation Avenue Robust outreach to both tenants and landlords will be key to developing pre -litigation mediation. Identifying and educating landlords before they file eviction notices is the most pro -active, efficient use of human, institutional, and financial resources. Optimally, parties will begin to avail themselves of this path rather than filing eviction claims in order to maximize the benefit to their specific situation while increasing system efficiency by avoiding judicial backlogs and unnecessary use of judicial resources. Opportunities for outreach include: informational flyers 1 333 regarding available relief and resources in utility bills; marketing by the United Way regarding available relief and resources; direct outreach to known landlords and their attorneys; inviting landlords to an informational forum hosted by the United Way. All outreach will direct tenants and landlords to the county website and/or phone number where they can qualify for the program and register for a monthly mediation date. Potential locations for mediation include the County Administration conference rooms, the public library, and the women's center. Ideally, there will be a minimum number of registrants for a date to maximize the efficiency of resources, however, at the outset the program will be prepared to accommodate fewer participants in order to cultivate success and generate awareness. Litigation Avenue There will be a special docket call for eviction cases, initially once a month, that will require mediation before the parties can pursue their claims before the judge. This model is similar to that used currently with Small Claims Court. Conference rooms in the. Courthouse will be available for use as mediation spaces. Conclusion Without an adequate community system to address this complicated issue, more and more people are being evicted in spite of the CDC moratorium and the available resources. We know that when tenants are unhoused they have been unable to findraffordable housing alternatives in our community. IRC's profound affordable housing crisis has been exacerbated by the pandemic. It is incumbent upon us to stem this crisis wherever we can while longer term solutions are being developed. Implementing a mediation process- around evictions provides one such critical and feasible opportunity. 334 /o D MEMORANDUM TO: Board of County Commissioners FROM: Dylan Reingold, County Attorney DATE: June 2, 2021 SUBJECT: Brightline Settlement Agreement BACKGROUND. On January 16, 2019, Indian River County filed a complaint for declaratory relief against Brightline Trains, LLC and Florida East Coast Railway, LLC concerning the costs for the installation and maintenance of Brightline's highway -railroad crossing safety improvements. Senator Mayfield has worked with the Florida Department of Transportation and her colleagues in the Florida Legislature and Brightline to have the safety improvements requested by Indian River County be installed at no cost to Indian River County. In exchange, Indian River County was requested to drop its last remaining lawsuit. County staff believes that the installation of the necessary safety improvements is the highest priority for the citizens of Indian River County. Thus, the County Attorney's Office presents to this Indian River County Board of County Commissioners a settlement agreement with Brightline that memorializes this compromise. As part of the settlement agreement, the parties agree to fully cooperate in the pursuit of various grants for the funding of the additional improvements, which are estimated to cost $31,604,565. Additionally, although the County will pay for the improvements at 41st Street, 45th Street, and 49th Street, and the sidewalk to be installed on one side of 65th Street from the west right-of-way line of Old Dixie Highway, to the FECR right-of-way line on the west side of the tracks, the parties have agreed to cooperate on the installation of such improvements and the costs will be capped at $905,000. These costs would always have been borne by the County, but coordinating the timing of these improvements with Brightline's crossing improvements will minimize the traffic impacts. Under the settlement agreement, Brightline will submit to FDOT and Indian River County the plans and specifications for the crossing improvements and a maintenance of traffic plan. FDOT and Indian River County will then have the opportunity to review the plans for compliance with the settlement agreement, and applicable federal, state, and local requirements and regulations. Indian River County will be included in all aspects of the review process and will have ten business days to provide comments to FDOT for inclusion in the comments provided to Brightline. If, after considering Indian River County's input, FDOT determines that plans are approvable or that a design exception or waiver of requirements or 335 Board of County Commissioners May 4, 2021 Page 2 regulations is warranted, FDOT shall discuss the design exceptions or waivers with Indian River County. The settlement agreement states that in the event of such dispute between Indian River County and FDOT, FDOT's written approval determination to the County and Brightline on the issue will control. FDOT's written determination on the issue will control. Brightline will be required to apply for and obtain Indian River right-of-way permits for work in the County right-of-way. Under the settlement agreement, Brightline will not be required to post security; however, Brightline is required to cause its general contractor to add Indian River County as an additional obligee of any performance bond obtained by the general contractor(s) performing the crossing -related work, with such additional obligee rights being limited to the value and scope of the crossing -related work to be performed at the crossings within Indian River County's right-of-way. If Indian River County fails to approve Brightline's maintenance of traffic plans or issue a specific right-of-way permit within five business days of receiving the applications, and such failure is not cured within three business days of receipt of written notice thereof, Brightline will have no obligation to install or pay for the additional crossing improvements associated with the particular application. Indian River County will also cooperate with Brightline in its efforts to obtain any approval and/or permit needed from third -parties for any crossing -related work. The parties will release all claims they have against each other, except that Indian River County will not be releasing the claims for the construction related damage identified in the settlement agreement. Indian River County also shall not take any other action challenging Brightline's ability to operate within the FECR right-of-way; provided, however, this shall not limit Indian River County's ability to support or lobby for laws or regulations affecting Brightline's operation within the FECR right-of-way. Exhibit B are the plans that FDOT had previously approved and Exhibit E will be attached as soon as the list of claims for construction damage is finalized. The County Attorney's Office recommends that the Indian River County Board of County Commissioners vote to approve the settlement agreement and authorize the chair to execute any and all documents necessary to effectuate the settlement agreement. The County Attorney's Office also recommends the Board waive the Purchasing Manual requirements consistent with the settlement agreement. FUNDING. Funding for these expenses are not currently budgeted, but will be added to the 21/22 Capital Improvement Element. RECOMMENDATION. The County Attorney's Office recommends that the Indian River County Board of County Commissioners vote to approve the settlement agreement and authorize the chair to execute any and all documents necessary to effectuate the settlement agreement. The County Attorney's Office also recommends the Board waive the Purchasing Manual requirements consistent with the settlement agreement. ATTACHMENT(S). Settlement Agreement 336 SETTLEMENT AGREEMENT This Settlement Agreement ("Settlement Agreement" or "Agreement") is entered into as of May , 2021 (the "Effective Date"), by Indian River County, Florida, a political subdivision of the State of Florida ("Indian River"), and Brightline Trains Florida LLC, fVa Brightline Trains LLC (`Brightline") (collectively, the "Parties"). RECITALS WHEREAS, Indian River is a political subdivision of the State of Florida which is governed by a Board of County Commissioners (the "IRCBCC"); WHEREAS, Brightline is a corporate entity tasked with developing and operating express passenger rail service between Miami and Orlando, Florida (the `Brightline Project"); WHEREAS, the bulk of Brightline's planned passenger service route, including the portion which will pass through Indian River, will use Florida East Coast Railway LLC's ("FECR") existing railroad right-of-way (the "FECR ROW"); WHEREAS, within Indian River, there are 32 locations where the FECR ROW intersects with an existing roadway, as set forth in Exhibit A (the "Indian River Crossings"); WHEREAS, each of the Indian River Crossings is subject to an independent crossing agreement with FECR (the "Existing Indian River Crossing Agreements"); WHEREAS, 21 of the Indian River Crossings involve roadways within Indian River's permitting jurisdiction (the "County Roadways"); WHEREAS, to accommodate Brightline's express passenger service, Brightline is upgrading the portion of the FECR ROW within Indian River by, among other things, improving the Indian River Crossings; WHEREAS, Indian River has filed a Complaint for Declaratory Judgment against Brightline and FECR in Florida Circuit Court, Case No. 16-2019-CA-003051-XXXX-MA (the "Indian River Crossing Litigation"); and WHEREAS, the Parties desire to settle their differences in order to avoid the time, expense, and uncertainty of further litigation. NOW, THEREFORE, in consideration of the mutual covenants and agreements herein, and other good and valuable consideration the receipt and the sufficiency of which are acknowledged, the Parties hereby agree as follows: 1. Incorporation of Definitions and Recitals. The definitions and recitals above are incorporated herein by reference and made a substantive part of this Settlement Agreement. 337 2. Indian River Crossing Designs and Maintenance. (a) Brightline shall be responsible for installing and paying for the cost of the improvements to the Indian River Crossings set forth in Exhibit B (the "Planned Crossing Improvements"). Indian River accepts the portions of the Planned Crossing Improvements which are located within the FECR ROW. (b) Brightline shall also install the additional improvements listed in Exhibit C (the "Additional Crossing Improvements"). Brightline shall be responsible for the cost of the Additional Crossing Improvements, except for (A) the railroad crossing panels to be installed at a width sufficient to accommodate future Indian River road widening projects planned at 41 st Street, 45th Street, and 49th Street, and (B) the sidewalk to be installed on one side of 65h Street from the west side of County Road 5A to the FECR ROW line on the west side of the tracks (together, the "Indian River Funded Improvements"). It is contemplated that Brightline will fund the cost of the Additional Crossing Improvements for which it is responsible through a combination of sources, including: (i) a Federal grant or grants including, but not limited to a grant through the Rebuilding American Infrastructure with Sustainability and Equity ("RAISE") program, the Consolidated Rail Infrastructure and Safety Improvements ("CRISI") program, and/or the Better Utilization Investments to Leverage Development ("BUILD") program (collectively, the "Federal Grant"), which Federal Grant is to be applied for by Indian River with support from the Florida Department of Transportation ("FDOT"), Brightline, and municipalities within Indian River County's borders; (ii) a grant or grants or other contribution from the State of Florida and/or FDOT (collectively, the "State Grant"); and (iii) a contribution from Brightline. Indian River shall be responsible for the cost of the Indian River Funded Improvements. The contribution from Indian River shall be limited to $905,000. The parties shall fully cooperate in the pursuit of the Federal Grant and State Grant, and they shall also designate the Additional Crossing Improvements as their highest priority request under the Federal Grant and State Grant programs. Indian River agrees to disburse its contribution for the Indian River Funded Improvements in accordance with the Local Government Prompt Payment Act, Fla. Stat. §§ 218.70, et seq. For purposes of the Local Government Prompt Payment Act, the Indian River Public Works Director shall be the agent or employee to which Brightline may submit its payment request or invoice. And for purposes of the Local Prompt Payment Act, not meeting the contract requirements means not performing work in accordance with approved plans and specifications. In the event that Brightline or Indian River seeks any additional federal, state, or other grant money to defray the cost of any Additional Crossing Improvement, the other party shall coordinate in good faith with such efforts. The parties acknowledge and agree that the Additional Crossing Improvements are being made as an accommodation in furtherance of settlement and shall not be deemed an admission that the improvements are necessary or advisable at any particular location. Nor shall they be deemed precedent that similar improvements are necessary or advisable at any other location. (c) Before Brightline commences construction at any Indian River Crossing, it shall submit to FDOT and Indian River the plans and specifications for the Planned and Additional Crossing Improvements at such crossing, and a maintenance of traffic plan for such work (the "Submissions"). FDOT and Indian River shall review said Submissions for compliance with Exhibits B and C, and applicable Federal, State, and Local requirements and regulations. Indian River shall be included in all aspects of the review process and shall have ten (10) business days to provide comments on the Submissions to FDOT for inclusion in the comments provided to 338 Brightline. Indian River's comments may address Federal, State, and Local requirements or regulations, but Indian River agrees that it shall not demand, request, or suggest any additional crossing -related improvements beyond those reflected in Exhibits B and C during this process. If, after considering Indian River's input, FDOT determines that the Submissions are approvable or that a design exception or waiver of existing requirements or regulations is warranted, FDOT shall discuss the design exceptions or waivers with Indian River and after discussions Indian River agrees to accept that determination. For avoidance of doubt, in the event of a dispute between Indian River and FDOT as to whether particular revisions are needed to render the Submissions approvable or whether design exceptions or waivers are appropriate, FDOT's written approval determination to the County and Brightline on the issue shall control. Once FDOT has approved the Submissions, Indian River shall separately approve the maintenance of traffic plan, as necessary to comply with Local requirements and regulations. In addition, before Brightline commences construction at any Indian River Crossing which will require work within Indian River's right-of-way, Brightline shall also apply for and obtain an Indian River right-of-way permit for each such crossing. Indian River agrees that, upon submission of each completed application, the application(s) shall be reviewed for conformance with the approved Submissions and the right- of-way permit shall be issued. No security requirement shall be required; however, Brightline shall cause its general contractor to add Indian River as an additional obligee of any performance bond obtained by the general contractor(s) performing the crossing -related work, with such additional obligee rights being limited to the value and scope of the crossing -related work to be performed at the Indian River Crossings within Indian River's right-of-way. If Indian River fails to approve Brightline's maintenance of traffic plans or issue a specific right-of-way permit as required herein within five (5) business days of receiving the applications, and said failure is not cured within three (3) business days of receipt of written notice thereof, Brightline shall have no obligation under this Agreement to install or pay for any of the Additional Crossing Improvements associated with the particular application for the specific crossing and may immediately proceed with construction work at Indian River Crossings within the FECR ROW without providing any additional notice or opportunity to cure under Section 6 below. (d) For the Indian River Crossings which do not involve County Roadways, Indian River shall cooperate with Brightline in its efforts to obtain any approval and/or permit needed from third -parties for any crossing -related work. If Brightline, after making reasonable efforts for a period of not less than thirty (30) calendar days, is unable to obtain any necessary approval or permit for such work, it shall have no obligation under this Agreement to install or pay for any Additional Crossing Improvements at such locations. (e) FECR shall not be required to apply for or obtain approval of any maintenance of traffic plan or permit for any of the Planned or Additional Crossing Improvements Indian River Fencing. (a) In accordance with FRA requirements and the FEIS, Brightline shall perform a Hazard Analysis within the timeframe provided by 49 C.F.R. § 270. That Hazard Analysis shall include an evaluation designed to determine the locations within Indian River where fencing of the FECR ROW is required or recommended for safety. Indian River shall not have any role in performing the Hazard Analysis. Brightline shall not be obligated to provide Indian River a copy of the Hazard Analysis in view of 49 C.F.R. § 270 which provides that the Analysis 339 is confidential and exempt from disclosure. Brightline shall instead provide Indian River with a list of the locations within Indian River where fencing of the FECR ROW was determined to be required or recommended for safety. Brightline shall install and maintain such fencing, at its own expense, within twelve (12) months of the start of passenger revenue service along that portion of the FECR ROW within Indian River County. Indian River shall have no responsibility, including but not limited to financial or liability, pertaining to the installation or maintenance of such fencing. 4. Dismissal of Indian River Crossing Liti ag tion. On or before May , 2021, Indian River shall file a Joint Stipulation of Dismissal With Prejudice in the Indian River Crossing Litigation, in the form attached hereto as Exhibit D. 5. Commitments of Indian River Regarding the Brightline Project. Indian River acknowledges and agrees that it has evaluated the work currently proposed to be done within Indian River as part of the Brightline Project and has determined that the work to be done inside the FECR ROW is not subject to any Indian River approval or permitting requirements, other than maintenance of traffic to the extent that the work requires crossings to be closed. Indian River shall not seek to impose any county or local approval or permitting requirements with respect to the work to be done within the FECR ROW, other than maintenance of traffic if the work requires crossings to be closed. Indian River also shall not take any other action challenging Brightline's ability to operate within the FECR ROW; provided, however, that this shall not operate to limit Indian River's ability to support or lobby for laws or regulations affecting Brightline's operation within the FECR ROW. 6. Notice and Opportunity to Cure. Except as specifically provided herein, in the event that a Party alleges another Party to be in material breach of this Agreement, the Party alleging the material breach shall provide the other Party with written notice identifying with specificity the date and location of the perceived material breach and the provision of the Agreement breached ("Cure Notice"). The Party receiving such Cure Notice shall have thirty business (30) days from the time it receives the Cure Notice (the "Cure Period") to either (a) cure the alleged material breach and respond in writing, describing what remedial action has been taken, or (b) respond in writing, explaining why no breach has occurred. During the Cure Period, and afterward, the Parties shall cooperate in good faith to resolve the alleged material breach. If the Party alleged to have materially breached this Agreement cures or otherwise satisfactorily responds to the alleged material breach within the Cure Period, the Party alleging the material breach shall not file a lawsuit or take other action predicated upon the alleged material breach. If the Party alleged to have materially breached the Agreement does not cure or satisfactorily respond to the alleged material breach within the Cure Period, the other Party shall be entitled to file suit to cure the alleged material breach and seek to terminate this Agreement and/or the contemplated amendments to the Existing Indian River Crossing Agreements. 7. Releases. (a) Indian River, on behalf of itself and the special districts it administers, hereby releases, acquits, and forever discharges Brightline, and its present and former parent entities, subsidiaries, affiliates, successors, assigns, directors, officers, employees, agents, representatives, and insurers, from all claims, causes of action, demands, debts, liabilities, and obligations, of every name and nature, known or unknown, asserted or unasserted, accrued or 340 unaccrued, both at law or in equity, from the beginning of time to the Effective Date; provided, however, that Indian River shall not be deemed to have released any claims arising out of construction -related damage to County property at the locations specified in Exhibit E. (b) Brightline, on behalf of itself and its present and former parent entities, subsidiaries, affiliates, successors, and assigns, hereby releases, acquits, and forever discharges Indian River, the special districts it administers, and their respective present and former elected officials, employees, agents, representatives, and insurers, from all claims, causes of action, demands, debts, liabilities, and obligations, of every name and nature, known or unknown, asserted or unasserted, accrued or unaccrued, both at law or in equity, from the beginning of time to the Effective Date. (c) The foregoing releases are intended to be given the broadest possible interpretation but shall not eliminate any obligations arising under this Settlement Agreement. 8. Binding Effect. This Settlement Agreement is final and binding on the Parties, including their heirs, successors, and future assigns. 9. No Assignment. Each Party acknowledges and agrees that it has not assigned, transferred, conveyed, or encumbered any claim, debt, liability, or obligations released herein. 10. Compromise. This Settlement Agreement is made in compromise of a dispute. Nothing herein shall be construed or deemed an admission of liability or wrongdoing. 11. Entire Agreement. This Settlement Agreement contains the entire agreement of the Parties, and supersedes any and all prior negotiations, representations, understandings, and agreements, whether oral or in writing, with respect to the subject matter hereof. 12. Severability. In the event that any provision of this Agreement shall at any time contravene, in whole or part, any applicable law, ruling or regulation, then such provision shall remain in effect only to the extent permitted, and the remaining provisions hereof shall remain in full force and effect. 13. Modification. This Settlement Agreement may not be amended, modified, released, discharged, or otherwise terminated, in whole or part, except by an instrument in writing signed by authorized representatives of the parties hereto. 14. Construction. This Settlement Agreement was drafted by counsel for the Parties and shall not be construed more strictly against any Party on the ground that it was the drafter. If there is a conflict between the terms of this Agreement and the terms of any Exhibit hereto, the terms of this Agreement shall control and prevail over the terms of the Exhibit. 15. Governing Law; Venue; Remedies; Attorneys' Fees. This Settlement Agreement shall be construed and the legal relations between the Parties shall be determined in accordance with Florida law. The exclusive forum for all disputes relating to this Agreement shall be the Circuit Court in and for St. Lucie County, Florida, or the Ft. Pierce Division of the U.S. District Court for the Southern District of Florida. In any litigation or other legal proceeding arising out of or related to this Agreement, the remedies available to the Parties shall include but not be limited 341 to specific performance, and the Parties agree to waive any claim for recovery of attorneys' fees and costs. 16. Waiver. Each Party acknowledges and agrees that it has had the opportunity to consult with counsel of its choice in deciding whether to enter this Settlement Agreement. Each Party further acknowledges that it was not fraudulently induced, coerced, or intimidated to sign this Settlement Agreement, and agrees not to seek to upset this Settlement Agreement by reason of any fact or matter, including but not limited to the discovery of any claim or defense not presently known to it. Each Party affirmatively waives and releases any claim that it has been misled or fraudulently induced to enter this Settlement Agreement. 17. Authority. Each Party represents and warrants that it is authorized to enter this Settlement Agreement, and that the individual executing this Agreement on its behalf has the legal authority to do so. - 18. Counterparts. This Settlement Agreement may be executed in counterparts, by email or facsimile, each of which shall be deemed an original but all of which shall constitute one instrument. REMAINDER OF PAGE INTENTIONALLY LEFT BLANK] 342 IN WITNESS WHEREOF, the and intending to be legally bound hereby, the Parties have set their hands and seals to this instrument as of the Effective Date above. ACCEPTANCE BY INDIAN RIVER INDIAN RIVER COUNTY, a Political Subdivision of the State of Florida LM Joseph E. Flescher, Chairman Board of County Commissioners Approved by BCC: ACCEPTANCE BY BRIGHTLINE BRIGHTLINE TRAINS FLORIDA LLC, a Delaware limited liability company Patrick Goddard President ATTEST: Jeffrey R. Smith, Clerk of Circuit Courts and Comptroller APPROVED AS TO FORM AND CORRECTNESS: Dylan Reingold County Attorney ATTESTED: IM Cynthia Bergmann, Esq. General Counsel 343 SETTLEMENT AGREEMENT EXHIBITS Ex. A List of Existing Indian River Crossing Agreements Ex. B Planned Crossing Improvements Ex. C Schedule of Additional Crossing Improvements Ex. D Joint Stipulation of Dismissal — Indian River Crossing Litigation Ex. E Indian River County Release Carve -Out Locations 344 EXHIBIT A INDIAN RIVER CROSSINGS Ozo INDIAN RIVER CROSSINGS WITH ROADWAYS WITHIN INDIAN RIVER PERMITTING JURISDICTION No. Crossing Name / Mile Post 1. Roseland Dr. (SR 514) - 212+2991.' — 05/23/00 2. CR 512 Westbound, Sebastian Blvd. W - 214+4375'— 12/19/95 3. CR 512 .Eastbound, Sebastian Blvd. E - 215+315'— 12/19/95 4. Old Dixie Hwy. - 216+20'— 07/06/04 5. 99th St. / Vickers Rd. - 217+3226'— 11/26/75 6. 85th St., Wabasso Rd., 510 - 219+3059'— 03/02/05 7. 77th St., Hobart Rd. - 220+3689' — 12/08/65 8. 69th St., North Winter Beach Rd. - 221+4212'— 03/29/05 9. 65th St., South Winter Beach Rd. - 222+ 1704'— 03/29/05 10. 53rd St. - 223+4730' — 10/09/08 11. 49th St. - 224+2199'— 12/08/65 12. 45th St. - 224+4945'— C. Ex., 12/08/65 — Binder 05/23/95 13. 43rd St. - 225+632'-L 10/05/66 14. 41 St. St. (CR 630) - 225+2418' — 06/07/94 15. 16th St., 17th St. - 228+118'— 02/22/06 16. 12th St. - 228+314831— 05/08/85 17. 8th St., Glendale Rd. - 229+983'— 07/08/84 18. 4th St., Indian .River Blvd. - 229+3982'— 06/24/03 19. 1 st St. - 230+731' — 12/08/65 20. Oslo Rd. (SR 606), 9th Ln. SW - 231+165 P — 04/07/92 21. :Highland Dr. SE, 20th Place SW - 232+4523' — 0.1 / 17/58 INDIAN RIVER CROSSINGS WITH ROADWAYS WITHIN INDIAN RIVER PERMITTING JURISDICTION No. Crossing Name / Mile Post Munieipality 1. Roseland Dr. (SR 514) - 212+29911– 05/23/00 /Sebastian 2. CR 512 Westbound, Sebastian Blvd. W - 214+4375'– 12/19/95 Sebastian 3. CR 512 Eastbound, Sebastian Blvd. E - 215+315'– 12/19/95 % Sebastian 4. Old Dixie Hwy. - 216+20'– 07/06/04 % Sebastian 5. 99th St. / Vickers Rd. - 217+3226'– 11/26/75 Sebastian 6. 85th St., Wabasso Rd., 510 - 219+3059'– 03/02/05 Winter Beach 7. 77th St., Hobart Rd. - 220+36891– 12/08/65 Winter Beach 8. 69th St., North Winter Beach Rd. - 221+4212'– 03/29/05 Winter Beach 9. 65th St., South Winter Beach Rd. - 22+ 1704'– 03/29/05 Winter Beach 10. 53rd St. - 223+4730'– 10/09/08/ Gifford 11. 49th St. - 224+2199'– 12/08/65 Gifford 12. 45th St. - 224+4945'– Ex., 12/08/65 – Binder 05/23/95 Gifford 13. 43rd St. - 225+632/ 10/05/66 Gifford 14. 41 St. St. (CR 63/0) - 225+2418'– 06/07/94 Gifford 15. 16th St., 17th St. - 228+118'– 02/22/06 Vero Beach 16. 12th St. 228+3483'– 05/08/85 Oslo 17. 8th/St., Glendale Rd. - 229+983'– 07/08/84 Oslo 18. /4th St., Indian River Blvd. - 229+3982'– 06/24/03 Oslo i 19. 1st St. - 230+731'– 12/08/65 Oslo 20. Oslo Rd. (SR 606), 9th Ln. SW - 231+1651' – 04/07/92 Oslo 21. Highland Dr. SE, 20th Place SW - 232+4523'– 01/17/58 Oslo 346 INDIAN RIVER CROSSINGS WITH ROADWAYS OUTSIDE INDIAN RIVER PERMITTING JURISDICTION No. Crossing Name Municipality 1. Main St. Sebastian 2. Schumann Dr. Sebastian 3. Barber St. Sebastian 4. 32nd St., Aviation Blvd. Vero Beach 5. 26th St. Vero Beach 6. 14th Ave. Vero Beach 7. 23rd St. Vero Beach 8. 21 st St, S.R. 60 East Vero Beach 9. 20st St, S.R. 60 West Vero Beach 10. 19th Place Vero Beach 11. Hawks Nest Rd., Golf Club Entrance Private IP lq. 3 q'I INDIAN RIVER CROSSINGS WITH ROADWAYS OUTSIDE INDIAN RIVER PERMITTING JURISDICTION No. Crossing Name Municipality 1. Main St. /Sebastian 2. Schumann Dr. Sebastian 3. Barber St. Sebastian 4. 32nd St., Aviation Blvd. Vero Beach 5. 26th St. Vero Beach 6. 14th Ave. Vero Beach 7. 23rd St. Vero Beach 8. 21 st St, S.R. 60 East Vero Beach 9. 20st St, S.R. 60 West Vero Beach 10. 19th Place Vero Beach 11. Hawks Nest Rd., Golf Club entrance Gifford 347 EXHIBIT B PLANNED CROSSING IMPROVEMENTS [PLACEHOLDER] [EXHIBIT IN PROCESS OF BEING FINALIZED] 348 EXHIBIT C ADDITIONAL CROSSING IMPROVEMENTS 349 �6�p�o6 S ISgl66 N I11 111 111 .nmDio 8 LJ (MiTS)'WlButjjnq.5 �a 111 111 111 111 111 I\I lS ulaW N P�°U Pugh°tl 14 ry 111 g9 8F ;m EZL $ o _ 'L F .Q = r Y Y E a E E E ` s s m Sr 5 - S m E E b 3 v °E vs E F 'o o' ° E u S ,e E 2.3 E n c N E ^� ii o i E c Eti- 3 c o E E6 c 1vL' 3 E u s u 2. E c c m` 3 E L 3 ji'N ry 5 m- - ani E W x 3 .s x� f i df IS 41SV a 111 Ill 111 Ill 111 111 111 � 111 111 'i54i6> 111 • to 111 111 �: IBJ IBJ Is Da£5 (4i59)'DN WeeB leiu�M'S �y IS 4169 r'7 IIS 4UL1'Dtl i+F°H - osspeM � 8c E E E Is E laA o c E E u o u 8 C° _ E 12 o¢ 8 $ $ y tj '£ o=a «i me t5 m E m``�"� E E 6 C x ';^ E c @ E E - it E E v V c E r-° kn M Id 410z 111 111 111 •t:tnz � a � � �� � dd dd lsq*z n� is P°zE •Is lsT! 9s P+£C g9 SE d a c Q a a° EE '—°` o m ° a °p 5 3 — E d E ; o �� 8 -a E E y 3° o u a •O°� n n '� a�b¢$ ` t 5 2 Q n E '^ B„ gs C - IYc d x EL` a8 a 'o r c p m 3 E E E E C o c u m 9 6 L 3 c 4 c o n ob. G n1 m Q �5m- - E E E - - e - 3 E u c LS '¢ E n ° t2 N M vu Pw•14+n1 ❑% 'PH "no Ll ISM g 111 111 � 1\I IS 419 p � 111 � 111 111 � 111 111 hs41e)•i•w�i� � A is 4uT '1S 419T 111 111 111 111 lsgwT N 111 �s 8F E _s` og n $ a 3 Q e = o m c sm " eE -- ;e e Y u c E s 5E� d9 E ° p "; S o s E o X s oa s od se 3 o QE $ sgoa us Qte o7j 2 E �EB $ _ E " b o_ 60 E c m —9• Y E $ 3 r b` y s�s A m ✓� n V— w i0 G G T. N N Oil o E a S ; ¢ - p �¢ = 3 m 3 E E ry 3 m— C E @ E it u10E E x 3 � u c a FF M tn M IN THE CIRCUIT COURT OF THE 4TH JUDICIAL CIRCUIT IN AND FOR DUVAL COUNTY, FLORIDA INDIAN RIVER COUNTY, a political subdivision of the State of Florida, Plaintiff, V. BRIGHTLINE TRAINS LLC and FLORIDA EAST COAST RAILWAY, LLC, Defendants. CASE NO. 16-2019-CA-003051-XXXX-MA JUDGE KATIE L. DEARING JOINT STIPULATION OF DISMISSAL WITH PREJUDICE Plaintiff Indian River County and Defendants Brightline Trains LLC, n/k/a Brightline Trains Florida LLC, and Florida East Coast Railway, LLC hereby stipulate to the dismissal of this action in its entirety with prejudice, with each party to bear its own attorneys' fees and costs. 354 Respectfully submitted, MURPHY & WALKER, P.L. 2001 U.S. Highway 1 Vero Beach, FL 32960 Telephone: (772) 231-1900 Facsimile: (772) 231-4387 By: /s/Casey Walker CASEY WALKER Florida Bar No. 099848 cwalker@murphywalker.com BROOKE W. ODOM Florida Bar No. 859990 bodom@murphywalker.com INDIAN RIVER STEARNS WEAVER MILLER WEISSLER ALHADEFF & SITTERSON, P.A. Museum Tower — Suite 2200 150 West Flagler Street Miami, FL 33130 Telephone No.: (305) 789-3200 Facsimile No.: (305) 789-3395 By: /s/Matthew W. Buttrick EUGENE E. STEARNS Florida Bar No. 149335 esteams@steamsweaver.com MATTHEW W. BUTTRICK Florida Bar No. 0176028 mbuttrick@stearnsweaver.com COUNTY ATTORNEY Dylan Reingold Attorneys for Defendant Indian River County Attorney's Office Brightline Trains LLC, 1801 27th Street n/k/a Brightline Trains Florida LLC Vero Beach, FL 32960 dreingold@ircgov.com Attorneys for Plaintiff Indian River County GUNSTER YOAKLEY 225 Water Street Suite 1750 Jacksonville, FL 32202-5185 Telephone No.: (904) 354-1980 Facsimile No.: (904) 354-2170 By: /s/Michael R. Freed MICHAEL R. FREED Florida Bar No. 069205 mfreed@gunster.com PIERCE N. GIBONEY Florida Bar No. 124704 pgiboney@gunster.com Attorneys for Defendant Florida East Coast Railway, LLC 355 CERTIFICATE OF SERVICE I certify that, on March F. 2021, 1 electronically filed the foregoing document with the Clerk of the Court using the Florida Courts E -Portal, and that a copy thereof has been furnished to all counsel of record listed below either via transmission of Notices of Service of Court Document generated by the E -Portal, or via some other authorized manner of service. Dylan Reingold Eugene E. Stearns Indian River County Attorney's Office Matthew W. Buttrick 1801 27th Street Cecilia Duran Simmons Vero Beach, FL 32960 Albert D. Lichy dreingold@ircgov.com Museum Tower — Suite 2200 150 West Flagler Street Co -Counsel for Plaintiff Miami, FL 33.130 Indian River County estearns@steamsweaver.com mbuttrick@steamsweaver.com csimmons@steamsweaver.com alichy@stearnsweaver.com Attorneys for Defendant Brightline Trains LLC Michael R. Freed Pierce N. Giboney Gunster Yoakley 225 Water Street Suite 1750 Jacksonville, FL 32202-5185 mfreed@gunster.com pgiboney@gunster.com Attorneys for Defendant Florida East Coast Railway, LLC /s/ Casey Walker Casey Walker 356 EXHIBIT E INDIAN RIVER COUNTY RELEASE CARVE -OUT LOCATIONS IRC ROW Permit #2020070321— CR -512 Curb Inlet/Sidewalk Damage.Restoration Permit IRC ROW Permit #2020120736 — Old Dixie Highway Roadway/Drainage/Pipe Damage Restoration Permit IRC ROW Permit #2021031194 — Roseland Road Roadway/Sidewalk/Shoulder Damage Restoration Permit 357 iqL�y June 08, 2021 ITEM 14.E.1 INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS INTER -OFFICE MEMORANDUM TO: Members of the Board of County Commissioners DATE: June 02, 2021 SUBJECT: The Water of Indian River County FROM: Laura Moss Commissioner, District 5 Discussion Item: The purpose of Item 14E1 is to offer updates regarding the matter of the 1988 Geohydrology Study (United States Geological Survey) and related matters addressed in the documents attached herein. Documents: 1) Letter from David E. Gunter, Chairman of Indian River Soil and Water Conservation District (IRSWCD), to Commissioner Moss dated 05/28/2021 (Subject: USGS Study). 2) Letter from David E. Gunter, Chairman of Indian River Soil and Water Conservation District (IRSWCD), to Commissioner Moss dated 05/28/2021 (Subject: Public Workshops focusing on the Water of Indian River County). 3) Moss Memorandum from BCC Meeting of 04/14/2021 requesting updating of the 1988 Geohydrology Study. 4) Indian River County 2030 Comprehensive Plan Chapter 31), Natural Groundwater Aquifer Recharge Sub -Element, "Goal, Objectives and Policies" 1 through 5; "Plan Implementation"; "Evaluation & Monitoring Procedures"; Tables 3.1 and 3.2. 5) 1988 "Geohydrology of Indian River County, Florida" (Water -Resources Investigations Report 88-4073) by the United States Geological Survey (USGS). 358 RECEIVED JUN 4 t 2D2t Indian river Soil and Water CONSERVATION DISTRICT 1800 2Th Street, Building B (2n4 Floor) Vero Beach, Florida 32960 Phones: (772) 2264397 FAX: (772) 226-1740 May 28, 2021 The Honorable Laura Moss Indian River County Board of County Commissioners 1801 270 Street Vero Beach, FL 32960-3388 olsrcl�.,t,=;Ira: �sr Commissioners Admieistretar,�_ Attorney (0111r.unity [for.2 Emere. Servites General `•etvims Bumm= ►aswass OU Public 1"orl:'s 26—._ Re: U.S. Geological Survey and Hydrological Study Recreation _ • lilitt'�sSt--r-kes 11B r l;r Dear Commissioner Moss: ;pI ' T1e— Indian River Soil and Water Conservation District (IRSWCD) Board of Supervisors is requesting q�p the Indian River County Board of County Commissioner to please contact U.S. Geological Survey and request an updated county -wide geohydrologic survey as per the 2030 Comprehensive Plan that stipulates in Policy 2.6: `'the Community Development Dept./Public Works, will "obtain updated county -wide geohydrolic (sic) survey"' in 2015.:" IRSWCD recommended conducting an"Updated Hydrological Study of the County that would study the water availability to the County from the Upper Floridan Aquifer. Your assistance and cooperation with the above matter is greatly appreciated. Sincerely, David E. Gunter, Chairman Indian River Soil and Water Conservation District cc: Joseph E. Flescher, Peter D. O'Bryan, Susan Adams, Joe Earman, Jason Brown, Dylan Reingold, Esq., William K. DeBraal, Esq., Phillip J. Matson, Richard B. Szpyrka, Vincent M. Burke, Christine. Kelly-Begazo, 359 Indian River Soil and Water CONSERVATION DISTRICT 1840 271" Street, Building B (2nd Floor) Vero Beach, Florida 32960 Phones: (772) 2264397 FAX: (772) 226-1746 May 28, 2021 The Honorable Laura Moss Indian River County Board of County Commissioners 1801 271' Street Vero Beach, FL 32960-3388 ANir, VED JUN 01 2021 ROILS- -5.j Commissioners Mministrelor n- Z' Itttoiney �Sa Coetnunil7 Oar. Emery. Services �.._.._ 6eneniSeniss _..,�.� Numau PAwunes 0)KQ Public Works t'etreotion Re: Requesting, BOCC to hold and attend a series of workshops 4;�i=tie�SeratLs � 'l1�Ef DearCommissioner Moss:`l�e Indian River Soil and Water Conservation District (IRSWCD) Board of Supervisors is requesst1g the Indian River County Board of County Commissioner to please hold and attend a series of workshops: A.) U.S. Geological Survey and Hydrological Study — Explaining what it is and what are the benefits. B.) "Future Water of Indian River County'', draw down, water supply, ground water, water farming, a study of westward movement. Attendees to be invited: all users of Indian River County water, interested Public, District, Cities, County, other Agencies, Cities, Boards, and other Water Management Districts that want to work together to research and educate the public with the 2030 IRC Comprehensive Plan and assuring a sustainable water supply for Indian. River'County. Your assistance and cooperation with the above matter is greatly appreciated. Sincerely, k-V dunter, Chairman Indian River Soil and Water Conservation District cc: Joseph E. Flescher, Peter D. O'Bryan, Susan Adams, Joe Earman, Jason Brown, Dylan Reingold, Esq., William K. DeBraal, Esq., Phillip J. Matson_, Richard B. Szpyrka, Vincent M. Burke, -Christine Kelly-Begazo 360 April 20, 2021 ITEM 14.E.1 INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS INTER -OFFICE MEMORANDUM TO: Members of the Board of County Commissioners DATE: April 14, 2021 SUBJECT: Geohydrology — Updated Survey FROM: Laura Moss Commissioner, District 5 Discussion Item: Our having had the benefit of the Indian River Soil & Water Conservation District meeting on 04/12/2021, let us discuss updating our County's geohydrology study. Kindly refer to Indian River County 2030 Comprehensive Plan (adopted 10/12/2010) Chapter 3D, Natural Groundwater Aquifer Recharge Sub -Element, Objective 2, Preserving the Quantity of the Surficial Aquifer, Policy 2.6: "By 2011, the county shall contact the U.S. Geological Survey and request an updated county -wide geohydrologic survey". Staff has supplied the most recent document in this regard, "Geohydrology of Indian River County, Florida", dated 1988. Attached for your convenience are the aforementioned references: 1) Indian River County 2030 Comprehensive Plan Chapter 31), Natural Groundwater Aquifer Recharge Sub -Element, "Goal, Objectives and Policies" 1 through 5; "Plan Implementation"; "Evaluation & Monitoring Procedures"; Tables 3.1 and 3.2. 2) "Geohydrology of Indian River County, Florida", U.S. Geological Survey, 1988. 361 r Indian River County 203 0 Comprehensive Pian ../. . A mftk Indian River County Community Development Department Adopted: October 12, 2010 362 Comudensiye Plan Netural Groundwater Aquifer ReehaMe Sob -Element GOAL, OBJECTMS AND POLICIES GOAL To protect the function of natural groundwater aquifer recharge areas, to prevent the contamination of groundwater and to extend the life span of the county's aquifers through water conservation. OBJECTM 1 Protection of Water Quality Through 2020, there will be no instances of contamination of groundwater aquifers or public supply wells within the county. For the purpose of this objective, water quality will be based on primary and secondary.0 um contaminant levels (MCLs), as defined by the FDEP in Chapter 17-550, F.A.C. Policy 1.1: By 2010, the county shall update the Surficial Primary Recharge Overlay District (SAPROD) map using a geographic information systems (GIS) format. Policy 1.2, By 2012, the county will assist the SJRWMD and FDEP in developing a Wellhead Protection Area (WHPA) map for Indian River County by providing the following information: the location of existing public wellheads; ➢ the proposed location of future public wellheads; and, p potential conflicts between existing and future land uses and public wellhead protection areas. The WPHA map will be compatible with the county's G,I.S. database. Policy 1.3: The county shall continue to prohibit the location of septic systems within two hundred feet of a public water supply well, unless otherwise approved by the FDEP or HRS. .Poli 4: The county, through its stormwater permitting processes, shall ensure that stormwater management structures, except those located within the SAPROD, are designed to function as aquifer recharge areas, of fey LS: : The county shall continue to protect existing and future public water supply wells from contamination by continuing to implement Chapter 931 of the County's land development regulations and by prohibiting any non-residential land use which stores, handles, or produces a toxic degradation or petroleum-based product, or any substance regulated under 40 CFR 302,40 CFR 122.21, and/or Chapter 487, F:S. from locating within 1,000 feet of a public water supply well. The minimum radial separation distances for land uses and structures from public wellhead regulated areas are as follows: Community Development Depsrtment Indian River County 12 363 Comprehenslve Plan Natural Groundwater iuifer Reeharga Sub Element 200 feet for on-site disposal systems, unless approved by the FDEP or DBRS; D 300 feet for wet retention/detention areas, unless approved by the SJRWMD; Y 500 feet for landfill and/or transfer stations, above ground or underground storage tanks, feed lots and animal facilities; and WWTP effluent discharges, unless approved by the FDEP; 1,000 for any mining and/or excavation of waterways or drainage facilities which intersect the water table. Pole I& The county shall prohibit new developments or changes of uses that produce hazardous materials from locating on the Atlantic Coastal Sand Ridge or the Ten Mile Ridge areas of Indian River.County. Poli 7: The county shall continue to prohibit injection; wells for the disposal ofwastewater. Policy 1:8:- The county, in cooperation with the Indian River Soil and Water Conservation District MWCD), shall discourage the use of flood irrigation with water from the Floridan aquifer by providing incentives for'low volume irrigation systems. OBJECTIVE 2 Preserving the Quantity of the Surficial Aquifer Through 2025, there will be no reduction in the availability of groundwater from the surficial aquifer. For the purpose of this objective, water quantity will be based on SJRWMD's most recent regional groundwater model. Policy 2.1: The county shall implement water conservation measures, as designated in the policies under Objective 4 of the Potable Water Sub -Element and Objective 4 of the Sanitary Sewer Sub -Element, to protect the surficial aquifer from depletion: Policy 2.2: The county.shall use natural groundwater aquifer recharge areas for passive paries and open space. Policy 2:3• To ensure preservation of the surfacial aquifer, the county shall continue to issue permits for all proposed excavationtmining projects in the unincorporated county that are exempt from SMINW.permitting requirements. For proposed exeavation/mining projects that are located along the Atlantic Coastal Sand Ridge and are exempt from SJRWMD permitting requirements, the county shall prohibit the following: D excavation within 1,000. feet of a public supply wellfield; ➢ excavation within 1,000 feet of any platted subdivision not serviced by potable water; and, A excavation that results in an average elevation less than 25 feet above mean sea level. Community Development Department Indian River County 13 364 ComnrehensivePlan Natural Qroandwater AgQifer Rec6srge 6nb-Element, Po 'c 2.4: The county shall preserve the aquifer recharge function of palustrine wetlands by adopting the Comprehensive Wetlands Management Program, as described in the Conservation Element. Policy 2:5: The county will require all wet detentionlretention ponds with a surface area greater than one (1) acre be designed to utilize stormwater runoff for irrigation. Policy 2.6: By 2011, the county shall contact. the U.S. Geological Survey and request an updated county -wide geohydrologic survey. OBJECTIVE 3 Preserving the Quantity of the Floridan Aquifer Through 2025, there will be_no reduction in the availability of groundwater from the Floridan aquifer. For the purpose of this objective, Floridan aquifer quantity will be based on SJRWMD's most recent regional_groundwater model. Poliev 1 I : The county shall protect and preserve open space in the west portion of the county, which has been identified as a natural groundwater aquifer recharge area for the Floridan aquifer, by designating those.areas for agricultural use with a very low residential. density, as depicted on the futureIand use map. Policy 3.2: The county shall coordinate with the SJRWMD and the M.SWCD to encourage the use of low .volume irrigation systems to prevent over pumping from the Floridan aquifer. Policy 3.3: The county shall continue to require that new developments install a nunimum of 50% water -conserving xeriscape plant material, as specified in the landscape ordinance. :Policy 3A: The county shall reuse 100% of treated wastewater effluent for irrigation to prevent over pumping of the Floridan aquifer. Policy 3.5 The county shall, depending on funding availability, renew its annual contract with the SJRWMT7 to identify and plug or repair abandoned free flowing artesian wells. Policy 3.6:, The county shall implement the policies of Potable Water Sub -Element Objective 8. Community Development. Wvartment Indian River County 14 365 ComQrehensive Platt Natural Groundwater Aquifer Rechame Sub -Element CIBJECTiVE 4 Intergovernmental Coordination By 2012, Indian River County will have written intergovernmental coordination agreements with local governments and state. agencies to ensure protection of the. natural groundwater aquifer system. Policy 4.1: The county shall cooperate with agencies, such as the SJRWMD and the FDEP, in performing assessments of groundwater resources,: and shall review any recommendations for incorporation into the land development regulations.. County support shall include, but not be limited to, providing :information,providing staff assistance, and implementing recommendations. Policy 4.2: The county shall assist the SJRWMD with updating SJRWMD's water supply assessments by providing water use data relating to agricultural irrigation, recreational irrigation, and public supply. Policy 4.3: The county will assist the SJRWMD in coordinating with the other counties to the west and northwest of Indian River County to protect the natural groundwater aquifer recharge areas of. the Floridan aquifer by maintaining a very low land use density in these areas, compmble with densities identified in the -Indian River County future land use map. Policy 4A The county shall continue to utilize existing interlocal agreements with other.local governments, as identified in table 11.3 of the Intergovernmental Coordination Element, to ensure maximum efficiency of water management, by combining resources and eliminating duplication. OBJECTIVE 5 Capital Improvements By 2015, the County shall protect a minimum of 1000 additional acres of aquifer recharge areas for the surficial aquifer through conservation easements and fee. simple acquisition compared to 2009 baseline data. Policy 5.1: The county will maintain a 5 year schedule of capital improvement needs for public facilities, to be updated annually in conformance with the review process for the Capital Improvements Element of this plan. Polio 5.2: The county sha11 pursue state and federal sources .of funding available for the preservation and protection of environmentally sensitive areas, such as natural groundwater aquifer recharge areas. Community Development Department Indian River. County 15 366 dmnrebensive Plan Natural Groundwater Mulfer Recharee SokElement _Icy 5.3: The county. snail. evaluate and rank proposed capiial improvement projects for theacquisition and preservation of the natural groundwater aquifer recharge areas according to the following guidelines: > Level One • Whether the acquisition is needed to protect. public health, to protect the funotion of aquifer recharge, and to fulfill the county's legal eomtnitment to provide water services. Level Two = Whether the acquisition will improve the existing condition and prevent or reduce future capital costs. Policy 5.4: The county shall continue to monitor water quality at county water treatment and wastewater treatment plants. Gommun ty.Development DeOotmeni Indian River County 16 367 Comprehensive Plan Natural Groundwater Aguilar Recharge Sub -Element PLAN IMFLEMENTATH?N An important part of any plan is its implementation. Implementation involves execution of the plan's policies by taking actions and Achieving results. For the Natural Groundwater Aquifer Recharge Sub -Element, implementation. involves various activities. While some ofthese actions will be ongoing, others are activities that will be taken by certain points in time. For each policy in this element, Table 3.1 identifies the type of action required, the entity or entities responsible for taking the action, the timing, and whether or not the policy necessitates a capital expenditure. To implement.the Nahital Groundwater Aquifer Recharge Sub -Element, several types of action mint be taken. These include, but are not limited to; revisions to land development regulations and ordinances, intergovernmental coordination, and provision of funding. Overall plan implementation responsibility will rest with the planning department. Besides its responsibiGfies as identified in Table .3.1, the planning department has the additional responsibility of ensuring that other entities discharge their responsibilities. This will entail notifying other applicable departments of capital expenditures to be included in their budgets, notifying other departments and groups of actions that Must be taken, and assisting other_ departments and agencies in their plan implementation responsibilities. Community Development Department Indian River County 17 368 Comurehenstve Pian Natural Groundwater A nicer Recharge Snb•Eteinent EVALUATION & MONITORING PROCEDURES To be effective, a plan must provide a means for implementation and a mechanism far assessing the plan's effectiveness. Generally, a plan's effectiveness can be judged by the degree to which.the plan's objectives have been ruet, Since objectives.are structured, 'to be measurable and to have specific timeframes, the plan's objectives are the benchmarks used as a basis to evaluate the plan. Table 3.2 identifies each of the objectives of the Natural Groundwater Aquifer Recharge Sub -Element and the measures used to evaluate progress in achieving the objectives. Table 3.2 also identifies an anticipated date of completion for each objective. The planning department staff will be responsible for monitoring and evaluating the Natural Groundwater Aquifer Sub -Element. This will involve compilation of information, when available, regarding groundwater quantity andquality. While monitoring will occur on a periodic basis, formal evaluation of the Natural Groundwater Aquifer. Recharge Sub -Element will occur every five (5) years in conjunction with the Evaluation and Appraisal of the Comprehensive Plan. Besides assessing progress, the Evaluation and Appraisal Report, (EAR) will also be used to detennine if the Natural Groundwater. Aquifer Recharge Sub -Element's objectives and policies should be maintained, revised or deleted. In this way, the monitoring and evaluation of the.Natural Groundwater Aquifer Recharge Sub=Element will provide a means of determining the degree of success of the plan's implementation, as well as, providing a mechanism for evaluating needed changes to the Sub -Element, Community Development Department Indian River County 18 369 Comprehensive Plan Natural Gtggndwater Aquifer Rechame Sub -Element TABLE 3.1 NATURAL GROUNDWATER AQUInR RECHARGE SUB -ELEMENT IMPLEMENTATION MATRIX Policy _ Type of Action Responsibility 11ming Capitol Expenditure 1.1 Update SAPROD trap to O.I.S. format Cmatunity Development 2010 NO Community 1.2 Assist in developing W14PA map DevelopmentlUtilitics 2012 NO Dg9JS MMUDEP 1.3 Restrict location of septic tanks DEPIDMS Ongoing NO 1.4 Stormwatcr management structure design Public Works Ongoing NO 1.5 Continue enforcing LDR Chapter 931 to protect Communhy Development Ongoing NO public supply wellheads 1.6 Restrict hazardous materials in NOAR arm Community Development Ongoing NO 1.T Prohibit new injection wells Community Development Ongoing NO I.8 Dhwurageflood irrigation IKSWCD Ongoing NO Implement Objective 4 of the Potable Water Sub- Community 2.1 Element and Objective 4 of the Sanitary Sewer Sub- Development/City of VB Ongoing NO Element UdlitiwAJRWMD 2.2 Use NGAR areas for parks and open space Community Development/ Public Works On of Ongoing n8 NO 2.3 Continue to issue permits for proposed mining Community On of g NO projects exempt llomm SJRMWD regulations DevelopmenVPoblip Works 2.4 Adopr Comprehensive Wetlands Management Community Development Ongoing NO Program 25 Require all stoimwaW ponds over 1 acre to utilize F.S. 298 Districts/ SJRWMD/IRSWCD/Public Ongoing YES runoff forirrigadon Works 2.6 Obtain updated county -wide geohydmlic survey Community Development( Public Works 2015 YES 3.1 Pieserve upon space in the wasters county Community Development Ongoing NO 3.2 Encoatege use of low volume irrigation IRS WCD/SJRWMD Ongoing NO 3.3 Require 50% xeriscape for new developments Community Development Ongoing NO 3.4 Reuse 100% of treated wastewater effluent IRC Utilities Dept) City of VB Utilities Ongoing YES 3.5 P1ug/rapair abandoned flow wolh Community DevelopmentWRWIAD Ongoing YES 3.6 Implement policies of Potable Water Sub•Etement Community On€o YES Objective 8 Development(ftbiic Worse 4.1 1 Coordinat.Provide assists. SJRWMD/DEPnRC Ongoing NO Community Development Department Indian River County 19 370 Con+nrebensive Plan Natural groundwater Aguiferguhar{*e Sob= Urneint 4.2 Provido water use data to the SJRMWD SAMWD/Wities Dept, Ongoing NO 43 intergovernmental eoordbuation SIRMWD Ongoing NO 4.4 Inter local agreements BCC/SJRWM I Munk4palitiol Ongoing NO &I Maintain 5 yrsrscheduL• ofcdpital improwments. Utititks Dept! Finance t�ep Annual YES 5.2 Pursue trete and tt cleral fwtdingsources Community Development Ongoing 130 5.3 CtP EvatuaticnlPrioritiration FiFina .� Ongoing NO SA Monitor water quality nt curly wafer treatrmnt grid DEPIS7AWMDOM/ On.goiug NO wastewatt treatment plerrls Utilides Dept SCC: Board of County Commissioners DEP: Florida DepartwntofEnvironmentalProtection SJRWMD: St Johns River WaWIvUriagemeMDi WM IRSWCD: Indian River Soil and Weler Coaservatioa District DMRS: Fiorida Dcputrncnt of Health and Rehabilitative Services (Environmental Health) Community Development Department Indian River County Z G 371 Comnrebensive Flan NaturalGraandwater Aguiter ReebaEd Sub -Element . TABLE 3.2 NATURAL GROUNDWATER AQUIFER RECHARGE SUB -ELEMENT EVALUATION MATRIX OBJEC WE MEASURE TIMEFRAME 1 No instances of contamination of groundwater 2020 aquifers or public supply wells; based on primary and secondary MCLS, as defined by the FDEP 2 Availability of groundwater from the surficial 2025 aquifer 3 Availability of groundwater from the Floridan 2025 atluifer 4 Inter -governmental coordination mechanisms 2012 5 Amount of natural groundwater aquifer recharge 2015 areas preserved 6C,Ommunity NydopmenAUserslandy sobezak\Compl("ftslNdWR.doc Community Development Department indian'itiverCouuty 21, 372 GEOHYDROLOGY OF INDIAN RIVER COUNTY, FLORIDA By G.R. Schiner and C.P. Laughlin, U.S. Geological Survey and D.J. Toth, St. Johns River Water Management District U.S. GEOLOGICAL SURVEY Water -Resources Investigations Report 88-4073 Prepared in cooperation with the INDIAN RIVER COUNTY BOARD OF COMMISSIONERS and the ST. JOHNS RIVER WATER MANAGEMENT DISTRICT Tallahassee, Florida 1988 373 DEPARTMENT OF THE INTERIOR DONALD PAUL HODEL, Secretary U.S. GEOLOGICAL SURVEY Dallas L. Peck, Director For additional information write to: District Chief U.S. Geological Survey Suite 3015 227 North Bronough Street Tallahassee, Florida 32301 Copies of this report can be purchased from: U.S. Geological Survey Books and Open -File Reports Section Federal Center, Building 810 Box 25425 Denver, Colorado 80225 374 CONTENTS Page Abstract............................................................. 1 Introduction......................................................... 3 Background...................................................... 3 Purposeand scope ............................................... 3 Studyapproach .................................................. 5 Acknowledgments ................................................. 5 Well -numbering systems .......................................... 5 Geography............................................................ 8 Land forms and drainage ......................................... 8 Landuse ........................................................ 11 Climate......................................................... 11 General geohydrology of the ground -water system ...................... 15 Geologic framework .............................................. 15 Hydrogeologic framework ......................................... 15 Ground -water occurrence and movement ............................ 20 Water quality ................................................... 23 Geohydrology of the surficial aquifer system ......................... 25 Hydrogeologic framework ......................................... 25 Hydraulic properties ............................................ 29 Description of wells that tap the system ........................ 32 Waterlevels.....................................................33 Water levels in the Vero Beach well field ....................... 37 Recharge and discharge in the system ............................ 41 Water quality ................................................... 43 General.................................................... 43 Occurrence of chlorides .................................... 45 Occurrence of chlorides in the Vero Beach area ............. 51 Potential development ........................................... 56 Geohydrology of the Floridan aquifer system .......................... 56 Description of the hydrologic units ............................. 56 Hydraulic properties ............................................ 59 Description of wells that tap the system ........................ 63 Potentiometric surface .......................................... 64 Waterlevels .................................................... 64 General.................................................... 64 Water -level trends......... .............................. 67 Waterquality ................................................... 69 General.................................................... 69 Variations of chloride concentration in wells .............. 71 Distribution of chlorides .................................. 75 Trends in chloride concentrations .......................... 78 Effect of irrigation water from the Floridan aquifer system on the quality of canal water ............. 81 Wateruse............................................................ 82 General......................................................... 82 Use of water from the Floridan aquifer system for public -water supply ........................................... 84 Irrigation water use ............................................ 84 Summary and conclusions .............................................. 85 Selected references ........................... 91 Supplementary data I --Wells in the surficial aquifer system used for data analysis ............................................. 94 Supplementary data II --Wells in the Floridan aquifer system used for data analysis .............................................. 104 iii 375 FIGURES Page 1-5. Maps showing: 1. Indian River County --the study area ..................... 4 2. Location of wells in the surficial aquifer system....... 6 3. Location of wells in the Floridan aquifer system........ 7 4. Land forms in Indian River County .........�............. 9 5. Comparison of marsh areas in the Upper St. Johns River basin,.(predevelopment (1900) and 1972 (from Campbell and others, 1984) ........................... 10 6-8. Graphs showing: 6. Annual rainfall at Vero Beach, 1943-85, and Fellsmere 1931-85 .............. .... ................. 12 7. Monthly rainfall at Vero Beach, 1975-85, and Fellsmere 1975-85 ..................................... 13 8. Annual rainfall and cumulative departure from monthly average rainfall at Blue Cypress Lake, 1979-85........ 14 9. Gamma -ray log of well 46F showing geologic formations and hydrologic units ....................................... 17 10-12. Hydrogeologic sections: 10. A -A' and B -B' showing components of the surficial aquifer system .............................. 18 11. I -I' and J -J' showing formations of the Floridan aquifer system ............................... 19 12. K -K' showing formations of the Floridan aquifersystem ........................................ 20 13-14. Maps showing: 13. Thickness of the Hawthorn Formation (intermediate confining unit) ....................................... 21 14. Potentiometric surface, May 1981, and areas of natural recharge and discharge of the Upper Floridan aquifer ................................ 22 15-17. Graphs showing: 15. Classification of salinity and limiting concentrations of chloride recommended for plants, animals, public supply, and industrial use............ 24 16. Relation between chloride concentration and specific conductance .................................. 25 17. Relation between specific conductance and dissolved - solids concentration, and the classification of salinity of water .................................. 26 18-22. Maps showing: 18. Thickness of the surficial aquifer system ............... 27 19. Generalized thickness of the Tamiami Formation.......... 28 20. Specific capacity of wells completed in the surficial aquifer system and location of aquifer ounty............. test sites in eastern Indian River County... ***''* ... * 30 21. Specific capacity of wells completed in the surficial aquifer system and locations of production wells and monitor wells in the Vero Beach well field........ 31 22. Locations of wells in the surficial aquifer system for which hydrographs are shown, and lines of hydrogeologic section ................................. 34 23-24. Hydrographs showing: 23. Water level in wells 3165, 239S, and 1345 ............... 35 24. Water level in wells 1515 and 217S ................ I..... 36 iv 376 FIGURES --Continued Page 25-26. Maps showing: 25. Potentiometric surface of the surficial aquifer system in the Vero Beach well field, May 1981......... 38 26. Potentiometric surface of the surficial aquifer system in the Vero Beach well field, May 1984......... 39 27-30. Graphs showing: 27. Water level and chloride concentration of water in well 121S in the Vero Beach well field, 1981-85 ..................40 28. Monthly pumpage from the Vero Beach well field, 1975-85 ................................... 40 29. Water level and chloride concentration of water in well 100S, and stage of Main Canal, 1980-84........ 41 30. Water level and chloride concentration of water in well 145S, and monthly rainfall at Vero Beach, 1980-85 ........................................ 42 31-33. Maps showing: 31. Chloride concentrations in water from wells completed in the shallow rock zone (depths greater than 75 feet), 1982-83........................ 46 32. Chloride concentrations in water from wells completed in the clastic zone (depths between 40 and 75 feet), 1982-83 .................... 47 33. Location of lines of chloride sections .................. 48 34-35. Sections showing chloride concentrations in water and depth of wells in the surficial aquifer system along lines of section: 34. C -C' and D -D............................................ 49 35. E -E' and F -F............................................ 50 36. Section showing chloride concentration in water and depth of wells in the surficial and Floridan aquifer systems along line of section G -G' (line of section shown in fig. 33) .......................................... 51 37. Section showing chloride concentration in water and depth of wells in the surficial aquifer system along line of section H -H' (line of section shown in fig. 33).... 52 38. Graph showing chloride concentrations in water from three salinity observation wells, 1979-84 .................. 53 39-44. Maps showing: 39. Chloride concentrations in water from wells that tap the surficial aquifer system in the Vero Beach well field, June 1981 ...................... 54 40. Chloride concentration in water from wells that tap the surficial aquifer system in the Vero Beach well field, June 1984 ...................... 55 41. Altitude of the top of the Floridan aquifer system and western limit of the Suwannee Limestone........... 57 42. Specific capacity of wells completed in the Floridan aquifer system and location of aquifer test sites ........................................... 60 43. Potentiometric surface of the Upper Floridan aquifer, May 1981 ..................................... 65 44. Potentiometric surface of the Upper Floridan aquifer, May 1983, and predevelopment surface (estimated)...... 66 v 377 FIGURES --Continued TABLES Page 45-46. Hydrographs showing: 45. Month-end water levels in well 23F (USDA South Well 16 2. 43rd Avenue), 1959-84 ................................. 68 46. Water level in well 168F (USGS 32 3. Observation Well IR 189), 1976-85 ..................... 69 47. Map showing locations of wells in the Floridan aquifer 43 4. system for which hydrographs are shown, and lines of hydrogeologic section.........................................70 48. Graph showing chloride concentrations in water from continuously flowing and aperiodically flowing wells....... 72 49. Sketch showing hypothetical paths of ground -water movement in wells that penetrate both the 61 6. Upper and Lower Floridan aquifer ........................... 74 50-52. Maps showing chloride concentrations in water from: 62 7. 50. Wells that tap the Upper Floridan aquifer ............... 76 51. Wells that tap the Upper and the Lower 71 Floridanaquifer ...................................... 77 52. 26 wells that tap the Floridan aquifer system for the periods 1951-52, 1968-71, and 1983-84 ................. 79 53-54. Graphs showing: 53. Specific conductance of water in South Canal at 43rd Avenue and precipitation at Vero Beach........... 82 54. Annual pumpage by the city of Vero Beach, 1954-84....... 83 TABLES vi 378 Page 1. Water -bearing characteristics and descriptions of the geologic units in Indian River County .................... 16 2. Aquifer -test results for the surficial aquifer system at four sites in Indian River County ..................... 32 3. Water levels in wells in the clastic zone and shallow rockzone ................................................ 43 4. Representative analyses and ranges in concentrations of constituents in water from wells completed in the clastic and shallow rock zones of the surficial aquifer system........... .................... 44 5. Transmissivities of the Floridan aquifer system at five sites in Indian River County ........................ 61 6. Specific capacity test data of selected wells that tap the Floridan aquifer system .............................. 62 7. Ground -water levels at selected sites in Indian River and Highlands Counties, 1934, 1951, 1971, and 1984....... 71 vi 378 CEOHYDROLOGY OF INDIAN RIVER COUNTY, FIARIDA By G.R. Schiner and C.P. Laughlin, U.S. Geological Survey; and D.J. Toth, St. Johns River Water Management District ABSTRACT The surficial aquifer system and the underlying Floridan aquifer system are the sources of all ground water used in Indian River County, Florida. The surficial aquifer system consists of a 100- to 150 -foot -thick section of unconsolidated clastic deposits termed the "clastic zone" that overlies a 0- to 60 -foot -thick section of mostly indurated carbonate rock termed the "shallow rock zone." The Floridan aquifer system consists of about 2,800 feet of carbonate rocks, subdivided on the basis of perme- ability, into the Upper Floridan aquifer (about 350-650 feet thick), the middle semiconfining unit (about 20-120 feet thick), and the Lower Floridan aquifer (roughly 2,000 feet thick). The surficial and Floridan aquifer systems are separated by a 100- to 200 -foot -thick low permeability rock unit known as the intermediate confining unit. Transmissivi ties of the surficial aquifer system range from 1,500 to 11,000 ft2 /d (feet squared per day). Specific capacities range from 21 to 70 (gal/min)/ft (gallons per minute per foot) in eastern Indian River County, and range from 9 to 36 (gal/min)/ft in the Vero Beach well field. Pumpage in the Vero Beach well field approximately doubled during the 10-7ear period from 1975 to 1985 and peaked at about 9.5 Mga1/d (million gallons per day) in the spring of 1981, during a major drought. A com- parison of water levels in the Vero Beach well field area between April 1971 and May 1984 indicates a decline of about 15 to 19 feet since 1971. Chloride concentrations in water from most wells that tap the surficial aquifer system in the Vero Beach well field have changed little in recent time. Between 1976 and 1983, the average chloride concentration in six production wells increased about 36 mg/L (milligrams per liter). However, chloride concentrations were unchanged in four others. The increase in chloride concentrations is probably related to the increase in well field pumpage from 5.44 Mgal/d in 1976 to 8.00 Mga1/d in 1983. High yielding wells completed in the surficial aquifer system are most likely to be found along the coastal ridge west of U.S. Highway 1 in the eastern part of the county. About 65 percent of all ground water used in the county is from the Floridan aquifer system. The hydrology of the Floridan aquifer system is complex. Considerable variation in yield and water quality may be found in nearby wells of equal depth. The permeability of the Upper Floridan aquifer generally is higher than that of the Lower Floridan aquifer. 1 379 Transmissivi ties of the Upper Floridan aquifer estimated from computer model simulations range from about 65,000 ft2/d to 200,000 ft2/d. However, much higher transmissivi ties have been determined from aquifer tests at a few sites. One such aquifer test at an injection well completed in the so- called "Boulder Zone" of the Lower Floridan aquifer yielded a transmissivity of 1.5 X 108 ft2/d. Specific capacities of 37 wells in the Floridan aquifer system range from 1 to 200 (gal/min)/ft with .a median of 67 (gal/min)/ft. Measured flow rates of wells that tap the Floridan aquifer system range from 30 to 2,000 gal/min (gallons per minute) with a median of 650 gal/min. Most wells completed in the Floridan aquifer system flow. In heavily pumped areas and during "dry" years, water levels in May are as much as 15 feet lower than the levels in September. Water levels in the more developed eastern part of Indian River County have declined about 16 to 24 feet in the 50-year period 1934 to 1984. In the less developed western part of the county, water levels have declined about 8 to 10 feet. The countywide decline is probably mostly due to regional pumping. The water-level data indicate no significant water-level decline since the early 1970's outside of local heavily pumped areas. Water from the Lower Floridan aquifer generally contains chloride and dissolved solids in concentrations that exceed 250 mg/L and 500 mg/L, respectively, but water from the Upper Floridan aquifer generally contains less than 250 mg/L chloride in much of the southwestern part of the county and in some areas along the Atlantic Coastal Ridge. High freshwater heads in the Floridan aquifer system (generally 10 to 30 feet above land surface) were, as of 1985, preventing saltwater in the Indian River, the Atlantic Ocean, and the saline aquifers that underlie the freshwater from migrating into the Floridan aquifer. The high heads also prevent contaminants on the land surface from moving downward into the Floridan aquifer system. In most of the county, chloride concentrations of wells that tap the Floridan aqui- fer system have not changed significantly in the 15-year period 1968-83. However, chloride concentrations in the water from two public-supply wells in the Floridan aquifer system at Vero Beach increased 35 and 60 percent in the past 6 and 9 years, respectively (1976 and 1979-85). About 35 percent of the total area of Indian River County is in agri- cultural use, of which about 75 percent is irrigated. Irrigation with- drawals from the Floridan aquifer system amounted to 30 Mga1/d and con- stituted 22 percent of the total water used for irrigation in in the county in 1984. Inventoried irrigation wells range in depth from 233 to 1,272 feet--median depth is 700 feet. Changes in land use are affecting the pattern of irrigation. Urban development is replacing groveland along sections of U.S. Highway 1 and State Road 60 where irrigation water use is decreasing. In 1984, about 8.5 Mga1/d of ground water were used for public supply in the county, mostly by Vero Beach. An additional 8 Mgal/d of ground water were used for domestic supply. In June 1985, the county-owned reverse osmosis treatment plant near Oslo has provided about 1 Mgal/d of water for public supply to its service area south and west of Vero Beach from two wells that tap the Floridan aquifer system. 2 380 INTRODUCTION Background The 1980 population of Indian River County (fig. 1) was about 60,000, an increase of 67 percent from the 1970 population of 36,000. The estimated 1985 population was about 76,000--a 300 percent increase in the 25 -year period 1960-85 (University of Florida, 1986, p. 37). By the year 2000, the population is expected to reach about 104,000. Most new residents in the county have settled in the coastal areas, and this trend will probably continue. The predicted large population growth in the near future will cause a substantial additional demand for water from the shallow water - bearing surficial aquifer system, which underlies the coastal area and supplies much of the freshwater for public and private use. To augment supplies from the surficial aquifer system, additional substantial with- drawals from the commonly salty, deeper part of the Floridan aquifer system will probably be made for conversion to freshwater by the reverse osmosis process. The surficial aquifer system and the Floridan aquifer system are the sources of all ground water used in Indian River County. The two systems contain ground water that ranges in salinity from fresh to brine. High chloride concentration is the chief water -quality problem in the county. Prior to this study, little was known about the severity of stress imposed on the surficial and Floridan aquifer systems since large develop- ments began in the 1970's. Drainage or diversion of surface water and changes in land use that accompany development may have altered the histor- ical water balance that existed in the past. The effect of saline water flood irrigation on the water quality of the surficial aquifer system was not known. High water levels, substantially above sea level, have historically kept saltwater in the coastal areas from moving laterally inland and in- filtrating the potable water zones in the Floridan aquifer system. However, excessive pumping and diminishing recharge caused by changing land use can lower water levels enough to cause salty water to move into both the surfi- cial and the Floridan aquifer systems. The water -resources information needed to assess the effects of these changes was either lacking or outdated, so a comprehensive and current framework of water -resources information was needed to allow orderly planning and management, and use of the resource. Purpose and Scope The purpose of this report is to describe the principal water -bearing and water -quality features of the surficial and Floridan aquifer systems. The report includes descriptions of the geology and geography as they relate to the geohydrology of the county. It contains information on the water quality and hydraulic properties of the surficial and Floridan aquifer systems and describes trends in water levels and chloride concentrations in the aquifer systems. 3 381 F- OM (n F- M (n F^ M vi F- "MI 6 F- 'l N O N Li 00 04 LO La / O ( M Z010w v I D: va 2 :;• �: v I m v vo LLi 00 I W Q z ., M QQ ova p 7 JZ t � o ami ck: f `l ZUQ H I Vl n11 J'•p Li � O X^ M N E W D z� I d d0 o I I � I v W cD M LO � a � •� ,PacUD�un � : W JG _ -#-a- �I jdd (nQ m JN 0 05 Li U LO y w O��a I W F\ � I v W � m C C- m 0 I _ U i.i •00 V1030SO wLO M Y o � 0 LO "d' N i � 0 0 r r N N 4 N 00 M The section of the report describing the surficial aquifer system was prepared by D.S. Toth, St. Johns River Water Management; the section describing the Floridan aquifer system was prepared by Schiner and Laughlin of the U.S. Geological Survey. The description of the surficial aquifer system primarily describes the aquifer as it occurs in eastern Indian River. County. This report includes data from reports and files of both of these agencies and from reports from other governmental agencies, and private consultants. Study Approach During this study, water levels were measured periodically in about 60 wells. Water -level recorders were installed on five new observation wells and reinstalled on two previously discontinued long-term observation wells. Wells were inventoried and well logs obtained from owners and drillers. Fifty-three geophysical well logs were run and 25 test wells were drilled. Specific capacity tests were run on 35 wells that tap the Floridan aquifer system. The water -quality characteristics of selected wells were determined and about 300 wells were sampled for chloride analysis. In addition, the existing water -quality data for about 125 wells were further analyzed. Wells sampled during the 1958 and 1975 studies were resampled for determination of chloride concentration. Specific conductance and field - determined chloride concentration measurements were periodically made at several sites on the canal system. Water -level and water -quality informa- tion provided by the city of Vero Beach was collated and analyzed. Figures 2 and 3 show, respectively, the locations of wells in the surficial aquifer system and Floridan aquifer system used for data analyses in this report. Data on the physical characteristics of the wells are given in the sections Supplementary Data I (surficial aquifer system) and Supplementary Data II (Floridan aquifer system) at the end of the report. Acknowledgments The authors gratefully acknowledge the assistance given by many organizations and individuals during the study. Valuable assistance was provided by Hillman Goff, Vero Beach Water and Sewer Department; and Art Chalacombe, Planning and Human Resources, Indian River County. McLaughlin Well Drilling contributed valuable data. Cooperation of the many well owners who permitted access to their wells for testing and measuring is greatly appreciated. Well -Numbering Systems Three numbering systems are used to identify wells in this report. A number of up to three digits is used to identify wells and test holes in illustrations and tables. In the text, the well number is suffixed by the letters "S" or "F" to indicate an inventoried well in the surficial aquifer system or a well in the Floridan aquifer system, respectively. A 15 -digit number based on latitude and longitude is used to identify wells in the U.S. Geological Survey data storage and retrieval systems. The St. Johns River Water Management District uses a similar identification system to the U.S. Geological Survey, using latitude and longitude as a primary identifier. 5 383 I LO 4- b LO �h LO 0 0 00 V) V) W W to 0 • v. 04 % C) • • 0 IO IW 0 D ��I V) ( NL OW w m 00 `dr1030SO w w Y 0 V) V) W W to 0 E .T CL V) E co 2 O :3 V) w 0 c 0 O LA - 04 E .T CL V) E co 2 O :3 V) w 0 c 0 O LA - O N 0 O 00 N O M LO I LO 0 O 00 • N I � OI ' U • W �I I Fc) • ' • I W • m J0 U '00 V1030SO W W Y 0 o Ln o U*) O 0 0 N N 7 kn 00 M The 15 -digit number is the customary ground -water site indentification system (GWSI) of the U.S. Geological Survey, providing a unique number for each station. The number consists of 15 digits, formed from the latitude and longitude of the station location. The first 6 digits denote the degrees, minutes, and seconds of latitude; the next 7 digits denote degrees (always 3 digits beginning with 0), minutes, and seconds of longitude; and the last 2 digits denote a sequential number for a station within a 1 -second grid. Once assigned, a site identification number does not change even though the locations determined by latitude and longitude may be revised later. The site identification number is the major vehicle used in placing and retrieving data from the U.S. Geological Survey's data management system, the National Water Data Storage and Retrieval (WATSTORE) System. Land Forms and Drainage The major land forms in Indian River County evolved during Pleistocene time and are of two general types --extensive terraces, and much less com- monly, ridges. Terraces are steplike flatlands and scarps that were formed by ancient seas that stood at several levels. The ridges represent shore- line features such as offshore bars and relict beaches of the ancient seas. The shape of the land surface has been little modified since Pleistocene time. Figure 4 shows the major land forms found in Indian River County. The Silver Bluff terrace extends from the coast to the Atlantic Coastal Ridge. The terrace includes the Barrier Island and stands at altitudes ranging from about 0 to 10 feet. The Pamlico terrace extends from the eastern edge of the Atlantic Coastal Ridge inland about 24 miles to the western edge of the St. Johns Marsh at generally near the 25 -foot altitude. The St. Johns Marsh covers the western half of the Pamlico terrace. The Talbot terrace rises from the western edge of the St. Johns Marsh to altitudes that range from about 25 to 75 feet but is generally near the 50 -foot altitude. The ridges from west to east are the Barrier Island, the Atlantic Coastal Ridge, and the Ten -Mile Ridge. The Barrier Island is a ridge that represents an ancient offshore bar in a section of the Atlantic Coastal Ridge system. The ridge on the Barrier Island ranges in altitude from 0 to about 25 feet but generally is less than 10 feet. The low area between the Barrier Island and the Atlantic Coastal Ridge is an ancient lagoon now occupied by the Indian River. The Atlantic Coastal Ridge ranges in altitude from about 5 to 50 feet --mostly 20 to 30 feet. The Ten -Mile Ridge ranges in altitude from 25 to 30 feet, and stands roughly 10 feet above the underlying Pamlico terrace. Descriptions of the geologic history and modes of occur- rence of the terraces and ridges are given by Cooke (1945), MacNeil (1949), and White (1970). Much of the surface drainage of Indian River County has been drasti- cally modified since the 1900's and ongoing changes continue. Except for the Talbot terrace and the ridge areas, most of the county prior to develop- ment was marshland that drained northward. St. Johns Marsh comprised a large part of the headwaters of the St. Johns River. In recent decades, vast sections of the St. Johns Marsh and other marshy areas were diked, 8 386 6 N 0 O 00 N 0 M LO n O d' t 0 LO io LO 0 co G° tp:5 pD O a �o a to It -It 0 ° cn in � 0 J_ r - Y N 9 i 6 o to to O r - CN t- oo M I Q J W W _J o ° cn in � 0 J_ I Y I W I Q I Z a� a w W O O 6 o to to O r - CN t- oo M I o ° cn in �. I Z a� a =O mN 0 O C o V W Q ltd L 0 m 0 Z W O 0 �°a°� oz, O N o E. aoc>y IU J 0 W a I I W x `l w � 0 6 o to to O r - CN t- oo M channeled, and drained to accommodate agricultural use. A comparison of marsh areas in 1972 to predevelopment marsh areas (about 1900) is shown in figure 5. Natural drainage in the county is sparse, but the following natural features were present in 1985. South Prong Sebastian Creek, paralleling the western side of the Atlantic Coastal Ridge, is tributary to Sebastian Creek that empties into the Indian River west of Sebastian Inlet. Blue Cypress Creek and Padgett Branch flow into Blue Cypress Lake from the highland of the Talbot Terrace west of the lake. Blue Cypress Lake has a surface area of 10.2 mit (square miles) and has no defined natural outlet. Discharge from the northern end of the lake is controlled by a structure. A system of levees and drainage ditches that surround Blue Cypress Lake allows the adjacent land to be used for agriculture. 101 ce 1972 1 t. Johns River basin, predevelopment (1900) id others, 1984) RM Presently (1985), most of the drainage in the county flows to the Indian River through a system of drainage ditches connected to three large east -trending canals that discharge into the river (fig. 1). Land Use Indian River County has an area of 549 mit. Land use in the county is closely related to its land forms (fig. 4). The Barrier Island and Atlantic Coastal Ridge are generally citrus groves, residential, and commercial developments. Prior to the 1970's, the Atlantic Coastal Ridge and Barrier Island were chiefly in citrus groves, but because of urban growth these groves are being replaced by residential and commercial developments, primarily along the major roadways --State Roads AlA and 60, and U.S. Highway 1 (fig. 1). The Pamlico terrace is generally either in agricultural use (citrus and some vegetable farming) or natural marshland. The Ten Mile - Ridge is mostly in citrus groves. Large tracts of the St. Johns Marsh have been drained for citrus and vegetable farming and for cattle rangeland. Recently (1982-85) some of the drained rangeland is being developed for citrus production. The Talbot terrace is generally rangeland or undeveloped. Climate The climate of Indian River County is classified as subtropical humid, characterized by long, warm, mostly wet summers and mild, generally dry winters. The average annual air temperature is about 73 °F. High afternoon temperatures frequently exceed 90 °F during the summer months. Most years have a few days of frost or freezing temperatures with winter temperatures lowest inland. Rainfall is unevenly distributed throughout the year. Summer rainfall is from local showers or thunderstorms that are random in occurrence. Winter rainfall is generally associated with large, cold, frontal -type air masses that move from the northern latitudes southward. These fronts cover large areas so winter rainfall is more widespread than the summer rains. Occasional tropical storms or hurricanes may add considerable amounts of rainfall to the yearly average total rainfall. About 60 percent of the annual rainfall occurs in the period June through October. National Oceanographic and Atmospheric Administration records indicate that rainfall is unevenly distributed areally within the county. Average yearly rainfall at Fellsmere (about 55 inches) is about 3 inches more than the average yearly rainfall at Vero Beach (about 52 inches). Annual rain- fall for a station at Blue Cypress Lake for the period 1979 through 1985 averaged about 49 inches. Rainfall data at Vero Beach, Fellsmere, and Blue Cypress Lake are shown in figures 6, 7, and 8. Drought conditions prevailed throughout Florida during parts of 1980 and 1981, causing a 2 -year deficiency of about 19 inches from the average yearly at Vero Beach. At Avon Park, in Highlands County (fig. 14), the 2 -year deficiency was about 26 inches. 11 389 w 70 Alf, N w I U 50 z z 40 J J Q Z 30 Q Ce 10 w 70 .s N w I Z 50 z 40 .J J Q 30 Z Q 20 10 W, 1945 1950 1955 1960 1965 1970 1975 1980 1985 1935 1940 1945 1950 1955 1960 1965 1970 1975 1980 1985 Figure 6. --Annual rainfall at Vero Beach, 1943-85, and Fellsmere, 1931-85. 12 390 20 18 16 14 12 10 8 6 4 W 2 W T U 0 Z Z J j< 20 Z 18 16 14 12 10 8 6 4 2 0 VERO BEACH Monthly rainfall Monthly normal rainfall, 1941-70 1977 1 1978 FELLSMERE Monthly rainfall Monthly normal roinfall, 1941-70 —mill I 1975 11976 11977 11978 11979 11980 is 11983 11984 11198M Figure 7. --Monthly rainfall at Vero Beach, 1975-85, and Fellsmere, 1975-85. 13 391 80 70 60 N W 2 U 50 Z Z ". 40 J J Q Z 30 Q 20 10 0 BLUE CYPRESS LAKE Annual rainfall Average annual rainfall (1979-85) 1979 1980 1981 1982 1983 1984 1985 92 GENERAL GEOHYDROLOGY OF THE GROUND -WATER SYSTEM Geologic Framework The availability and quality of ground water and surface water is closely related to the geologic framework that underlies Indian River County. Sedimentary rocks about 9,500 feet thick (Lloyd, 1985, p. 57) rest on a basement complex of pre -Mesozoic volcanic rock. The top 1,500 feet of sediments, significant to this study, are part of the Tertiary and Quaternary Systems that range in age from Eocene (oldest) to Holocene (youngest). The uppermost geologic deposits of the 1,500 -foot section consist of unconsolidated post -Miocene deposits of sand, sandy clay, shell material and thin carbonate sediments that average about 150 feet in thickness. In descending order, the deposits consist of undifferentiated Holocene deposits, the Fort Thompson and Anastasia Formations of Pleistocene age, and the Tamiami Formation of Pliocene age. The unconsolidated deposits are underlain by fine clastic rocks of the Miocene Hawthorn Formation that range in thickness from about 70 to 250 feet in most of the study area. The fine clastic rocks are in turn underlain by either Oligocene or Eocene carbonate rocks about 1,000 -feet thick that comprise the remainder of the 1,500 -foot section. In descending order, the unit consists of the Suwannee Limestone, the Ocala Limestone, and the Avon Park Formation. Descriptions of the geologic formations penetrated by wells in Indian River County are given in table 1. An interpretation of the subsurface geology, indicated by distinctive features of the gamma -ray log of well 46F, is shown in figure 9. (For location of well 46F, see fig. 47.) The hydro - geologic sections shown in figures 10, 11, and 12 indicate the thickness and extent of the geologic units located in the eastern part of the study area. (See figs. 22 and 47 for location of lines of section.) Hydrogeologic Framework The hydrogeologic framework, through which ground water moves and is stored, in the study area consists of two general types of rock units -- consolidated carbonate rocks and the overlying unconsolidated rock. Each rock type contains aquifers with unique water -bearing properties that determine its utility as a source of water supply. The unconsolidated deposits contain the surficial aquifer system, commonly known as the surfi- cial aquifer. The carbonate rocks contain the Floridan aquifer system, formerly known as the Floridan aquifer. The two aquifer systems are separated by a fine clastic unit that retards the exchange of water between them and is known as the intermediate confining unit (thickness is shown in fig. 13). The Floridan aquifer system has two major water -bearing zones separated by a less permeable confining unit (Tibbals, 1981, p. 7). In descending order, the aquifer system is divided into the Upper Floridan aquifer, the middle semiconfining unit, and the Lower Floridan aquifer (see fig. 9). Geologic structure can be an important control in a ground -water flow system in Indian River County. The top of the Floridan aquifer system generally dips to the southeast and has an irregular, eroded surface. Consequently, the continuity of water -bearing zones that are structurally controlled may appear erratic in occurrence (fig. 41). 393 15 Table 1.--Water-beariryg characteristics and descriptions of the meologic units in Indian River County [gal./min — gallons per minute] Sys- Formation Thickness Hydrogeologic tem Series name (feet) Description Yield of wells Unit beds, phosphatic Oligocene Su#annee Limestone 0-190 Chalky to crystalline Generally less titan limestone 100 gal/min Ocala Limestone 20-220 Limestone, dolomitic Varies widely, Upper Floridan near base in places from about 100 aquifer Holocene Undifferentiated 0-25 Variable mixture of sand, Varies widely �+ >' deposits 700 gal/min clay, coquina, and organic material but mostly less then 100 gal/min 100-500 Limestone and dolomite Generally more than 700 gal/min Pleistocene Fort Thompson 100-200 Coquina with variable Varies widely, Dolomite, dolomitic limestone, limestone, Clastic zone and Anastasia amounts of sand, silt from less than and some gypsun Formations and organic material 100 to about 600-700 Limestone and dolomite 700 gal/min) Pliocene Tamdami Formation 0-60 Fragmented to cemented Generally 100 to Shallow rock 700 gal/min coquina and limestone 700 galAdn zone Miocene Hawti om Fbrmation 70-520 Silty to sandy clay, Generally less IRrEMMIATE thin shell and limestone than 100 gal/min OWINIM U4IT beds, phosphatic Oligocene Su#annee Limestone 0-190 Chalky to crystalline Generally less titan limestone 100 gal/min Ocala Limestone 20-220 Limestone, dolomitic Varies widely, Upper Floridan near base in places from about 100 aquifer 16 394 to more than �+ 700 gal/min 100-500 Limestone and dolomite Generally more than 700 gal/min Eocene Awn Park Formation 20-120 Dolomite, dolomitic limestone, limestone, Probably much less than 100 gal/min Middle semi.con - fining Unit and some gypsun 600-700 Limestone and dolomite Generally 100 to more than 700 gal/min Oldsmar hoer Floridan Formation aquifer About Limestone and dDlomdte Boulder zone used 1,000 as receiving Unit for injection wells 16 394 17 100 200 300 400 500 W QC.D Z WZ� CX Z D WO Z U 600 w 700 W W D a 800 Z 0 900 1,000 1,100 GAMMA–RAY LOG GAMMA–RAY INTENSITY •- UNDIFFERENTIATED SAND, CLAY, AND COQUINA ANASTASIA AND TAMIAMI FORMATIONS HAWTHORN FORMATION —SLIWAN NEE-UIMESiONE OCALA UMESTONE 0 Ck:a OUj w= 0:Q W 0- 0. a AVON PARK I z FORMATION w _j 0:) coo I z MWE V)LA_ N W Liz w 0 w N 800 ,O W J Z 900 =a0 100 J 1,100 CL 200 W w LUQ OW 300 Iw W 400 0WX J O N O 500 600 700 w(n pow w N 800 900 1,000 1,100 Figure 9.--Gamma—ray log of well 46F showing geologic formations and hydrologic units. Miller (1982) reports that the small faults along Florida's east coast have the overall effect of thinning the Floridan aquifer system on the up - thrown side of the fault, but because displacement is small, the ground -water flow system is little affected. Only one of several faults reported as present in Indian River County by Bermes (1958, p. 8) was confirmed on the evidence of geophysical and driller's logs collected during this study. The fault extends approximately from the south -county line northward along the Indian River to about Johns Island where it may trend northeast (fig. 41). The displacement in the carbonate rock section is roughly 350 feet (fig. 11). The effect of the fault on geohydrologic conditions identified in Indian River County is considerable. On the downthrown side (east of the fault trace), the upper part of the Floridan aquifer system contains brackish water. On the upthrown side, water from the upper part of the system is relatively fresh. 17 395 M131SAS 8331nOV 1V1013NnS auoz 01}So10 auoz jooJ WJ MOII04S v� to N (n N tpp opo N N M N LL Ri W W sl �1 S£9l Q SU S6 SZ9l SUZ .Q Y >. Flo Q o s, U 7 O O a p < o O Z z U Z O Q N aLAJU O 7 AM LIJ N N Z +�+ O p U < W o 117 M V) Z_ c o v � c . o °v � OR o� ° oc N O N N 't 0 opo O N N ` m c 1 p M31SAS HIMOV WOUMS ONINIJN00 � L) auoz 01}So10 — auoz joojRAMON -Cc: N M01104S0 � O p p - o 0 C4 N N N �! tp0 w l o so 3 '"" N' ' SBLt Sect � --i M N N sis � tAk o g p j�k0 J $ O O o O SB9l o U S9Ll`� �U LAJ I o z Z 0 _ SLIz W W:3 g :3 LL - Z VSv c� vi Mgt NvE 1 S9l£ F. W N N tp0 U- N 18 opo O N � r r r 400 400 Al ...... 600 600 t" s- al - 800 1,000 1,200 VERTICAL SCALE GREATLY •EXAGGERATED • T c"I FEET 200—, ch 04 U- ol fn SEA — ;-oi.�.n. to Pliocene LEVEL SURFICI L 200— Hawthorn Formation INTERMEDIATE CONFI 400 ...................... ... .. ....... . Limest 600 co . . .... ... i"onne Limestone 7 . ..... ... 800 . .................. . —1,000 0 5 MILES —1,200 illi Il I i I 0 5 KILOMETERS — T., 0, vi xl "c � C'0� FEET in I 200 04 LA. U. FLn SEA SYSTEM* LEVEL Suwannee Limestone 200 UNIT 400 ..... .... . . . . . . . . . . . . . . . . . . . . . . . . . � .11, . . . . . . . . . 600 19 397 ZI FEET 0, 1 P: -'�< FEET 200vi Villvi zd 200 ca in 25 c"I SEA 04 to SEA LEVEL EVEL ::: Holocene to Pliocene deposi .,:."IRFICIAL AqUIFER 200 Hawthorn Formation 1 INTERMEDIATE CONFINING I r 200 I - I I I UNIT I I 400 400 Al ...... 600 600 t" s- al - 800 1,000 1,200 VERTICAL SCALE GREATLY •EXAGGERATED • T c"I FEET 200—, ch 04 U- ol fn SEA — ;-oi.�.n. to Pliocene LEVEL SURFICI L 200— Hawthorn Formation INTERMEDIATE CONFI 400 ...................... ... .. ....... . Limest 600 co . . .... ... i"onne Limestone 7 . ..... ... 800 . .................. . —1,000 0 5 MILES —1,200 illi Il I i I 0 5 KILOMETERS — T., 0, vi xl "c � C'0� FEET in I 200 04 LA. U. FLn SEA SYSTEM* LEVEL Suwannee Limestone 200 UNIT 400 ..... .... . . . . . . . . . . . . . . . . . . . . . . . . . � .11, . . . . . . . . . 600 19 397 f:;"i 1,000 VERTICAL SCALE GREATLY EXAGGERATED 1,000 O��5 MILES L O 5 KILOMETERS Figure 12.--Hydrogeologic section K -K ' showing formations of the Floridan aquifer system (line of section shown in fig. 47). Ground -Water Occurrence and Movement Ground water in the surficial aquifer system is generally unconfined, but in the Floridan aquifer system the water is confined. The water table of the surficial aquifer system and the potentiometric surface of the Floridan aquifer system fluctuate continuously in response to changes in recharge and discharge. Most natural recharge to the surficial aquifer system is local precipitation in Indian River County, but most recharge to the Floridan aquifer system probably occurs in the Lake Wales Ridge area of eastern Polk and western Highlands Counties (fig. 14). Heads in the Floridan aquifer system are generally much higher than heads in the surfi- cial aquifer system so recharge from the surficial to the Floridan aquifer system cannot occur in the county. Natural discharge from the surficial aquifer system generally occurs as evapotranspiration and subsurface flow into the Indian River and St. Johns Marsh. Most of the county is in the discharge area of the Floridan aquifer system. There, natural discharge is largely by way of upward leakage through the intermediate confining unit and probably some small amounts of discharge from the subcrop area beneath the Atlantic Ocean. 20 0 398 K' dI UI U N ZI W� 21 K in FI 01 BIW FEET �lh �Iti �Ih m wl►y Rig i FEET 200 � NI f 200 N p Ii N M > lL SEA N SEA LEVEL :':'•:Holocene to Pliocene- de osits.:...'::•':'.::':..•:::':::;::':::'::`:'::::::':'• :: LEVEL ::.•SURFICIAL AQUIFER SYSTEM: 2001 Hawthorn Formation 200 NTERMEDIATE CONFINING Suwonri�"l..•.... UNIT eeU.. to n <.:<-:.:....:.. 40 0 400 c:;:.; 0 ala Limestone '`:'• 600 600 800 :'• A n�• Pa k Fo mat'o �•�-�: 800 f:;"i 1,000 VERTICAL SCALE GREATLY EXAGGERATED 1,000 O��5 MILES L O 5 KILOMETERS Figure 12.--Hydrogeologic section K -K ' showing formations of the Floridan aquifer system (line of section shown in fig. 47). Ground -Water Occurrence and Movement Ground water in the surficial aquifer system is generally unconfined, but in the Floridan aquifer system the water is confined. The water table of the surficial aquifer system and the potentiometric surface of the Floridan aquifer system fluctuate continuously in response to changes in recharge and discharge. Most natural recharge to the surficial aquifer system is local precipitation in Indian River County, but most recharge to the Floridan aquifer system probably occurs in the Lake Wales Ridge area of eastern Polk and western Highlands Counties (fig. 14). Heads in the Floridan aquifer system are generally much higher than heads in the surfi- cial aquifer system so recharge from the surficial to the Floridan aquifer system cannot occur in the county. Natural discharge from the surficial aquifer system generally occurs as evapotranspiration and subsurface flow into the Indian River and St. Johns Marsh. Most of the county is in the discharge area of the Floridan aquifer system. There, natural discharge is largely by way of upward leakage through the intermediate confining unit and probably some small amounts of discharge from the subcrop area beneath the Atlantic Ocean. 20 0 398 6 N 0 O Oo zo to O d - LO 4- 6 LO LO 0 Oo n�icn N IN / I r� �- N 2� N • N N I � o • • _ M Q� o N N • N • N • ILn N I Nin • N' • m v • ooa H Fj ] 3 # mr° 0 J N •° 09, I"" I U) •� v W D'p <j m m o I� • I w /moo os� O N • N04 U '00 V 1030SO w w W Y �O E� 0 n�icn N IN / I in 0 in o Un d O ►� N U co w m v • H Fj ] 3 # mr° en I J N •° I"" I U) •� v D'p <j m M�• uv_ ° o� j N • N04 g m W �O E� o.S y O v C O ZO - t W k. Z H� , _ 0 = Of �O� s3 Q�� c �,,_•C Z= Z m iw v o V O C W -i i 3 x 0 w I I 0 in 0 in o Un d d ►� r7 o • N N 21 ON CN M 0 O 0 O 00 L0 O M q- O O O 00 O 1) 30 b� O 0 Q Q Z I _O I U) W V- it o it) o in O d r7 o a o o Oo N N N 22 0 0 w v v L L N •►' U ' r r rr r rrrrrrr rrrr rrriiii rS .RjpGE r rrrr rrrr . ,r i rrirr O rrrr, r rr KE WArrrrrr rrr O r rrrrrrrrr rr r rr�.,rr,r.�'70 rr rr rYrrr rrrrJ rrrrrrrrrr r rrrr . r ' rrrr prrr O rr r.�Q• rrrrrr rr j r rrrr, rrrarrr rr rr , rrr •Zx• - - rrr rr rr rr rrr rr rr rr r rr 1. r .p . r rrr r d •r rrrr r O ;< ..• •.. •. .. O O 4-- r rr • iir rrri rrrr r r rr �. HARDEE; - -DE SOTO . .•� D a I Q Q Q O a • , `rr r rrr, i,•• . 75 V- it o it) o in O d r7 o a o o Oo N N N 22 0 0 w v v L L N •►' U 3 w O O O Er E O r O O U N U E pl U � O O C a N IE O 'D U vl^ O O 4-- �00 N N N D U O) D a Q Q Q O a 75 00 r ca. 00 N � L°oma C: O Z 0 00 N 3 y w � • � 7 N U 30 h C .O. 3 TC O O v N rnV�a (D'C U O r,^ c v I 3 1 ;0- O ` N N �v°' E �° Q a 00- 00 o0V;_ V; -: 0y3 N Z ON O Z O E OU _ O U; c 4) 4) C 0 Ec Z z>�'o Q Horn J a + 7 x rn W `` Water Oualit The amount, properties, and type of dissolved and suspended materials in water often control its use. Water suitable for one use may be unsatis- factory for other uses. For example, water having moderate amounts of dissolved solids may be used for irrigation purposes, but may not be suit- able in the manufacture of high-grade paper which requires low dissolved solids. The chloride concentration and salinity of water in Indian River County are the most important limiting factors for public supply and agri- cultural use, which together account for more than 90 percent of the water used in the county. Chloride concentration is used in this report as an index to the overall quality of water in the county. Chloride concentrations of water in the surficial and Floridan aquifer systems vary both areally and vertically because the geohydrologic condi- tions that control water quality differ to some degree from place to place. In this report, water with a chloride concentration of 250 mg/L or less is considered fresh; above 250 mg/L, the water is considered salty. Figure 15 is a graph showing the limiting concentrations of chloride recommended for plants, animals, and industrial uses. The terminology used to describe the salinity of water in the county is a classification based on dissolved -solids concentration and uses the ter- minology of Krieger and others (1957). Estimates of dissolved -solids and chloride concentrations can generally be obtained relatively easily and inexpensively by measuring an electrical property of the water called specific conductance, which is a measure of the capacity of water to conduct an electric current. Specific conductance varies with the concentration of dissolved mineral matter, the degree of ionization of the material, and the temperature of the water, and is reported in microsiemens per centimeter at 25 °C. Figures 16 and 17 show, respectively, the relation between chloride concentration, and specific conductance and between specific conductance and dissolved -solids concentra- tion. Data from Indian River County and nearby areas were used in plotting the graphs. Note in figure 16 that specific conductance is roughly three times the chloride concentration and in figure 17, that specific conductance is about one -and -a -half times the dissolved -solids concentration. In some less -mineralized waters, chloride may not be a major element and conductance may be more closely related to other constituents. At the left side, or low -range end of figure 16, the group of data indicating a change in slope of this graph reflects waters not dominated by chloride concentration. Hardness is expressed in terms of milligrams per liter of calcium carbonate (CaCO3). Water is considered soft if its hardness value lies between 0 and 75 mg/L, moderately hard between 75 and 150 mg/L, hard between 150 and 300 mg/L, and very hard for values above 300 mg/L of CaCO3 (U.S. Environmental Protection Agency, 1976). 23 401 O Zb�v 'U0o z4) M v Q N ul r � Z o F�r Q z +. o E UO Z_ m -.C—. tNn c m �4n L C � H *' \ o f ° -V du L nouY c P OY ° cm L: LL O1 ° cV° •7C -'cm u ov,�tr o O > E as > q n a- 0 0 0 0 0.048wi2E w E EL a Z W O O O M m 8.2 aQw(P cn / Q ~�,•�=v: � tro IM u N c I= O �C) 4) CL Z Z CD C30 ow =OM �m oV r *' \ o f O q; c -,Ow q cV° •7C Z ov,�tr o O > N L J n a- Z o` tn'E 0.048wi2E w E EL a ou° W O O S[ 0 0 .G / Q r 000 O �C) F- J E O CL CD C30 ow �m o� o CL E W Ec U- > u W c C ° C'N Eso* °u r - V cv FL 0 2 t° o CL G C �C h fir= I �y ' z°. U4) *' \ o f O q; c � q , ov,�tr o ca 2a, L odvy�'c Z`11 oc°i tn'E 0.048wi2E SS E c G C �C h fir= I �y ' z°. U4) O O O O O ppO Or O O O O N Y g a c r x311'1 U3d SWVNDl'1-11W NI 'NOLLVZUN30N00 3aQ:10'1H0 24 O r 100,000 U 0 N N h Q W 10,000 U Z W Qi U Z 0 w Z U O U W a U � to U Z W W ai N w1,000 000 (1) 0 fY U_ Z 100 .'. NOTE: Specific conductance about ':........................::::...`... P......:;1 ::: 3 times the chloride :::;;:;::::;::}. ................................ ...................... concentration ................................... .........._....:::i ;;:'t::: :::::::::::::: 1 :'f::::::::.:'::::.::: ...:.::::::.::::::::::::::.:.::................::::::::::::.:::.::.: .......................................................................................... ...................................................................................... 1:..: ....................................................................................... ................................ :;.... ' Chlora ion d :.:::::.::.:::::.: i :.:::::: not dominant N :m.. :£.. :w. ........ .............................................................................................. ::;rr:»r ;rM ...i.. F :i ...' ........... :::: Chloride ::.::.i':: ion dominant :;-:-:: :. ', m i •. ::`.:1 :...4 :'...................................... :.} .. ;•`:•:};::;:': Recommended limit :::::::::::.:::.. m.....1 . ;5 :::#Vi``'m for public supply ;;;::{. >; ::.{'.' :.:.l :::.::.:::.-::.-::.:: 1. 100 250 1,000 10,000 CHLORIDE, IN MILLIGRAMS PER LITER 100,000 Figure 16. --Relation between chloride concentration and specific conductance. GEOHYDROLOGY OF THE SURFICIAL AQUIFER SYSTEfi Hydrogeologic Framework The surficial aquifer system consists of sediments of Pliocene age and younger that overlie the intermediate confining unit (Hawthorn Formation) of the Floridan aquifer system. In eastern Indian River County, the surficial aquifer system consists of a relatively thin, indurated carbonate unit, and an overlying relatively thick unit of unconsolidated clastic deposits. The surficial aquifer system generally is unconfined, but in places, may be semiconfined or confined where beds of low permeability are present. In this report, the surficial aquifer system is divided into two hydrogeologic units (table 1). The carbonate rock unit (Tamiami Formation) is termed the "shallow rock zone" and the unconsolidated clastic unit (combined Holocene deposits, Fort Thompson and Anastasia Formation) is termed the "clastic zone." 25 403 100,000 U 0 N N N Q Z W 10.000 H i U F - DZ 0 W Z U 0 It U W U d E N U Z W W N W 1,000 V) O X U_ Z 100 L�'1 L1_L�1_L1_1�1_Z-/-11 L.../-., NOTE: Specific conductance i about 1.5 times the dissolved solids concentration Very YA CD a f a rn 100 500 1,000 3,000 10,000 35,000 DISSOLVED SOLIDS CONCENTRATION, IN MILLIGRAMS PER LITER Figure 17. --Relation between specific conductance and dissolved—solids concentration, and the classification of salinity of water. In eastern Indian River County, the thickness of the surficial aquifer system is related to the topography, so the system is thickest beneath the higher areas such as the Ten -Mile Ridge and the Atlantic Coastal Ridge. The system ranges in thickness from about 100 to 200 feet (fig. 18) and thickens southward to its maximum south of State Road 60. The hydrogeologic sections in figure 10 indicate the extent and thickness of the surficial aquifer system in eastern Indian River County. The Tamiami Formation is composed of interbedded limestone, coquina, and sand and clay of Pliocene age. The formation, as much as 60 feet thick (fig. 19), overlies the Hawthorn Formation and is confined to the eastern part of the county. Its maximum thickness coincides with the Atlantic Coastal Ridge north of Vero Beach --thickness decreases east and west of the ridge. West of the Ten -Mile Ridge, the Tamiami grades into a "gray sand zone" that consists of gray sand and shell interbedded with clayey sands. The Tamiami Formation is often called "hardrock" by local well drillers. 26 404 I N 0 0 00 0 V) 0 Ln LO 0 0 00 27 L N •. • ' Ln • (n 17 O M W W EP R��E � w �G.. �.:... G "' N'• O CN I o PN � U) U) Y UI • N �.:.:IIypIP� • r LO 115 M I � N r01 N;O O N LLI N N • N N • 00 NSC N N • r- : Of • M • N • to 00 Q Y-iZ Na w, m 0 0 rn � CD r- IW _ N to O) c Z ( J W N r Q • I F- n N in (n 4 OWN +� I N O H • O WON J N _ 3 Do 00 I W 27 L Ln • 17 O I 0 r` r` � N I I � O UI N LLI NSC y W ZQ o Y-iZ Na w, m 0 0 I _ V) I a W c Z I W Q LL J I r aEi (D m Z 4 OWN +� I N O H O WON J _ 3 O� V-1030so W � X - y W I .�N- I I I I • I 27 L Ln Nt 17 0 0 r` r` N N 27 L O N 0 O 00 O M LO n Zo d" LO 0 O DO In In of W W _J W Y L I 1 W O S y O r LL N � Z O N I o WI Z T O UO 6 0 Q raE N M. o'er Z p a OW a- N W4) g QNZ /1 SQL: IL WF 3 x Z J W O 6 O �o O L M 0 0 N N �O O The Anastasia Formation consists primarily of shellbeds of Pleistocene age that contain varying amounts of quartz sand, silt, and organic material. The shellbeds range from uncemented to a moderately hard coquina. The Anastasia Formation generally underlies the Barrier Islands and extends inland about 3 to 10 miles to the vicinity of the Ten -Mile Ridge. There, the composition of the Anastasia Formation changes from mostly shell to sand (Bermes, 1958; Crain and others, 1975). West of the Ten -Mile Ridge, the Fort Thompson Formation is equivalent to the Anastasia Formation and con- sists of less cemented coquina lenses and progressively greater percentages of sand and some very sandy limestone beds (Bermes, 1958). The Anastasia Formation, and (or) the Fort Thompson Formation generally is covered by thin Holocene sands, silts, and clay. The combined thickness of Holocene and Anastasia or Fort Thompson deposits ranges from about 100 to 200 feet. Hydraulic Properties The hydraulic properties of the surficial aquifer system in eastern Indian River County vary considerably from place to place depending on characteristics such as grain size, sorting, packing, and cementation. These properties are reflected in values of transmissivity, storage, hydraulic conductivity and specific capacity that indicate the ability of an aquifer to yield water to wells. Transmissivity is a measure of the rate at which water moves through a unit width of an aquifer under a unit hydraulic gradient. The storage coefficient is the volume of water an aquifer releases from or takes into storage per unit surface area of the aquifer per unit change in head. Leakance is the ratio of the vertical hydraulic conductivity and the thickness of the confining unit and is a measure of the ability of confining units to leak water to adjacent aquifers. Hydraulic conductivity is defined as the rate of water flow through a unit cross section of an aquifer under a unit hydraulic gradient. Generally, the larger the value for transmissivity and hydraulic conduc- tivity, the more productive the aquifer. Specific capacity is defined as the well discharge per unit of draw- down. Specific capacities of wells completed in the surficial aquifer system in eastern Indian River County range from 21 to 70 (gal/min)/ft (fig. 20). In the Vero Beach well field, specific capacities range from 9 to 36 (gal/min)/ft (fig. 21). Specific capacities tend to be highest in the areas south of Main Canal and west of the airstrip but decrease to the east and southwest. Values of transmissivity, storage coefficient, and hydraulic conduc- tivity for the surficial aquifer system at several locations are given in table 2. Transmissivities range from 1,500 ft2/d at Winter Beach to 11,000 ft2/d at Sebastian Highlands where the aquifer is mostly shell deposits. At Hobart Park, the aquifer also contains shell deposits, and the transmis- sivity is 7,900 ft2/d. Transmissivity values tend to be lower in the shal- low rock zone than in the clastic zone. At Vero Beach, where wells penetrate both zones, transmissivities range from 2,400 to 6,300 ft2/d. 29 407 27050 45 40 27° 35 80° 35' BREV, R L J Fellsmere 30' 25' 800 20' Figure 20. --Specific capacity of wells completed in the surficial aquifer system and location of aquifer test sites in eastern Indian River County. 30 M `::.:EXPLANATION CO. _�•:p — '•: OAAQUIFER TEST SITE AND REFERENCE LETTER -- Results in table 2 given i • 21 WELL -- Number is specific v capacity, in gallons per J minute per foot of Sebastian Z drawdown Highlands I I 51 134 p r 70 29 260 Wabosso >" Hobart Park C 21 Winter B 9 5 Beach a O Figure 20. --Specific capacity of wells completed in the surficial aquifer system and location of aquifer test sites in eastern Indian River County. 30 M 31 U U N CL N v LZ N NFkM r + � I .+. N r M r N+ � g+ + 1I� o N N + O + _ oNNi N' N �S fnN N NIN(I N WJ O 0 1 Zc. LWlJ0Y N C-4cn N N O O+NOr OOO f Of + 0N m N. LM If) N,r I ®N ov� Lo —+ + >CO y V)N 4,n N �N to NIMr I \ Lo 0 NO g I +n I O �- LA n cwi o LnO NCA O Q N O I OO + Z JIIN r � N ,2 N OIC � � N CD 00 � ^ N M �I� M —, O O-- L + 0 r O.- o U. t I M� Z 0 Vi " O 0 c v.2., N (ncnO -j uj +II Lo SIN M I < Z w1.10m 3 a s L +—Q�-- J _ TU tp Z O cDih a D O C� O o ,IVMHOIH SONIN p n- a Z 2 —'3 3 v U 7 a7 C' C_ CL W.E E wo+ J cn 0 r 31 U U N CL N v LZ Table 2.--Aquifer-test results for the surficial aquifer system at four sites in Indian River County [ft2/d = feet squared per day; ft/d = feet per day) Reference Transmis- Storage Hydraulic Source letter Site sivity (T) coeffi- conductivity) of (fig. 20) location (ft2/d) cient (S) ft/d data2 A Vero Beach 2,400-6,300 -4 2.3 x 10-1 33-80 1 --- 1.5 x 10-4 --- B Winter Beach 1,500-1,900 1.9 x 10-2 40-48 2 C Hobart Park 7,900 1.4 x 10_4 110 3 D Sebastian 11,000 1.0 x 10 348 4 Highlands 'Hydraulic conductivity estimated from transmissivity and thickness of aquifer penetrated. 2Reference: (1) Gee and Jenson (1980). (2) Estimated from the hydrograph of a cyclically pumped well (Brown, 1963) using a well at Winter Beach. (3) Geraghty and Miller (1978). (4) Geraghty and Miller (1981a). Storage coefficients for the surficial aquifer system at four sites in Indian River County range from 1.0 x 10-4 at Sebastian Highlands to 0.15 at Vero Beach (table 2). At most of the sites, the zones tested in the surficial aquifer system responded as a leaky artesian aquifer. At Vero Beach, the aquifer at one of two sites tested in the surficial aquifer system acted as an unconfined aquifer (storage coefficient is 0.15). Hydraulic conductivities of the surficial aquifer system in Indian River County are generally about 40 ft/d (feet per day), but some values may exceed 350 ft/d where shell deposits are extensive. Description of Wells that Tan the System For this study, 336 wells in the surficial aquifer system were inven- toried (see Supplementary Data I and fig. 2). These wells represent only a small number of the surficial wells that exist in Indian River County. Uninventoried domestic and irrigation wells probably number in the thousands. Wells that penetrate the clastic zone range from 35 to 90 feet in depth.. Well casings generally extend to the top of a producing zone --the remaining depth of hole is commonly screened. Large -yield wells often tap both the clastic zone and the underlying shallow rock zone of the surficial aquifer system. The shallow rock zone is usually left as open hole in wells that penetrate both zones. 32 410 The location of production and monitor wells in the Vero Beach well field is shown in figure 21. Supply wells in the Vero Beach well field are 80 to 140 feet deep, have 40 to 65 feet of casing, and are typically completed as open -hole. Yields of wells in the Vero Beach well field range from 250 to 1,200 gal/min. The larger yields are from wells that are deep enough to tap both the clastic and the shallow rock zones, and where the surficial aquifer system is thickest. The lowest yields in the county (less than 10 gal/min) occur in marsh areas in the central part of the county. Water Levels Water levels in the surficial aquifer system in the eastern part of the county fluctuate in response to seasonal changes in precipitation, evapo- transpiration, and pumping. Water levels also may fluctuate in response to manipulation of flows in these drainage network in the county. Water levels have been monitored in several observation wells in the surficial aquifer system (fig. 22). Hydrographs showing long-term variations in water levels in the wells are shown in figure 24. In the southwestern part of the county, at the western edge of the Pamlico terrace (fig. 4), water levels are near land surface. The land surface altitude is about 30 feet at well 134S (fig. 22) and during wet periods water levels may rise above the land surface. Water levels in this well fluctuate between 25 and 31 feet altitude but average about 28 feet (fig. 23). Hydrographs of daily maximum water levels in wells 2395, 3165, and 217S are shown in figures 23 and 24. At well 239S near Fellsmere (fig. 22) the land surface altitude is about 27 feet. Water levels in that well fluctuate by as much as 2 feet monthly and declined from an altitude of about 26 feet to about 23 feet between September 1982 and May 1983. During the interval between September 1984 and May 1985, levels remained close to an altitude of 25 feet. At well 316S in Roseland (fig. 22), water levels declined from above 17 to 15 feet altitude between September 1982 and July 1983. Since April 1984, the altitudes of water levels in this well have been above 14.5 feet. At Wabasso School (well 217S, figs. 22 and 24), the altitude of the water level declined from about 9 feet in May 1983 to near 6.5 feet in September 1984. Between March and May 1985, water -level altitudes fluctuated from below 7 to above 11 feet, and averaged 9 feet. The wells at Roseland and Wabasso School are located just west and east of the Atlantic Coastal Ridge where land surface altitudes are 19 and 12 feet, respectively. The effect of nearby pumping on water levels in the surficial aquifer system was observed at well 39S (see fig. 22 for location). Water -level altitudes in well 39S averaged about 16 feet between May 1983 and April 1984, 14 feet between May and November 1984, and approximately 7.5 feet during January through March 1985. In April 1985, water levels had declined to an altitude of 4 feet. The 10 -foot decline in the water level in this well coincided with the startup of a nearby well at Vero Beach (well 46S). 33 411 O N 0 O co N O LO M LO 0 O co O O In O LO M M 0 0 � t\ N N MA J W W .a Q W N 0 M Q W W LL z ..J i W J 20 18 16 14 28 27 26 25 24 23 22 32 31 30 29 28 27 26 25 WELL 316S (Daily maximum) S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M AM 1QR9 1QRA 1QRA 1QR5 WELL 239S (Daily maximum) rV V f""N.4 1 Figure 23. --Water level in wells 316S, 239S, and 134S. 35 413 12 w10 M Ir 8 0 o s MJ FQW 4 WJ W 2 li Q Z cn SEA LEVEL W 2 it W 4 Q 9 17 11 9 7 5 3 WELL 151S (Daily maximum) l of r, RNID JIFIMIA'MIJIJIAISIOINID JIFIMIAIMIJIJIAISIOINID JIFIMIAIMIJIJIAISIOINID JIFIMIA'M 1981 1982 1 1983 1 1984 1 1985 WELL 217S (Daily maximum) �MIJIJIAIS101NID JIFIMIAIMIJIJIAIS101NID J I F I M I A I 1983 1 1984 1 1985 Figure 24. --Water level in wells 151S and 217S. 36 414 Water Levels in the Vero Beach Well Field Water levels in the Vero Beach well field during May 1981 (an unusually dry year) and May 1984 (a year of about average rainfall) are shown in figures 25 and 26. Water levels were measured in monitor and production wells, when pumps were operating, and therefore illustrate the general pattern of the cone of depression caused by well -field pumping. In May 1981, water levels were as low as 39 feet below sea level (fig. 25). Water levels were lowest east and north of the airstrip. In May 1984 water levels at pumping centers were as much as 28 feet higher than in May 1981. Water levels continued to be lowest east and north of the airstrip. The dif- ference in water levels between the first half of 1981 and 1984 is clearly shown in the hydrograph of well 121S in the Vero Beach well field (fig. 27). In 1981, water levels at production well 1215 reached more than 37 feet below sea level, but rebounded to near sea level during periods of average rainfall (see rainfall graph in fig. 30). Part of the rise in water level is probably caused by a change in the pattern of pumping in the well field. Some observation wells, such as 145S and 1005 in the Vero Beach well field, are apparently little affected by pumping. Monitor well 1455 is west of the well field and monitor well 1005 is located adjacent to Main Canal (fig. 22). Water levels in monitor well 145S were lowest during the summer of 1981 and spring of 1985 (fig. 30). Both time intervals coincide with much below-average rainfall periods. Levels in 1455 remained high in 1982 when rainfall was above average. Yields of many wells in the Vero Beach well field decreased in 1981 due to the large drawdowns in the surficial aquifer system caused by long-term continuous pumping. The problem was alleviated by implementing a well -field management program that involved alternating withdrawals between sets of wells spaced far enough apart so as to minimize interfering drawdowns. In addition, a few wells were deepened to penetrate the shallow rock zone, and several wells were installed to replace wells previously abandoned because of low yield. The hydrograph of observation well 151S (fig. 24) illustrates the effect of nearby pumping from production wells prior to mid -1982, and the effect of well field expansion and management since mid -1982. Figure 28 shows the average monthly daily pumpage for the Vero Beach well field from 1975 to 1985. Pumpage approximately doubled during the 10 -year period from 1975 to 1985 and peaked to about 9.5 Mgal/d in the spring during the 1981 drought. Coinciding with the increase in pumpage, however, water levels have declined in the vicinity of the Vero Beach well field. A recent downward trend is shown by the hydrograph of well 151S also in the Vero Beach well field (fig. 24). Water levels reached a low of 5 feet below sea level in June 1982 but rebounded to an altitude of 9.5 feet in September 1982. Since December 1982 water levels have declined and by October 1984 were 1 foot below sea level. A comparison of water levels in the surficial aquifer in the vicinity of the Vero Beach well field in April 22, 1971, (Crain and others, 1975, fig. 28, p. 55) with water levels in May 1984 (fig. 26), indicates a decline of about 15 to 19 feet. 415 37 I • 04 I i� MGp M� I H Of- CS 0 N so i I 16 --=� Q O (YM J N D N "MHDIH SONIN n It b1 V 38 — • W z wUa 4) :) m.0 N O o T _J L 'u Y K N LO M I 0-0 I `j:`INDIAN,_ 5 N ri ,kVMHJIH SJNIN 39 1 n • H ? nl Fj 1 o aE000 w y 0 ° o C J v° Or, q Nr- W M 0 !Z- 3: Z 3 N q q = Vc> Q > 3 v-°Lv 0 tC O - L z v ati r'0 0° 's --c d y2j 705 U,'v E o z- N K I q�> J N \ J3O m X tOUOq 8fn W O o I W a � I � n o 0 0 N i 39 1 N� H ? nl 1 o aE000 w y 0 ° o O Or, q Nr- M !Z- 3: Z 3 N q q = Vc> Q > 3 v-°Lv °' tC O - L z v ati r'0 0° 's --c d y2j 705 U,'v E o z- N q�> LLJ0 0 i>�+.+2U.N J3O X tOUOq 8fn W O o W a 3 � n o U3 39 1 "+7 J W SEA W j LEVEL LL6 Z N 3 10 J 0 W J �W M 20 W 0 3 0 30 m Q 40 WELL 121 S Water level Chloride concentration 1QR1 1QR9 1QR3 1QR4 lOR,; 50 0 w H F- 40 w a.W U 30 U 20 p � J 0 � J 10 z Figure 27. --Water level and chloride concentration of water in well 121S in the Vero Beach well field, 1981-85. 10 } Q 0 9 wW 0W Qa dN s �Z D0 �-j 7 J J 2 ZZ 6 Z0 2J 2 5 z VERO BEACH WELL FIELD 1975 1 1976 1 1977 1 1978 1 1979 1 1980 1 1981 1 1982 1 1983 1984 8 Figure 28. --Monthly pumpage from the Vero Beach well field, 1975-85. 40 418 Recharge and Discharge in the System The surficial aquifer system in Indian River County is recharged mostly by infiltration of rainfall and by some downward percolation of irrigation water. The aquifer system receives little recharge from the underlying Floridan aquifer system because a thick confining unit of low permeability strata (the Hawthorn Formation) effectively separates the surficial and Floridan aquifer systems. Discharge from the surficial system occurs as seepage to the ocean, lakes, rivers, and canals, evapotranspiration, and withdrawals from wells. Some recharge to the surficial aquifer system may occur from the canal system. For example, maximum stage fluctuations in Main Canal and water - level fluctuations of monitor well 100S (adjacent to Main Canal) are strik- ingly similar (fig. 29). When maximum stage is greater than the water level in well 100S, such as in the spring of 1981-82, water in Main Canal probably recharged the surficial aquifer. The water level in the surficial aquifer system rises and declines during wet and dry periods in response to recharge and discharge. The hydrograph of well 145S (fig. 30) illustrates the relation between monthly rainfall at Vero Beach and water levels in the well. The water level in well 145S rose 5.7 feet in response to the rainfall of 16 inches in August 1981 and an attendant reduction in pumpage. J W J JQ w U) JW U WM Q Q 3� It z 16 15 14 13 12 11 10 9 8 7 6 WELL 100S and MAIN CANAL Water level Water level in canal in well It /I \ 1 1 � 11•, 11 � S 1 1 1,(I 1 1 Il A Chloride concentration in well 1ann I lea, I lean I ,eat 1 1ORA Figure 29. --Water level and chloride concentration of water in well 100S, and stage of Main Canal, 1980-84. 350 325 300 275 250 225 200 175 150 41 419 z Ir OW QJ wa 0? UW W0 0 i2 _ 02 UZ J 20 J Q zW 15 N Z 10 J �Z 5 Z O i 0 VERO BEACH 4W 22 inninnir 21 WELL 145S J W 20 J ww 19 J> 18 � O Hm QQ 3� 17 W W 16 Z 15 Water level V /r1 V y/ 1 1 J Chloride concentration ���w�w�wwwwwwwwwwwwwwwwwwwwwww�.■ 1983 1 1984 60 Zx O� 58 J Zw 56 a a OEn2 54 O rc W0 0J J 52 Q J =Z 111 50 O — 1985 Figure 30. --Water level and chloride concentration of water in well 145S, and monthly rainfall at Vero Beach, 1980-85. In places, head differences in the clastic and shallow rock zones allow ground -water movement from one zone to the other. To observe the head - difference relations, observation wells were installed in both the shallow rock zone and the clastic zone at several sites throughout the county. The well locations, well numbers, and selected water -level data are given in table 3 and figures 1 and 21. Comparison of water levels in the shallow rock and clastic zones at Vero Beach Elementary School (39S, 38S), South Gifford Road (162S, 161S), Wabasso (178S, 177S), and Roseland (316S, 317S) show little head difference (table 3). However, at the South Canal (31S, 32S), Winter Beach (1685, 167S), Wabasso School (217S, 216S), and Fellsmere (239S, 240S) the heads in the zones differ. This difference in head and location of wells can be used to define a pattern of recharge and discharge. West of the Atlantic Coastal Ridge, in wells 239S, 240S, 168S, and 167S, water levels are higher in the clastic zone than in the shallow rock zone; therefore, in this area, the clastic zone recharges the underlying shallow 42 420 Table 3. --Water levels in wells in the clastic zone and shallow rock zone Well Water level, in feet above sea level No. Location Aquifer Feb -Mar 1983 Dec 1983 April 1984 March 1985 31S South Canal Shallow rock zone 32S Clastic zone 39S Vero Beach Shallow rock zone 38S Elementary School Clastic zone 1625 South Gifford Shallow rock zone 1615 Clastic zone 168S Winter Beach 167S 1785 Wabasso 1775 217S Wabasso School 216S Shallow rock zone Clastic zone Shallow rock zone Clastic zone Shallow rock zone Clastic zone 9.8 7.8 19.1 19.2 19.9 20.1 16.4 18.1 18.2 19.9 13.6 11.7 9.6 6.7 17.0 17.6 17.0 17.3 14.7 16.1 16.5 16.7 11.7 10.6 8.1 6.1 18.3 18.1 16.2 16.7 14.8 17.0 16.7 17.3 11.7 10.6 6.6 5.4 11.1 10.9 14.4 15.1 13.8 15.3 15.0 15.2 10.8 10.2 239S Fellsmere Shallow rock zone 25.6 24.1 24.9 23.6 240S Clastic zone -- 24.7 25.9 24.3 316S Roseland Shallow rock zone 17.9 16.8 16.7 16.6 3175 Clastic zone 18.3 16.8 17.4 16.0 rock zone. East of the ridge, in wells 31S, 32S, 2175, and 216S, water levels are higher in the shallow rock zone than in the clastic zone; here the shallow rock zone discharges to the overlying clastic zone. Water Quality General In coastal areas, ground water in the surficial aquifer system may be very saline as a result of lateral saltwater intrusion. In agricultural areas, the salinity of surficial ground water may be high because of the salinity of irrigation water or contamination of the shallow ground water with deeper, more saline water, through deteriorated or leaking well casings. Table 4 lists representative analyses of water from 8 wells in the shallow rock zone, 7 wells in the clastic zone, and 1 well in the shallow rock zone (1S) that probably contains intruded saltwater. Also given in the table are ranges of concentrations of selected constituents in water from 39 wells in the shallow rock zone (depth >75 feet) and 51 wells in the clastic zone (depth <75 feet). 43 421 Table 4. --Representative analyses and ranges in concentrations of constituents in water from wells completed in the clastic and shallow rock zones of the surficial aquifer system [Concentrations are in milligrams per liter] REPRESENTATIVE ANALYSES Well Depth Potas- Cal- Magne- Hard- Bicar- Chlo Sul - No. (feet) Sodium sium cium sium Iron ness bonate ride fate Clastic zone (<75 feet in depth) 32S 53 26 0.7 105 6.5 0.92 289 330 48 21 38S 55 12 .6 76 4.3 .67 208 224 16 9 1615 53 39 13.3 158 7.9 2.9 428 540 51 <1 167S 53 32 2.4 54 3.2 1.6 148 464 65 20 177S 41 18 .4 87 2.5 .3 227 366 40 0 2165 49 67 .9 84 2.9 .05 222 310 120 40 3175 35 "14 2.8 5.1 3.2 .13 25.9 26.8 26 1 Shallow rock zone (>75 feet in depth) 1S1 147 14,000 500 630 1,900 22.0 9,393 922 30,250 4,000 31S 143 30 5.6 63 9 1.5 194 291 41 <1 39S 123 43 4.5 90 8.7 .5 261 322 60 <1 162S 150 44 1.9 112 8.4 2.9 315 372 73 <1 168S 144 19 3.7 84 3.9 8.2 226 464 25 0 178S 137 39 2.0 78 6.0 3.1 220 337 40 0 217S 133 26 7.1 26 18 .4 139 239 35 0 239S 140 44 10 27 16 .6 133 209 45 0 316S 134 35 2.9 36 21 1.2 176 197 50 0 RANGES OF CONCENTRATIONS Potas- Cal- Magne- Hard- Bicar- Chlo- Sul - Range Sodium sium cium sium Iron ness bonate ride fate Clastic zone (51 wells <75 feet in depth) Low 11 2 21 2 0.3 180 169 20 0 High 520 13.3 158 76 8.1 328 540 535 280 Shallow rock zone (39 wells >75 feet in depth) Low 16 0.5 24 0.5 0.3 240 154 10 0 High 160 10 162 53 8.2 434 390 415 185 'Indicates lateral intrusion. 44 422 Occurrence of Chlorides Chloride concentrations of water from wells more than 75 feet deep in the surficial aquifer system in eastern Indian River County are below 100 mg/L, except in an area along Sebastian Creek and along the Indian River near the Vero Beach well field, where concentrations are above 250 mg/L (fig. 31). In this figure, the 250 mg/L chloride line generally parallels the Indian River but bows inland toward the Vero Beach well field. Chloride concentrations increase from about 250 mg/L just east of the Vero Beach well field to more than 20,000 mg/L near the Indian River. Chloride concentrations of water from wells 40 to 75 feet deep in the clastic zone also increase in an easterly direction, but values are not as high along the Indian River (fig. 32). Chloride concentrations west of the Indian River are generally less than 250 mg/L. Between the Vero Beach well field and the Indian River, chloride concentrations range from 50 to 100 mg/L. Concentrations greater than 250 mg/L occur in a small area bisected by Main Canal west of the Vero Beach well field, in the Sebastian Creek area, and on the Barrier Island. Many wells in the Floridan aquifer system are cased to the top of the Hawthorn Formation, are more than 20 years old, and were constructed with steel casing that may be corroded through. Eastern Indian River County is a discharge area of the Floridan aquifer system and corroded -through casings of wells that tap the system could allow water from the Floridan aquifer system to intrude into the surficial aquifer system. Six cross sections in the eastern part of the county (fig. 33) show the relation between chloride concentration in ground water and the depths of wells (figs. 34-37). Inter- pretation of data shown in the cross sections indicates several patterns of chloride occurrence. Water from a few wells deeper than 80 feet have higher chloride concentrations than adjacent wells of near the same depth (figs. 34 and 35). The high concentrations may be due to intrusion of the shallow rock zone by more saline water from nearby wells in the Floridan aquifer system. Sections E -E' and G -G' (figs. 35 and 36) show high chloride concentra- tions in water from a few wells less than about 80 feet deep. Along cross- section E -E' (fig. 35), chloride concentrations of water in three wells in the surficial aquifer system with depths less than 25 feet equal or exceed 180 mg/L. Along section G -G' (fig. 36), the lowest chloride concentration in water from the nine wells plotted in the Floridan aquifer system is 180 mg/L. The high chloride concentrations found in water from these relatively shallow wells in the surficial aquifer system may be due to downward seepage of irrigation water from the Floridan aquifer system or from wells in the Floridan aquifer system with corroded -through casings near the water table. The city of Vero Beach and the St. Johns River Water Management District have plugged several wells in the Floridan aquifer system that were leaking relatively high chloride concentration water into the surficial aquifer system through corroded casings. A common practice in the development of citrus groves into an urbanized area has been to bury existing wells in the Floridan aquifer system. As a consequence, the location of many wells in the Floridan aquifer system that potentially could cause intrusion problems is unknown. 45 423 27° 530 45 40 27° 35 80' 35' 30' 25' 80° 20' 9 z� EXPLANATION B R EVA R D C O. \ \ \ \ \ �� CHLORIDE CONCENTRATION, \ \ \ \ \ \ \ IN MILLIGRAMS PER LITER \\\\\\\ < 100 \\\\\\\ \ 100 — 250 \ \ \ \ \ \ \ ® 250 — 1,000 \ \ \ \ \ \ \ \ > 1,000 \\\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ 95 \\\\\\\\\\\\\\\ 0 \\\\\\\\\\\\\\\\ a \ \ \ .North Canaf `Vero Beach \\\\\ :.`'•o well field \ \ \ \ \ \ \ \ \ L . ` . \ nal. \ +. \ \ \ \ \ ::;<::;;;••�:: \\\\\VERO BEACH :"`..... \ \ South Can \ \ <t:'?:' ` O 1 2 3 4 5 MILES 0 1 2 3 4 5 KILOMETERS \\\\\\\ \\\\\ \ o \\\\\\\\\\\\\\ T. LUCIEI O. Figure 31. --Chloride concentrations in water from wells completed in the shallow rock zone (depths greater than 75 feet), 1982-83. LIU 424 800 35' 30' 25' 800 20' 40 EX P LANATI 0 N CHLORIDE CONCENTRATION, IN MILLIGRAMS PER LITER EM < 100 Ej 100 - 250 El > 250 27* 35'- 0 1 2 3 4 5 MILES 0 1 2 3 4 5 KILOMETERS T. LUCIEJ CO. 0 Figure 32. --Chloride concentrations in water from wells completed in the clastic zone (depths between 40 and 75 feet), 1982-83. 47 425 27050 45 40 27°35 80° 35' 30' 25' 80° 20' Figure 33. --Location of lines of chloride sections (sections shown in figs. 34-37). 48 426 500 400 300 Ir W H J 200 W (L U) Q 100 U J J 0 C C' 0 25 50 75 80 100 125 U 150 D 0 175 g 200 3 0 1 2 3 4 5 6 7 1 W Z D n, m 0 Q 500 z W z 400 O U W 0 ir 300 O J 2 U Dili, 100 01 L_ 1 1 1 1 1 0 L W W 25 z J 50 w 3 75 p 80 2 100 0- W D 125 150 175 200 0 2 4 6 8 10 12 DISTANCE, IN MILES Figure 34. --Chloride concentrations in water and depth of wells in the surficial aquifer system along lines of section C—C' and D—D' (lines of section shown in fig. 33). 49 427 E 1200 1000 800 600 It W 400 J Ir W a 200 V) i 0 J J till, x x / x Well depth Chloride concentration x Note: Some well ` depths x x are unknown XX X x xx x x x x XA xX YX x E' 0 25 50 75 80 100 125 W U t 150 x D V) 175 Z g 200 500 400 300 200 100 0 o W LL 25 z J J 50 W 3 W 75 O 80 5-- 0 0 2 4 6 8 10 12 14 O W F F' 500 400 300 200 100 0 o W LL 25 z J J 50 W 3 W 75 O 80 I L 100 0 125 150 175 200 0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 DISTANCE, IN MILES Figure 35. --Chloride concentrations in water and depth of wells in the surficial aquifer system along lines of section E — E' and F — F' (lines of section shown in fig. 33). 50 428 1000 Q U J 800 ►1 z z Ow QJ Z wa U Z O U w 0 ff O U I 400 20 G G, O Ix Well depth-/ Chloride X I + WELL >200 concentration FEET DEEP x WELL IN SURFICIAL W Depth of ® ®K AQUIFER SYSTEM well unknown ® ® ® WELL IN FLORIDAN X ® X AQUIFER SYSTEM X X X X X X X * X X X XXX X XX X X XX I �, 25 w U 50 a JV) 75 w o a0 3 z 100 0 3 �O 125 W m O� 150 LL z 175 200 0 2 4 6 8 10 12 DISTANCE, IN MILES Figure 36. --Chloride concentration in water and depth of wells in the surficiol and Floridan aquifer systems along line of section G -G' (line of section shown in fig. 33). Areal patterns of occurrence and depth of occurrence of high chloride concentrations in water from wells often suggest a particular source for the high concentration. For example, when the chloride concentrations of water from wells increase with depth and are anomalously high, such as in the Sebastian Creek area, the cause may be intrusion by leakage, at depth, of water from wells that tap the Floridan aquifer system. Also, in areas where the chloride concentration of water is higher in a shallow well than in nearby deeper wells, such as west of Vero Beach straddling State Road 60, the cause is probably downward infiltration of Floridan aquifer system irrigation water or seepage from system wells. Along the coastal sections of Indian River County, the high chloride concentrations of water in many of the wells greater than 40 feet deep is probably due to the lateral intrusion of seawater. Occurrence of Chlorides in the Vero Beach Area Chloride concentrations in water from observation wells in the Vero Beach well field change in response to water -level fluctuations (see figs. 29 and 30) caused by pumping (discharge) and by recharge. Concentrations generally increase when water levels decline and decrease when water levels rise. However, in monitor well 1005, located just south of Main Canal, chlorides have increased though water levels are trending upward. Between 51 429 N 500 i Q t� 400 Z zW 0W QJ wa U Z 0 U 300 200 100 I x X Well depth Chloride concentration X X X X 0 1 2 3 4 5 6 DISTANCE, IN MILES 25 W U 50 L _i to 80 3 zz 100 p g 3 =0 125 0.W m 0L 150 W W 175 200 Figure 37. --Chloride concentration in water and depth of wells in the surficial aquifer system along line of section H—H' (line of section shown in fig. 33). September 1981 and June 1982, chloride concentrations increased linearly to about 300 mg/L, and through 1983 and 1984 averaged about 300 mg/L (see figs. 39 and 40). The high chloride concentration found in well 1005 and observation wells 84S and 95S may indicate a plume of high chloride water moving toward the southeast (fig. 39). Chloride concentrations of 320 and 144 mg/L also occurred south of Main Canal in observation wells 95S and 84S, respectively, (fig. 21) in June 1984 (fig. 40). The high chloride concentra- tion in water from wells 100S, 95S, and 84S may be due to leakage from the corroded -through casings of wells in the Floridan aquifer system or recharge of high chloride concentration water from the canal when ground -water levels are periodically lower than the maximum stage of Main Canal (fig. 29). Chloride concentrations during the period 1979 to 1984 are shown for three salinity observation wells (wells 119S, 125S, and 126S, fig. 23) in figure 38. In June 1981, water in salinity observation well 1265, located between the Vero Beach well field and the Indian River (fig. 21), had a chloride concentration of 4,900 mg/L. A year later, following the 1981 drought, the concentration increased to 14,000 mg/L. However, during above normal precipitation periods in 1983 and 1984, chloride concentrations were about 4,500 mg/L (fig. 38). The rise and fall of chloride concentrations in well 126S indicates that the position of the freshwater -saltwater interface 52 430 probably fluctuates in response to rainfall and withdrawals from wells. During extremely dry periods, ,the interface moves toward the well field. The amount of movement, however, may be small. Chloride concentration in salin- ity observation well 125S, located 1,000 feet west of 126S, remained vir- tually unchanged between 1979 and 1984 (fig. 38). W 35,000 a 30,000 J J Ok; Z 25,000 z0: 0 W 20,000 Q J Z W 15,000 wa U Z 0 10,000 W 5,000 0 T 0 0 WELL 119S i\ 1 WELL 126 1 -* w w WELL 125S e�e Senn �eA1 taA7 1C$14 1QAd Figure 38. --Chloride concentrations in water from three salinity observation wells, 1979-84. Chloride concentrations in the Vero Beach well field in June 1981 and June 1984 are shown in figures 39 and 40. Excluding the area east of the well field, the highest chloride concentrations generally occur south of Main Canal. Concentrations are lowest in the area of the airstrip (fig. 39), coincident with the area of maximum drawdown in the well field. The low chloride concentrations in the area of maximum drawdown may be due to a high recharge rate that captures relatively high quality rainfall in that area. Pumping, therefore, causes the water table to decline and thus provides room for fresh recharge water to be stored. A comparison of the chloride maps in figures 39 and 40 indicate that the position of the 1,000 mg/L chloride line did not change appreciably between 1981 and 1984. Chloride concentrations of water in most wells in the Vero Beach well field have changed little in recent time, (see fig. 27 as an example). Between 1976 and 1983, the average chloride concentration increased about 36 mg/L in six production wells and was unchanged in four others. The increases in chloride concentrations were from scattered wells and are probably related to the increase in well field pumpage from 5.44 Mgal/d in 1976 to 8.00 Mgal/d in 1983 (fig. 27). 53 431 z ik Wo t m 0 7 L i N y N L W 0• O O U N WOO -C - a0 C) c o L � y � 54 "MHJIH SONIN 55 d L 11100 v rn v c L � N E� O 3 c c O Ll - 55 L N �E ro .c o 0.1m Z L =_ UE O N -C LE C Qtr (no O O O Z *' C-) I I I U. 1 O 0 O w0a o N 3 X W o� LO U? MEM d L 11100 v rn v c L � N E� O 3 c c O Ll - 55 L Potential Development Tibbals (1978, p. 11) related evapotranspiration to the depth of the water table in east central Florida. Assuming this expression is valid for Indian River County where the water table averages 2 feet below land surface, evapotranspiration in the county is about 42 in/yr (inches per year). If the 42 in/yr of evapotranspiration is subtracted from an average rainfall of about 52 in/yr for eastern Indian River County, and assuming no runoff, the remainder of about 10 in/yr is net natural recharge to the surficial aquifer system in eastern Indian River County. On the basis of hydrologic characteristics of the 140-mi2 area that lies between U.S. Highway 1 and I-95, and assuming the surficial aquifer system receives 10 in/yr of natural recharge in that area, about 67 Mgal/d of water is theoretically available for withdrawal from the system in eastern Indian River County. It should be recognized that the estimate of availability was obtained from a simplified solution of a complex problem. The theoretical and actual amount of water available for withdrawal may differ considerably due to the many factors not considered. For example, not all the theoretical amount of water available can be withdrawn --some water is retained in the aquifer. Also, if the natural recharge rate is altered by development, additional or lesser amounts of water may be available. However, the amount indicated implies that sufficient water for public supply may be available for future use in the county if withdrawals are properly managed. In east Indian River County, high -yielding wells completed in the surficial aquifer system are most likely to be found along the Atlantic Coastal Ridge west of U.S. Highway 1. In places, however, water quality there may not be acceptable because of high concentrations of undesirable constituents. Wells that tap both the clastic zone and the shallow rock zone will probably be the most productive. In places, uncontrolled flowing wells that tap the Floridan aquifer system have apparently allowed high -chloride water to intrude into the surficial aquifer system. Some of these wells have been plugged by the St. Johns River Water Management District as part of their well plugging program. Problems relating to saltwater intrusion of the surficial aquifer system could possibly be avoided or lessened if (1) all new wells are tested for saltwater during installation and production, (2) all unused wells are plugged from bottom to top to prevent the upward migration of saltwater and, (3) the current (1985) monitoring program is continued. GEOHYDROIAGY OF THE FIDRIDAN AQUIFER SYSTE1 Description of the Hydrologic Units About 65 percent of all ground water used in the county is from the Floridan aquifer system. In this report, the terminology and definitions relating to the Floridan aquifer system used by Miller (1986) are closely followed but with a few exceptions. The Floridan aquifer system consists of limestone and dolomite, about 2,800 feet thick, that commonly yields abundant supplies of water to wells. Previous to a recent study of the Tertiary limestone aquifer system in the southeastern states, the Floridan aquifer 56 434 O N 0 O 00 to N O M 0 d- O to zo LO 0 O 00 M 00 �--� JAR r. o N N N M O 0 N n • CR c C14 -N r N o5Z i rn � I rn N • LCOLrn) o M �0 09f • OIU O J :V M hO • Aj' co M 00 p • M 10 I 0 M 00 to U) U) X W W J N O J Y N r- o'00- O o M IU LO �M O M 0 0 o N IF & N � E�3 X. V) I I o-0 04 0Io <� N N M• • �� � i �� P V3 M J 0 ill M• L LO o I�, W , 00£� M CA Cq IN • N W \,3-u QUW W m e Q O U 00 V1030S0 W W Y O I v o o .4., d d moo° E� Ooo (n� N •xV N 0 O ° O m�aLo °od os O— N -.N _ O d O C) 0. ,off z Q U Nv oc L % �ONoo J N 3 d I CV X e W I o in o in o LO M M 0 0 N N 57 kn M It system was termed the "Floridan aquifer" (Miller, 1986, p. B44). Miller (1986, p. B45) describes the Floridan aquifer system as a vertically continuous sequence of generally high permeability carbonate rocks, mostly of middle and late Tertiary age, that are several orders of magnitude more permeable than the rocks that bound the system above and below. Though the Floridan aquifer system is reported to generally cross formation and age boundaries, Miller (1986, p. B46) reports that, regionally, the top of the system is the Suwannee Limestone, but if absent, is the Ocala Limestone. Accordingly, in Indian River County, the Floridan aquifer system in descending order consists of the Suwannee Limestone (where present, fig. 41), Ocala Limestone, Avon Park Formation, Oldsmar Formation, and part of the Cedar Keys Formation (Miller, 1986, p. B46). The lower part of the Avon Park Formation was formerly known as the Lake City Limestone. Because of sparse control and the interfingering of key marker beds, the base of the Floridan aquifer system is difficult to ascertain. One oil test well (well 172F) drilled to basement rock, and one injection well (well 32F) finished in the Oldsmar Formation are the only wells known to penetrate below the Avon Park Formation in Indian River County. Because less-permeable carbonate rocks consistently occur as a unit within the Floridan aquifer system in peninsular Florida, Miller (1986, p. B45) separated the system in descending order into the Upper Floridan aquifer, a middle semiconfining unit, and the Lower Floridan aquifer. The Upper Floridan aquifer ranges in thickness from about 350 feet in the south- western part of the county to about 650 feet in the northeast. The top of the Upper Floridan is the Suwannee Limestone in the eastern part of Indian River County and the Ocala Limestone in the west (fig. 41). The top general- ly slopes to the southeast and ranges in altitude from about -200 to -500 feet. The surface is apparently irregular due to erosion and dissolution. East of the Indian River fault trace (fig. 41), the altitude of the top of the Floridan aquifer system is as low as -650 feet (in the southeast corner of the county)--about 250 feet lower than the surface west of the fault trace (fig. 11). For this investigation, the middle semiconfining unit is identified as a dense dolomitic zone of variable thickness and low permeability and porosity that generally occurs near the middle of the Avon Park Formation. Geophysi- cal logs indicate that the middle semiconfining unit ranges from about 20 to 120 feet in thickness. The logs also suggest that the _top of the unit ranges widely in altitude (-613 to -1,450 feet). According to Miller (1986, p. B65), the Lower Floridan aquifer consists of a zone of low and high permeability subzones that lie between the middle semiconfining unit and the Sub-Floridan confining unit (lower confining unit of Miller, 1986) that underlies the Lower Floridan aquifer. The Sub-Floridan confining unit is a massively bedded anhydrite of extremely low permeability that is in the upper part of the Cedar Keys Formation (Miller, 1986, p. B46). Little information is available on the thickness of the Lower Floridan aquifer. Miller (1986, pl. 32) shows that the Lower Floridan aquifer in Indian River County ranges from about 1,600 to 2,000 feet in thickness and thickens to the northwest.. Well 172F is the only well known to completely penetrate the Cedar Keys. There, the altitude of the base of the-Lower Floridan aquifer is about -3,100 feet. 58 436 Hydraulic Properties The hydraulic properties of the middle semiconfining unit and the Lower Floridan aquifer of the Floridan aquifer system are poorly known, so discussion of these properties relates mostly to the better-known character- istics of the Upper Floridan aquifer. Variations in the hydrologic charac- teristics of the rock strata within the Floridan aquifer system are complex and are closely related to the geologic framework of the system. The porosity and permeability of the rock strata that comprise the system result from combinations of (1) the original texture of the rock; (2) processes that have acted on the rock, such as dolomitization and recrystallization; (3) joints, fractures, and faults; and (4) mineral solution or precipita- tion. Most of the hydraulic (and water -quality) variations found in the Floridan aquifer system in Indian River County probably occur because of one or a combination of the above factors. The combinations that are in effect may cause considerable variation in yield and water quality in nearby wells of equal depth. Flow -meter data show that water -producing zones within a borehole are typically discrete and may occur at different altitudes in adjacent boreholes. However, some boreholes contribute water throughout. The permeability of the Upper Floridan aquifer is reported to be generally higher than that of the Lower Floridan (Miller, 1986, p. B54). The most productive water yielding zones are probably in the Avon Park Formation. The rate of ground -water circulation is relatively high in the Upper Floridan aquifer compared to circulation in the Lower Floridan aquifer, but flow logs indicate some wells that penetrate the Lower Floridan obtain a high percentage of their yield from that part of the aquifer system. Except east of the Indian River fault trace, (on the downthrown side of the fault), wells more than 700 feet deep in the eastern part of the county are probably completed in the Lower Floridan aquifer. These deeper wells were probably installed because the Upper Floridan could not supply sufficient water for a particular need (chiefly citrus irrigation). Yields of wells that tap the Floridan aquifer system can be related to the specific capacity of the well, and in an approximate manner, to the transmissivity of the penetrated aquifer. Transmissivity and associated data that can be used to determine hydraulic properties of the Floridan aquifer system are available for five test sites in Indian River County (fig. 42 and table 5). In addition, Tibbals (1981, fig. 6) determined a model -derived transmissivity range of 100,000 to 200,000 ft2/d for the Upper Floridan aquifer in Indian River County based on a regional -scale model calibration. Planert and Aucott (1985, p. 19) reported a transmissivity of 10,000 ft2/d for well site 216F in Brevard County near northwestern Indian River County. For a model calibration, the area bordering northern Indian River County was assigned a transmissivity value of 65,000 ft2/d by Planert and Aucott (1985, p. 47) for both the Upper and Lower Floridan aquifers. The highest transmissivity reported in the county (1.5 x 106 ft2/d) was from an aquifer test run on an injection well (32F) completed in the Boulder Zone (Kohout, 1965)--a zone within the Lower Floridan aquifer consisting of high permeability, fractured, and cavernous dolomite near the base of the Oldsmar Formation. The Boulder Zone at that site occurs at a depth interval of about 2,400 to 3,000 feet. Miller (1986, p. B68), reports that the S9 437 N 6 zo It O In LO 1O 0 O Oo N • N t(0 •- N ^• ct Jam..: 0 o m.v .N U W w m 0 — - --r— U 00 V1030S0 W w Y O J_ w 0 Y N O O O to O to U 7 C y E 0 1 y ac N C N F- o O Z O0 7 L04).s Q Z T 0 f I aQ) Q0 > W.N J U d Z W cn 3 LL O M X W O to O to O LO 0 0 N N 60 Table 5.--Transmi_s_s_ivities of the Floridan aquifer system at five sites in Indian River County (ft2/d m feet squared per day) Refer- Depth of ence Well Site Transmis- Storage well (feet letter No. identification sivity coeffi- below land Source of data (fig. 42) No. (ft2/d) cient surface) A 32F 273510080285502 1,500,000 --- -4 13,005 CH2M Hill (1979) B 37F 273526080240701 50,000 4 x 10 745 Geraghty and _4 Miller (1981b) OF 273536080240101 56,800 3.9 x 10.4 704 Do. C 137F 274445080235901 7,500 5 x 10.3 1,000 Bermes (1958) 138F 274447080235301 4,800 1 x 10_4 860 Do. D 150F 274524080240801 17,600 6 x 10 960 Seaburn and Robertson (1983a) 154F 274532080241801 44,100 --- -3 1,000 Do. E 186F 274659080244301 19,400 1.4 x 10_3 700 Bermes (1958) 187F 274700080243901 20,100 1 x 10_3 1,000 Do. 188F 274700080245101 20,100 1.4 x 10 860 Do. 'Interval tested was the 2,400- to 3,005 -foot depth. Boulder Zone is commonly found at depths of about 2,500 to 3,000 feet in south Florida, and that the transmissivity of the entire thickness of the zone may exceed 107 ft2/d. The zone contains saline water, and is widely used as a receiving unit for municipal and other liquid wastes along the southeast coast of Florida. Specific capacity data are more easily determined than transmissivity data, and are therefore more frequently available. The range of values of specific capacities of wells in the Floridan aquifer system in the county is large (fig. 42) and shows little areal pattern. The variability of specific capacity values is probably related to well diameter and depth of penetration but is probably due primarily to the irregular distribution and permeability of producing intervals in individual wells. Specific capacities of 37 wells range from 1 to 200 (gal/min)/f t and the median is 67 (gal/min)/f t (table 6). The map showing specific capacities (fig. 42) suggests lower than average specific capacities in the western part of the county, higher than average values in the central part, and probably low values east of the Indian River fault trace. Flow rates of individual wells are usually indicative of the hydraulic characteristics of the aquifer penetrated, so high and low flow rates from wells of equivalent depth and diameter generally indicate correspondingly high and low specific capacities or transmissivities of the aquifer. Measured flow rates of wells that tap the Floridan aquifer system range from 30 to 2,000 gal/min with a median of 650 gal/min. The largest reported flow rate in the county is about 6,000 gal/min from an injection well (well 30F) at a depth of 1,350 feet (CH2M Hill, 1979). Flow rates of wells are not only related to hydraulic characteristics of the yielding zones of the 61 439 Table 6. --Specific capacity test data of selected wells that tan the Floridan 28F 273501080302101 aquifer system 1.5 10.5 1,600 152 42F [gal/min = gallon per minute; (gal/min)ft — gallon per minute per foot] 6 400 67 47F 273615080283501 8 10 1 9 300 33 Shut-in Flowing 20 14 4 10 1,800• 180 water water 6 8 1 Well Well Casing level level Draw- Flow- Specific No. identification diam- (feet (feet down rate capacity 12 No. eter above above (feet) (gal/ [(gal/ 8 800 (inches) land land 4 min) min)/ft] 4 50 12 surface) surface) 4 11 6 5 70 14 77F 273821080273901 4 9 5 7F 273335080280901 8 12 0 12 650 54 12F 273357080274901 8 12 1 11 700 64 20F 273423080332201 8 13 4 9 850 94 21F 273430080195601 6 30 0 30 30 1 26F 273459080401201 12 15 10 5 1,000 200 28F 273501080302101 8 12 1.5 10.5 1,600 152 42F 273539080301901 4 12 6 6 400 67 47F 273615080283501 8 10 1 9 300 33 53F 273633080364301 20 14 4 10 1,800• 180 54F 273639080261501 6 8 1 7 450 64 57F 273710080230601 8 29 4 25 450 18 61F 273726080371501 10 16 4 12 1,800 150 64F 273741080382701 10 15 7 8 800 100 72F 273814080245201 4 10 6 4 50 12 76F 273819080260101 4 11 6 5 70 14 77F 273821080273901 4 9 5 4 50 12 80F 273827080322001 8 12 5 7 240 34 84F 273833080461901 6 12 10 2 40 20 95F 273927080465701 8 13 1 12 600 50 102F 274008080255301 8 9 1 8 750 94 104F 274023080291401 10 11 0 11 1,700 154 107F 274055080281301 5 13 4 9 285 32 11OF 274115080291401 10 11 0 11 1,700 154 112F 274121080241701 6 28 16 12 750 62 115F 274156080344301 12 15 9 6 1,000 167 117F 274203080292901 12 13 0 13 2,000 154 119F 274210080400301 10 22 17 5 800 160 123F 274250080354401 12 13 8 5 950 190 126F 274302080371501 10 20 14 6 1,000 167 134F 274350080364501 12 16 11 5 1,000 200 136F 274436080395801 10 20 15 5 800 160 140F 274449080240001 5 24 16 8 280 35 149F 274522080304301 4 14 10 4 125 31 151F 274528080395801 10 20 15 5 600 120 155F 274534080251101 6 36 8 28 200 7 167F 274607080264001 6 21 1 20 150 7 18OF 274642080453601 3 11 4 7 50 7 216F 275119080482401 12 8.9 280 32 62 440 wellbore, but also to pipe and wellbore hydraulics. Generally, the largest flow rates are from large -diameter wells (10 inches or more) and large diameter (8 inches or more) discharge pipes. Most wells that tap the Floridan aquifer system are capable of yielding several hundred gallons of water per minute without significant drawdown. Description of Wells that Tap the System The records of 250 wells in the Floridan aquifer system, which are stored in the Geological Survey computer files and shown in Supplementary Data II, represent only a small percentage of the wells that have been drilled in the study area. Uninventoried wells probably number several thousand. Some general observations pertaining to -wells that tap the Floridan aquifer system in Indian River County can be made from field observations and from available records. Depths of wells in the Floridan aquifer system in Indian River County are generally constrained by drilling costs and the potential of degradation of water quality with increased depth. The proposed use of water and the productivity of a well are the chief considerations for any well installation. Therefore, wells are generally drilled to meet or to most closely approximate required yields and water -quality needs within economic limits. Inventoried wells range in depth from 233 to 1,272 feet with a median depth of 700 feet. A report by Bermes (1958, p. 32) indicates that in about 1950 wells in the Floridan aquifer system on the mainland were about 600 to 700 feet deep. Records of new wells (drilled since the 1981 drought) indicate that typical depths have increased --many wells extend to depths of 900 feet or more. The probable reason for the deeper wells is the demand for higher yields. . Wells completed in the Floridan aquifer system that yield excessively saline water are usually plugged or abandoned. However, in places where a modest amount of acceptable water can be obtained from the upper part of the well, it may be more feasible to plug the bottom section of the well to seal off the lower saline zone rather than abandoning the well. Well casings generally extend only to depths that allow the wellbore to remain open --usually into the Hawthorn Formation. Therefore, the bottom 600 to 800 feet of many wells in the Floridan aquifer system is frequently "open -hole" or uncased. Casing diameters range from 2 to 24 inches. Wells drilled since 1981 are generally 8 to 12 inches in diameter. Casings are made of steel, black iron, or plastic. Corrosion of metal well casings have caused many older wells to fail, so -the use of plastic casing has become more prevalent in recent years. Burns (1983, p. 30) reports that in Lee County (southwest Florida) the life expectancy of steel -cased wells is 20 to 25 years, and that the corrosion of steel casing is most intensive at the upper part of the surficial aquifer system. As mentioned previously, corroded -through well casings could cause intrusion of water from the Floridan aquifer system into the surficial aquifer system. More than 90 percent of the inventoried wells in the Floridan aquifer system are used for irrigation. Twelve wells are used as a source of water for reverse osmosis treatment for public -water supply. The city of Vero Beach blends water from two wells in the Floridan with water from the surficial aquifer system for public supply. 63 441 Few wells are equipped with pumps because water levels of most wells in the Floridan aquifer system stand above land surface. Water from the wells would discharge freely if not valved shut. Wells generally flow at sufficient rates to supply needed yields. In this report, wells that discharge freely are termed "flowing wells." When valved shut, flowing wells are termed "shut-in." Potentiometric Surface The potentiometric surface of the Upper Floridan aquifer fluctuates in response to changes in rates of recharge and rates of discharge. The major components that cause water -surface fluctuations are rainfall, pumpage, and, near the coast, tidal changes. Generally, short-term components are superimposed on long-term changes in the potentiometric surface of the Upper Floridan aquifer. Pumpage and rainfall can cause long- and short-term changes in the potentiometric surface. The regional configuration of the potentiometric surface of the Upper Floridan aquifer in May 1981 is shown in figure 14. In Indian River County, the direction of water movement in the Upper Floridan aquifer is mainly eastward. Figures 43 and 44 show the potentiometric surface of the Upper Floridan aquifer in the county for May 1981 and May 1983. Comparison of the May 1981 potentiometric surface map (reflecting the 1980-81 drought) and the May 1983 map (reflecting above-average rainfall for 1982-83) shows that the potentiometric surface generally ranged 2 to 4 feet lower in May 1981 than in May 1983. The mound shown on the potentiometric surface in May 1981 (fig. 43) is probably residual from the previously high levels. In the recharge area of the Floridan in Indian River County on the Lake Wales Ridge (fig. 14), September is normally the last month of the wet season and May is the last month of the dry season. Generally, the Upper Floridan aquifer is most stressed by pumping in May because, by then, the dry season has extended for about 7 months, and agricultural irrigation is heaviest. The potentiometric surface in May generally ranges in altitude from about 30 feet along the coastline to about 40 feet near the western county line. The depressions in the potentiometric surface in the eastern half of the county, as shown by the May 1983 potentiometric surface (fig. 44), reflect pumping stress from irrigation. In Indian River County, potentiometric contours generally shift slightly eastward toward the Atlantic Ocean between May and September because of the recharge from summer (wet season) rains and the associated curtailed local irrigation pumping. Water Levels General Water levels in wells in discharge areas typically rise as the depth of penetration of the well increases, but few data are available to quantify differences in the levels in shallow and deeply penetrating wells in the Floridan aquifer system in the county. Geraghty and Miller, Inc. (1981b) reported that the water level of a well that is 901 feet deep (well 41F) was 3.5 feet higher in December 1980 than that in a nearby well 740 feet deep (well 37F). Water levels of wells cased into the Lower Floridan aquifer are probably at least several feet higher in altitude than the levels of wells 64 442 6 N 0 O 00 zo N 1* O LO O O co o in o in o LO 0 0 N N 65 M 00 rn v o' v c v v 0 U - i a a t O N U v v a� 0 c CL I I 7 v+ i� O N 0 O Ip In N 0 K) LO V) O d' to q - O LO to 0 O 0o 1. ........::.:: : I h. T .... V) — V) R O rn rn NN CIV CO 04 n M (n •�4.P/ �N to d I M M lF M a00 0z v stn / 4Awp oF--o- L7 a c� c Ln z r- v a. $ N ui I t a0 0 o�L 0V O I �tz' to/ �, N co I � v 5j C) E M• �� M l w oz o I wz °o— ww •ao M I i aFP I Hd L� M M /M 36 �� �WWt �goE o w f- / / cn O �w — / c 7 N � >-c X-04� t- Dc • • o = v cn: I N>�oo oCkc� cn o m;mov�— odw .,> m V :: • 0 3 p C- 60 Q - Z L V v •y a>i .y o �5ay.0w > —::.Fa) E v Ovm :)c ( N N U O ,rj cw °� Z-- v - ., o �. w �- p �v v E I m mIo w f- oQ,u I �; m 7 w 20-00 � L H — — – — – ''.1 0I 4 a 3 00 V -1030S0 w w 0 5a y W I — O b O to O LO M r+7 0 0 r r\ N N 66 M 00 rn v- 0 CL D 0 U m E 0 c U O Q. in the Upper Floridan aquifer. However, most wells in the Upper and Lower Floridan aquifers are cased only into the Hawthorn Formation; so water levels, particularly in the Lower Floridan, are resultant combination heads. The hydrographs of two Tong -term observation wells completed in the Floridan aquifer system illustrate water -level fluctuations in a heavily irrigated area (well 23F in fig. 45) and the fluctuations in an area little affected by pumping (well 168F in fig. 46). (See fig. 47 for locations.) A comparison of the hydrographs and analysis of water -level data collected for compilation of biannual potentiometric surface maps show that September water levels generally range from 2 to 5 feet higher than May levels. However, in heavily pumped areas, water levels may decline as much as 15 feet between September and May if rainfall is deficient. The rainfall deficiencies of about 12 inches in 1980 and about 7 inches in 1981, and the probable effects of regional pumping, resulted in a record low May 1981 water level altitude (36.67 feet) in well 168F (fig. 46). Water levels in many other wells in the county also fell to record lows in May 1981. Water -Level Trends In Indian River County, long-term trends of water levels in the Floridan aquifer system are due to prolonged change in recharge and to water -use activities such as pumping for irrigation and public supply (development). Long-term trends due to development are difficult to ascertain because trends may be masked by the effect of variations in recharge. Water levels in the mostly undeveloped western part of the county are about 8 to 10 feet lower than those estimated for predevelopment time in the early 19301s. Water -level data in table 7 shows that levels in the Floridan aquifer system in eastern Indian River County have declined about 16 to 24 feet in the 50 -year period 1934 to 1984. The greatest decline occurred in the' period 1934 to 1971. Since 1971, levels have apparently stabilized. At Avon Park in Highlands County, which is in a recharge area of the Floridan aquifer system, water levels show a similar, but greater, pattern of decline. There, water levels declined about 28 feet between 1934 and 1978. The hydrograph of well 168F (fig. 46) indicates no overall trend in the period 1976 to 1985. Brown and Reece (1979, pl. 3) reported no significant upward or downward trend of water levels in the Floridan aquifer system in the period 1970 to 1977 in adjacent St. Lucie County. The hydrograph of well 23F (fig. 45), in the Indian River Water Control District, suggests a downward trend from 1959 to 1971 and possibly an upward trend since 1972. In the future, water levels in the Floridan aquifer system may decline in the Fellsmere area because of added stress on the system by planned expansion of agricultural irrigation. Water levels may also decline in the vicinity of the county's Oslo Road reverse osmosis plant as pumpage there for public supply increases. However, in some areas of the county water levels in the Floridan aquifer system probably will rise because of reduced irrigation pumpage due to urbanization. In the Indian River Water Control District and the Wabasso Beach area (fig. 1), for example, water levels will probably rise because irrigation pumpage will continue to decline as more citrus groves are replaced with urban -type developments that use public - supply systems. The amount of water used for public -water supply is not 67 445 LL M N W 3 00 :•N 7 O •: •:.;.;: •:I U � � U � O — 3aai°c z° m --��moOdOi N: I no clcn :I �O i=+� I O) I u7 Q1 r t�0 :I 03 :E: M G 'I M �...I - - .....,..r.. ooaomoraem6� dN d0 M to M M M to N -13A3-1 H3S 3AOSV 1333 NI '-13A3-1 U3.LVM 68 Ito N N expected to equal the amount previously used for irrigation in the foreseeable future; so, in those places, water levels will probably rise unless additional demands are placed on the aquifer. 46 J W 45 J 6 44 N w 43 O Q 42 41 LL Z 40 WELL 168F 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 Figure 46. --Water level in well 168F (USGS Observation Well IR 189), 1976-85. Water Quality General Most of the water that recharges the Floridan aquifer system in Indian River County originates as rainfall on the Lake Wales Ridge, to the west, in Polk County (fig. 14). The mineralization of the water increases as it moves eastward toward the coast and by the time it reaches the discharge area that includes Indian River County, the water quality in the Floridan aquifer system contains relatively high concentrations of dissolved -solids. Saline water ranging from slightly saline to brine is present at varying depths beneath the entire county. In places, water in the Upper Floridan aquifer is fresh, particularly in the upper part. Salinity increases with depth and is a function of flushing out of the ancient seawater trapped in the sediments during an earlier geologic time (Sprinkle, 1982). Water movement is generally sluggish (Miller, 1986, p. B63) in the Lower Floridan aquifer where little flushing has occurred and the water is briney. k 69 447 N LIQ K) O Ln I LL. M LL co i r - I H uh I Q I IO U in U n , _ v N Y W W I _J r- 00 IY I H 0 J J � ( Y a t0 • I IC14 \ CD I w I E�� I � I= I 0-0 h N I m a U' I O O O I uh o Q I IO U d U n , LL O I LO r- 00 IY I H m J O LL Go _ I U IC14 \ CD I w I E�� I � w I 0-0 h m a Flo O I I I 0 Q) � '00 `d1030SO w w J.2'6 � � Y I I 0 m LL- uh o in o IO U d n ,d. O I LL1 r- 04 U N J �L o I E�� I � I 0-0 a Flo Q�.y I I 0 Q) � J.2'6 � � Q lL I I Z Z (U� O 3c 0 O x w m = Z O � o Z LL U O I f w w cn Q 3 x? Q I Y J LL- X W I I o uh o in o Liz d d n O r r- 04 N 70 Table 7.--Ground-water levels at selected sites in Indian River and Highlands Counties, 11934, 1951. 1971. and 1984 [Water levels are in feet above sea level] Avon Park Year Vero Beach Fellsmere Sebastion (Highlands Co.) 1934 48 (Feb)' 55 (Aug)' 46 (Aug)' 105 (Feb)2 1951 40 (Oct) 48 (Oct) 37 (Oct) 92 (Apr) 1971 28 (May) 34 (May) 30 (May) -- 1984 30 (May) 31 (May) 30 (May) 78 (May) 'From Stringfield (1936). 2Estimated from nearby measurements made in Highlands and Polk Counties. The water quality of a well completed in the Floridan aquifer system is a composite of the quality of water in the various producing zones penetrated by the open borehole. Water -quality data from Bermes (1958), Crain and others (1975), and unpublished data indicate that water from the Floridan aquifer system is generally hard and relatively high in dissolved solids. Most water is of the sodium chloride type. Chloride, bicarbonate, and sulfate are the major anions, and sodium, calcium, and magnesium the major cations. Potassium and strontium are common minor constituents. Trace amounts of other ions are also present. The distribution and values of salinity as measured by dissolved -solids concentrations are similar to chloride concentrations in the Floridan aquifer system. Concentrations of chloride and dissolved solids commonly exceed the Florida Department of Environmental Regulation (1982) maximum contaminant level for public drinking water systems (250 mg/L for chloride and 500 mg/L for dissolved solids where alternate supplies of lower concentration are available). Lateral intrusion of saltwater from the Indian River or the Atlantic Ocean into the Floridan aquifer system is not possible under current conditions because of the aquifer's high head along the coast (at about the 30 -foot altitude), and because the freshwater -saltwater interface is a considerable distance offshore. The high Floridan heads, responsible for discharging conditions throughout the county, also prevent pollutants on the land surface from moving downward into the Floridan. Pollutants could be introduced into the aquifer from recharge areas, mostly outside the county, or heavy pumping could cause local upconing of very saline water from depth. Variations of Chloride Concentration in Wells Sprinkle (1982) reports that significant chemical differences may be found in the water from nearby wells, or from the same well from year to year, in the area that includes Indian River County. Therefore, recognition of a trend in chloride concentration in the water from individual wells is difficult to ascertain. An example is the water from well 20F (fig. 48) in which chloride concentrations of water from well 20F (fig. 48) ranged from 71 449 700 600 500 300 It w ~ 200 J X w a 300 V) Q 200 O 100 i Z Z 600 O Q 500 H W 400 0 Z O 0 300 W 0 cr 200 O = 900 0 800 700 600 CONTINUOUSLY FLOWING WELLS PERIODICALLY FLOWING WELLS �ti�, I wwwwwwwwwwwwwwwww wwwww.a�■■w�■■+�wwww._ ■� ��■a��� ���rli��■3iY�YAFi� • Figure 48. --Chloride concentrations in water from continuously flowing and aperiodically flowing wells. 72 450 210 to 540 mg/L during a 14 -month sampling period. Fluctuations of chloride concentration in the water from a well may be related to head changes and changes in flow contributions of producing zones. Also, pumping during the dry season could lower heads enough to cause some upconing.of saline water -- particularly in wells completed in the Lower Floridan aquifer. Variations in the chloride concentration of water from a well sampled periodically may also be due to sampling technique or to the geohydrologic characteristics of the well. Water -quality sampling techniques are designed to provide data that are representative of water in the aquifer. For this study, samples were taken from either shut-in or actively flowing wells. Samples from shut-in wells were taken at the wellhead by opening a valve and allowing water from the well to flow. Samples from flowing wells were taken from the discharge pipe or from a spigot on the well. Most sampling was done periodically -- generally for chloride concentration determinations. An important factor in sampling is to ensure that only native aquifer water is sampled. Barraclough (1962, p. 75) reports that in Seminole County (central Florida), the most important index of chloride concentration in water from some flowing wells is not changes in water level but the period the well is allowed to flow prior to sampling. Chloride concentrations of water from an observation well in Seminole County ranged from 65 mg/L at a flow period of 5 minutes to 290 mg/L for flows longer than 5 minutes. For this study, prior to sampling, a shut-in well was allowed to dis- charge at least long enough to evacuate and replace the water stored in the wellbore with fresh formation water. For example, for an 8 -inch -diameter well 1,000 feet deep that discharges 500 gals/min, the required time is about 5 minutes. Wellhead discharge waters that have attained a steady temperature or specific conductance generally indicate that the wellbore has been completely flushed. Most wells that tap the Floridan aquifer system in Indian River County are periodically used during dry weather periods and freeze periods. When not in use, the wells are shut-in to prevent needless discharge. Chloride concentrations of water in these periodically shut-in wells appear to vary more than the concentration in wells that flow continuously. Periodically, open wells may allow high chloride concentration water in a deep -producing zone of the Floridan aquifer system to invade an upper, better quality zone during shut-in periods. As mentioned previously, deep - producing zones in Floridan aquifer system have higher heads than the shallow producing zones. Many irrigation wells tap the Lower Floridan aquifer but are cased only to about the middle of the Hawthorn Formation. This can allow the higher head, more mineralized, water from a producing zone in the Lower Floridan aquifer to move into and contaminate a better quality producing zone in the Upper Floridan aquifer. Figure 49 illustrates the hypothetical paths of water movement in a periodically open well that penetrates the Upper and Lower Floridan aquifer. Head differentials indicate that a significant potential exists for water from the Floridan aquifer system to intrude into the surficial aquifer system through a break in a casing (fig. 49). 73 451 - — — — — — — — — - LOWER FLORIDAN AQUIFER — - — — — — — — — — - UPPER FLORIDAN AQUIFER CORRODED THROUGH CASING J 3 x w w J W WW F- O 3 CONTRIBUTING M w ZONE o? c xv� Uj W Iz oZ w�; c 0 O M 11 - - - - WATER TABLE- SURFICIAL AQUIFER SYSTEM INTERMEDIATE CONFINING UNIT UPPER FLORIDAN AQUIFER MIDDLE SEMICONFINING UNIT r- POSURFA ES TENTIOMETRIC ` LAND SURFACE LOWER FLORIDAN AQUIFER DISCHARGING SHUT—IN WELL WELL BOTTOM OF CASING CEIVING ZONE Figure 49. --Hypothetical paths of ground—water movement in wells that penetrate both the Upper and Lower Floridan aquifer. 74 452 The volume and quality of water that moves into or intrudes a receiving zone (fig. 49) in a shut-in or flowing well is directly related to head differentials, transmissivities, water density, the water quality of the producing zones, and to time. If a shut-in well is allowed to flow, the time required to evacuate the intruded zone in the Floridan will be longer than the time the well was shut-in. This is due to blending of the water in the intruded zone and the hydraulics of flow in the zone. The plot of the chloride concentrations in water from well 148F (fig. 48) illustrates the effect of shutting -in a flowing well for a period of time. Prior to being shut-in, chloride concentrations ranged from 650 to 680 mg/L. But after the well was shut-in (January 1984), the chloride concentration began to rise, reaching 860 mg/L by mid-February. The chloride concentration remained at 860 mg/L for several months with the well shut-in. After the well was opened and allowed to flow, the chloride concentration declined rapidly to 710 mg/L and continued to decline with time thereafter until it reached the previous concentration of open conditions. The decline in chloride concentration is probably due to the slow release of mixed -quality water from an upper -producing zone that had been intruded by relatively high chloride water from a lower zone. Many wells that flow continuously appear to reach an equilibrium of hydrologic conditions in which temporal and recharge -discharge changes have little influence on the chloride concentration of water in the wells. Chloride concentrations in water from flowing wells 84F, 132F, and 194F (fig. 48) show little fluctuation though their period of record covers several seasons and include seasonal variations in precipitation and pumpage. Water from wells periodically open and wells recently drilled may exhibit considerable variations in chloride concentration because equilibrium conditions have not been attained. (See well 20F in fig. 48, a relatively new well, for example.) Chloride concentrations of the water in recently drilled wells may often increase with time and concomitant decline in head. The period of time required for a well to reach water -quality constancy may vary with the hydrologic environment of the individual well and its use and could be years. Distribution of Chlorides Chloride concentrations of water in the Floridan aquifer system may vary considerably both areally and vertically as well as temporally. Predictions of chloride concentration at a particular location cannot be made with certainty, but generalizations can be made based "on patterns of occurrence. Figures 50 and 51 are highly generalized maps that show the distribution of chloride concentrations of water from wells that tap the Upper Floridan aquifer and both the Upper and Lower Floridan aquifers, respectively. Most of the data used to compile the maps were collected in 1983 --some data are from the 1984-85 period. The wells that tap both the Upper and Lower Floridan aquifers probably derive most of their yield from the Lower Floridan which generally contains more highly mineralized water. Chloride concentrations generally increase slightly with depth in the Upper Floridan aquifer but may increase rapidly with depth in the Lower Floridan. Therefore, the concentrations shown for water mostly from the Lower Floridan 75 453 O It 1* In LO Z:) 00 O O � In I In O U") O 0 0 N W v N p — U N ;C NC o ; o 7 � C14i p/N I � N p cp o.yv D�� y Q� I ,fid J O N O In O In O U") 0 0 N N 76 a - v c v v `o a� a OL D OL v 0 U) N 3 E O w N v 3 W 0 0 O v d C 0 L U I I 0 Ln 7 LZ 0 N Z3 00 N 0 O d- d - O LO b LO 0 O 00 O �O O �O O LO d d- M M 0 0 t\ QOl N III) O N 00 � - _ • IIS ���I II�� 0 m _ d0' 0t`IW U y c to cri O lip • D TO 6l • • to -i d t L o a:fi p, Ol 0 I I I E�3 I 00 to 0 LO �0 � plp o � - OCL- N O O �O O �O O LO d d- M M 0 0 t\ QOl N III) O N 00 � 0 m d0' 0t`IW U y c O • D TO • • to -i d t L o a:fi I I I E�3 I 00 to 0 LO �0 � plp o � - OCL- N O C) C) �• M •to O I� I I • U QLn 'n Q W ..::::::;:. ' ` O O 0 v' 00 0) to° ,n al o ItTri L 0 a g LO uE WIt •Q n •Q W C m Its O to W 0 c O O Ir- O c o Z0L d i W Q LLJ � o ° t I ` •. 0 �� O I i cL :1cOia CU N p W 3 _ "OU W o n LOO V-1030SO W x o W UZ O �O O �O O LO d d- M M 0 0 t\ � N N 77 kn kn rt aquifer are more variable than for water in the Upper Floridan aquifer because differences in well depths may cause large differences in chloride concentration. The highest concentrations for both aquifers are found on the east (downthrown) side of the fault along the Indian River. Chloride concentrations in water from wells that yield mostly from the Upper Floridan aquifer range from 20 to about 1,400 mg/L. The lowest concentrations are in the area of the Talbot terrace (figs. 2 and 50). Concentrations less than 250 mg/L are found in about half the county -- generally in the western, southwestern, and central part. Areas of less than 250 mg/L concentration occur as patches oriented parallel to the coast along the trace of the Atlantic Coastal Ridge (figs. 2 and 50). These patches may be pockets of freshwater that were trapped in the aquifer during a low stand of the sea during the Pleistocene Epoch (Tibbals, in press), or as theorized by Crain and others (1975, p. 49), may represent areas of recharge to the Upper Floridan aquifer. The highest concentration of chloride in water from the Upper Floridan is between the Talbot terrace and the Atlantic Coastal Ridge in the northern part of the county (figs. 2 and 50). The high chloride concentrations found in water from some Upper Floridan aquifer wells may be in those places where the underlying middle semiconfining unit is relatively permeable, thin, or breached. There, pumping could more readily cause upconing of high chloride concentration water from the Lower Floridan aquifer into the Upper Floridan aquifer. Chloride concentrations in water from wells that yield mostly from the Lower Floridan aquifer range from 290 to 2,920 mg/L. In the eastern half of the county, water from these wells generally have chloride concentrations higher than 500 mg/L. Chloride concentrations ranging from 700 to 1,050 mg/L occur in a large area between the Atlantic Coastal Ridge and the Ten - Mile Ridge (fig. 51). Concentrations of 400 mg/L or less occur as a narrow band along the trace of the Atlantic Coastal Ridge in the northern half of the county and a northeast oriented band of 300 mg/L or less is centered at the junction of State Highways 60 and 512. The high chloride concentrations of 910 mg/L in water from well 154F (near Wabasso Beach) and 1,050 mg/L in well 47F (south of State Highway 60 and east of I-95, figs. 1 and 51) may have been caused by their relatively heavy pumping and their greater depth than nearby wells. Trends in Chloride Concentrations The recognition of any time trend in chloride concentrations of water from wells is essential to management of the county's water resources. Figure 52 shows the chloride concentrations of water from 26 wells in the Floridan aquifer system. These same wells were sampled at three time intervals during the period 1951-84. The following table gives the average chloride concentrations for the time intervals. Sampling period Average chloride concentration (mg/L 1951-52 369 1968-71 424 (increase of 15 percent) 1983-84 451 (increase of 6 percent from 1968-71 and 22 percent from 1951-52) 456 78 N 0 M in M O In b Lr) 0 0 DO ���' _ • • ~ P O 1-�- LLJ cr- to I M � �o O Ln 61 et M M 0 0 i\ r - C14 N �I W W l Z0 N nol in OO I� Olp OMD I • I W W Z in 0 g J � LLJ 00 0 _ U oLo 00 tf1030S0 W X • Y W jail jad swoj6llllw w 'uoiIwlueouoo apuolyo O M O �o O Ln et M M 0 0 i\ r - C14 N 79 W -t t� aOOOO arn C �� a� rn LZ r- tn Chloride concentrations increased more than 10 percent in 11 of the 26 wells between the period 1951-52 and 1968-71, but concentrations increased more than 10 percent in only 5 wells between the period 1968-71 and 1983-84. Crain and others (1975, p. 53) compared chloride concentrations of water from wells in the Floridan sampled in 1951-52 to that of samples collected in 1968-71 and found a small increase in chlorides in the eastern part of the county north of Winter Beach and a small decrease in chlorides south of Winter Beach. Data obtained for this study in 1983-84 shows that chloride concentrations increased about 25 percent in T33S (Township 33 South), R39E (Range 39 East), south of Vero Beach, between the periods 1951-52 and 1983-84. (See fig. 1 for Township and Range locations.) In T32S, R39E--the Vero Beach area --the increase was about 18 percent. In T31S, R39E--the Sebastian area --the chloride concentration decreased by 11 percent. The decrease may be due to the plugging of unused flowing wells. The overall increase in chloride concentration in the three town- ships was only 9 percent between the 1951-52 and the 1983-84 period. Average chloride concentrations in the townships for the three sampling periods are given in the following table. 1951-52 1968-71 1983-84 Township. Number Average Number Average Number Average and of wells chloride of wells chloride of wells chloride range sampled (my -/L) sampled (mg/L) sampled (mg/L) T31S, R39E T32S, R39E T33S, R39E Total Average of all samples 45 488 13 462 23 436 21 313 16 334 17 370 23 424 14 450 18 529 89 --- 43 --- 58 --- 408 415 445 Data from four Floridan aquifer system wells in a grove at Wabasso Beach show no increase in chloride concentration from the 1940's to 1984. However, the chloride concentration of water from well 177F, completed in the Lower Floridan aquifer, rose from 378 mg/L in 1951 to 540 mg/L in 1983. The chloride concentration in 1969 was 535 mg/L. Chloride concentrations of water in the Upper Floridan aquifer are increasing in the Vero Beach area. In the city well field, the chloride concentration of water from well 94F increased from 285 mg/L in November 1976 to 384 mg/L in May 1985 (35 percent increase). Chloride concentrations of water from well 93F increased from 300 mg/L in April 1979 to 476 mg/L in May 1985 (59 percent increase). Except for 1950, the following table shows a progressive upward trend in chloride concentration since 1921 in water from well 73F at the old Vero Beach Power Plant. Year 1921 1924 1949 1950 1951 1983 Month Aug. Oct. -- Oct. Jan. Dec. July Chloride (mg/L) 270 291 455 625 550 630 790 80 Well 73F has been out of service and shut-in for many years. High chloride concentration water from the lower part of the well may have substantially infiltrated the upper, better -quality zones. On a countywide basis, the chloride concentrations of water from wells in the Floridan aquifer system have apparently not changed significantly in the 15 -year period 1968 to 1983. Brown and Reece (1979, pl. 6) report that chloride concentrations of water from wells in the Floridan aquifer system did not change significantly during the 20 -year period 1957-77 in the area that includes St. Lucie County --the adjacent county south of Indian River. A few localities and some individual wells have shown increases in chloride concentration, but the increases probably reflect a local condition rather than a general trend. Effect of Irrigation Water from the Floridan Aquifer System on the Quality of Canal Water Crain and others (1975, p. 53) reported that major canals that drain the eastern part of the county had similar water quality. Large quantities of relatively poor quality irrigation water from wells in the Floridan aquifer system commonly mix with higher quality surface water and water from the surficial aquifer system in the canals. However, the quality of water present in a canal at a given time varies widely with the relative propor- tions of rainfall, irrigation water from the Floridan aquifer system, and ground -water contribution from the surficial aquifer system. The variation in water quality, as indicated by specific conductance, was determined for South Canal at 43rd Avenue (fig. 53) from February 1983 to September 1984. The specific conductance of canal water is generally highest during the dry season (November through June) because flow in the canal consists largely of irrigation water from the Floridan aquifer system. During the wet season, much of the canal water is rainfall and surface runoff, and specific conductance is relatively low. Figure 53 shows the effects of discharge from Floridan aquifer system wells and rainfall on the water quality of South Canal. The specific conductance of water in the canal generally ranged from 900 to 1,700 pS/cm (about 250 mg/L and 450 mg/L chloride, respectively). The specific conduct- ance was lowest (540 pS/cm) in October 1983 when the monthly rainfall totaled a record high 15.58 inches. The highest specific conductance of 2,880 pS/cm (about 850 mg/L chloride) was in May 1984 following a month with only 1.02 inches of rain. Large quantities of water from the Floridan aquifer system are apparently used for freeze protection of citrus groves. In December 1983, temperatures dropped below freezing for three consecutive days, December 25, 26, and 27. The conductance of canal water was 2,700 pS/cm on the 27th, but declined to 1,120 pS/cm on January 6th. During part of the dry season, generally about November through February, natural requirements for water by citrus trees diminishes as average daily tempera- tures decline, so little irrigation water is needed. For example, conduct- ances remained comparatively low in November 1983 and January 1984, though rainfall was only 1.58 inches (average is 2.55 inches) and 2.02 inches (average is 2.43 inches), respectively. 81 459 U 3,000 0 N N Q 2,500 W w Irrigation 2 pumping Q 2,000 01- D �W ZU U 1,500 w a U li N W w 1,000 dI V)w U) (Y 500 U i Z _ 0 Freeze - protection pumping \--Irrigation pumping J F M A M J J A S 0 N D J F M A M J J A S 0 1983 1984 Figure 53. --Specific conductance of water in South Canal at 43rd Avenue and precipitation at Vero Beach. WATER USE General N 16 = 14 U 12 Z 10 Z 8 6 . 4 J 2 Z 0 Q The main public -water systems in the county are the cities of Vero Beach and Sebastian, and the county plant on Oslo Road. Figure 54 is a graph of the annual pumpage for Vero Beach, 1954-84. An undetermined amount of water used for irrigation originates from the dewatering of marshland. Large tracts of land previously part of the St. Johns Marsh east and south of Blue Cypress Lake are dewatered to grow citrus. Continuous pumping is needed to lower the near -surface water table enough to allow agriculture. Because dewatering is done throughout the year, including the dry season, the amount of water pumped may be large. Some of the water pumped from dewatering is ultimately used for irrigation. 82 460 10 Q 0 Ir W 8 a V) z 0 J J 6 Q O z 0 J J � 4 z w O 2 Q a a M 1955 1960 1965 1970 1975 1980 1984 Figure 54. --Annual pumpage by the city of Vero Beach, 1954-84. The following table gives the estimated water use in Indian River County for 1984. Total 46.73 105.24 151.97 'Excludes irrigation water obtained from dewatering. 83 461 Ground Surface Water use water water Total (Mgal/d) (Mgal/d) (Mgal/d) (percent) Public 8.5 0 8.5 5.6 Domestic 8.0 0 8.0 5.3 Industrial .23 0 .23 .1 Irrigation' 30 105 135 88.8 Thermoelectric 0 .24 .24 .2 Total 46.73 105.24 151.97 'Excludes irrigation water obtained from dewatering. 83 461 Use of Water from the Floridan Aguifer System for Public -Water Supply Prior to the 1980's, most water from the Floridan aquifer system could be used only for irrigation, because its high mineral content generally made the water nonpotable. However, with the advent of the reverse osmosis method of treatment that eliminates objectionable minerals, and with declin- ing treatment cost, water from the Floridan aquifer system can be used as a source for the production of potable water. In places, particularly along the barrier beach, where the surficial aquifer system cannot provide enough freshwater for public supply, reverse osmosis facilities are often used. In June 1985, the county -owned reverse osmosis treatment plant near Oslo provided about 1 Mgal/d of water from two wells that tap the Floridan aquifer system to its service area south and west of Vero Beach. Another reverse osmosis treatment plant (North Beach Water Company) at Wabasso Beach has supplied about 0.06 Mgal/d of water from two wells in the Floridan aquifer system to the supply system on the Barrier Island between January and May 1985. Irrigation Water Use Approximately 124,000 acres (35 percent) of the total area of Indian River County (351,000 acres) are in agricultural use. About 94,000 acres (76 percent) are irrigated with large quantities of water from wells that tap the Floridan aquifer system. Agricultural land is used chiefly for citrus groves, pasture, and truck farming. Small acreages are used for other types of agriculture (nurseries and tropical -fish farming, for example). Irrigation is greatly reduced or ceases during rainy periods but commonly resumes shortly thereafter. Most irrigation is done during the latter part of the dry season, which extends from November through April or May, but with the approach of the rainy season (June through October), extended dry periods commonly occur and water use for crop irrigation may be considerable. The changes in land use affecting the pattern of irrigation in the county will probably continue in the future. Along the main north -south road in the county (U.S. Highway 1), and along the main east -west road (State Road 60), urban development is replacing groves, so irrigation water use there is decreasing. In other areas, such as near Fellsmere, large areas of citrus groves are being planted. Irrigation water use in these places will increase accordingly. On the Barrier Island, north of Vero Beach, land use is changing from citrus groves to mostly residential. Bermes (1958, p. 39) reported that 6.8 Mgal/d of irrigation water was withdrawn from about 90 wells in this area during 1951. If the current trend continues as predicted by county planners, most of the groves on the Barrier Island will probably be replaced with urban development in the next decade (1985-95), so irrigation water use will be minimal. Additional public -water supply systems using the reverse osmosis treatment will probably be installed. The amount of water used for public -water supplies will probably never exceed the amount that was previously used for irrigation. 462 84 Two types of irrigation systems are generally used in the county --flood and low volume (microjet); some overhead sprinkling is also done. In the flood system, water is applied by ditches or laterals that radiate from large open canals. In low-volume irrigation, water is typically distributed by pipeline and applied as a small jetspray to each tree in the grove. Flood irrigation, which currently uses mostly surface water, is still used by the majority of groves, but the low-volume system, which commonly uses ground water, is steadily increasing in use. The low-volume system is considered more efficient because evaporation is minimized during applica- tion. As the use of the low-volume system increases and replaces the flood - irrigation system, the use of ground water will increase and the use of surface water will decrease. However, ground -water use could possibly decline or remain about the same if large tracts of groves are converted to urban development. Data are currently (1985) not available on the amounts of water required for low-volume irrigation. In 1984, an estimated 78 percent of the water used for irrigation was surface water (105 Mgal/d) and 22 percent was ground water (30 Mgal/d). The amount of water withdrawn from the Floridan aquifer system and used for irrigation in the county is difficult to ascertain. An irrigation -use inventory that shows areal and seasonal distribution of discharge from the Floridan does not exist. Pride (1973) reported that total irrigation use (surface water and ground water) in 1970 was 132 Mgal/d. Prior to 1985, many estimates of water use for irrigation in the county were based on permitted use which did not consider seasonal rainfall and surface -water storage. For example, contribution of water from the Floridan aquifer system in 1970 was reported as 100 Mgal/d--up 50 Mgal/d from 1951 (Crain and others, 1975 p. 28). After considering the factors of seasonal rainfall and surface -water storage, Marella (1986, p. 70) reported total agricultural - irrigation use in 1985 as 135.61 Mgal/d. Ground -water and surface -water uses were reported as 28.43 Mgal/d and 107.18 Mgal/d, respectively. SUMMARY AND CONCLUSIONS Indian River County has an area of 549 mit. Much of the drainage in the county has been drastically modified since the 1900's and is presently (1985) undergoing further change. Vast sections of the St. Johns Marsh that previously were part of the St. Johns River drainage area in the western half of the county have been diked and channeled for agricultural use. Most drainage is now eastward to the Indian River. In the eastern part of the county, residential and commercial developments are replacing citrus groves. The surficial aquifer system and the Floridan aquifer system are the sources of all ground water used in Indian River County. The two systems contain ground water that ranges in salinity from fresh to brine. High chloride concentration is the chief water -quality problem in the county. In eastern Indian River County, the surficial aquifer system consists of a 100- to 150 -foot -thick "clastic zone" (combined Holocene deposits and Fort Thompson and Anastasia Formations) and an underlying 0- to 60 -foot -thick "shallow rock zone" (Tamiami Formation). The thickness of the surficial aquifer system generally increases in a southerly direction, from about a 100 feet in the northern part of the county to about 200 feet south of State Road 60. 85 463 The Floridan aquifer system consists of about 2,800 feet of carbonate rocks, subdivided on the basis of permeability, into the Upper Floridan aquifer (about 350-650 feet thick), the middle semiconfining unit (about 20-120 feet thick), and the Lower Floridan aquifer (about 2,000 feet thick). The surficial and Floridan aquifer systems are separated by a low permeability rock unit known as the intermediate confining unit. Transmissivities of the surficial aquifer system range from 1,500 to 11,000 ft2/d. Transmissivities tend to be lower in the shallow rock zone than in the clastic zone. At Vero Beach, where wells penetrate both zones, transmissivities range from 2,400 to 6,300 ft2/d. Specific capacities range from 21 to 70 (gal/min)/ft in eastern Indian River County, and range from 9 to 36 (gal/min)/ft in the Vero Beach well field. Yields of wells that tap both the clastic and the shallow rock zones in the Vero Beach well field are as much as 1,200 gal/min. The lowest well yields in the county (less than 10 gal/min) occur in marsh areas in the central part of the county. Water levels in the surficial aquifer system in eastern Indian River County may vary substantially from one location to another. Water levels generally fluctuate in response to seasonal changes in climate and pumping from wells but may also fluctuate in response to manipulation of flows in the drainage network in the county. Water levels in the Vero Beach well field during the May 1981 drought, were as low as 39 feet below sea level in wells that tap the surficial aquifer system; levels were lowest east and north of the airstrip. In May 1984, water levels had recovered substan- tially and were only 11 feet below sea level in some wells. However, water levels remained lowest near the airstrip. Yields of many wells in the Vero Beach well field decreased in 1981 owing to the large drawdowns in the surficial aquifer system caused by long- term, continuous pumping. The problem was alleviated by implementing a well field management program that involved alternating withdrawals between sets of wells spaced far enough apart so as to minimize interfering drawdowns. In addition, a few wells were deepened to penetrate the shallow rock zone, and several new wells were installed to replace abandoned wells. Pumpage in the Vero Beach well field approximately doubled during the 10 -year period 1975-85 and peaked to about 9.5 Mgal/d in the spring of 1981, during a major drought. Coinciding with the increase in pumpage, however, water levels in the surficial aquifer system declined in the vicinity of the Vero Beach well field. Water -level measurements made in the surficial aquifer system near the Vero Beach well field in April 1971 and May 1984 indicate that water levels generally declined about 15 to 19 feet. The surficial aquifer system in Indian River County is recharged mostly by infiltration of rainfall and by some periodic downward percolation of irrigation water. The aquifer receives little recharge from the underlying Floridan aquifer system because, though heads in the Floridan are generally higher than heads in the surficial aquifer system, a thick section of low permeability strata (the Hawthorn Formation) effectively separates the surficial and Floridan aquifer systems. Discharge from the surficial aquifer system is from seepage to the ocean, lakes, rivers, and canals; evapotranspiration; and withdrawals from wells. 86 464 Chloride concentrations in water from wells in the shallow rock zone in eastern Indian River County are generally below 100 mg/L except along Sebastian Creek and the Barrier Island where concentrations exceed 250 mg/L, and the east Vero Beach well field area where concentrations range from less than 100 to more than 1,000 mg/L. Water from observation wells east of the Vero Beach well field and approximately 1,000 feet west of the Indian River, have chloride concentrations greater than 20,000 mg/L. Chloride concentrations in water from wells in the clastic zone also increase in an easterly direction, but concentrations are not as high as those in water from the shallow rock zone wells along the Indian River. Chloride concentrations in the clastic zone are generally less than 250 mg/L west of the Indian River but exceed 250 mg/L on the Barrier Island. The high chloride concentration in some wells that tap the surficial aquifer system may be due to the intrusion of seawater or the intrusion of water from the Floridan aquifer system. Water from the Floridan aquifer system can be introduced into the surficial aquifer system by upward leakage. around the casing of wells in the Floridan, corroded -through well casings, or by downward infiltration of irrigation water from the Floridan aquifer system. Excluding the area east of the Vero Beach well field, the greatest chloride concentrations in water from wells in the surficial aquifer system generally occur south of Main Canal. Concentrations are lowest in the area of the airstrip coincident with the area of maximum drawdown in the Vero Beach well field. Chloride concentrations have increased in a few wells in the well field but changes have been relatively small. Between 1976 and 1983, the average chloride concentration in six production wells increased about 36 mg/L. However, average concentrations in four other wells were unchanged. The increases in chloride concentrations occurred in wells scattered throughout the area and were probably related to the increase in well -field pumpage from 5.44 Mgal/d in 1976 to 8.00 Mgal/d in 1983. Assuming the surficial aquifer system receives 10 inches of natural recharge per year, about 67 Mgal/d of water is theoretically available for withdrawal in eastern Indian River County. This implies that sufficient water may be available for public -supply use in the foreseeable future in the county if development does not reduce the natural recharge rate and withdrawals are properly managed. In the eastern part of the county, high - yielding wells completed in the surficial aquifer system are most likely to be found along the Atlantic Coastal Ridge west of U.S. Highway 1. Problems relating to saltwater intrusion of the surficial aquifer system can be minimized if all new wells are tested for saltwater during installation and production, and if all unused wells in the Floridan aquifer system are plugged from bottom to top. The occurrence and extent of salt- water intrusion into the surficial aquifer can be assessed only if long-term water -quality -monitoring programs are maintained. About 65 percent of all ground water used in the county is from the Floridan aquifer system. The system, which is about 2,800 feet thick, in descending order, consists of the Upper Floridan aquifer, the middle semiconfining unit, and the Lower Floridan aquifer. The hydrology of the 87 465 Floridan aquifer system is complex, and considerable variation in yield and water quality may be found in nearby wells of equal depth. The permeability of the Upper Floridan aquifer generally is higher than the Lower Floridan aquifer. The most productive water -yielding zones are in the Avon Park Formation in the Upper Floridan aquifer. The Lower Floridan aquifer may also be productive in places. Wells more than 700 feet deep in the eastern part of the county are probably completed in the Lower Floridan aquifer. Transmissivities of the Floridan aquifer system as determined from individual aquifer tests range from about 10,000 f t2/d from a well in the Upper Floridan aquifer to 1.5 x 106 ft2/d from an injection well completed in the Boulder Zone in the Lower Floridan aquifer. However computer model simulations of the regional ground -water system, indicate that, generally, transmissivities are in the range of 65,000 to 200,000 ft2/d. Specific capacities of 37 wells, that tap the Floridan aquifer system range from 1 (gal/min)/ft to 200 (gal/min)/ft), with a median of 67 (gal/min)/ft. Specific capacity data indicate lower than average specific capacities in western Indian River County, higher than average values in the central part, and probably low values east of a fault trace along the Indian River. Most wells completed in the Floridan aquifer system flow. Measured flow rates range from 30 to 2,000 gal/min with a median of 650 gal/min. A flow of 6,000 gal/min is reported from a well completed at a depth of 1,350 feet. Wells in the Floridan aquifer system are generally capable of yielding several hundred gallons of water per minute. Inventoried irriga- tion wells range from 233 feet to 1,272 feet in depth --median depth is 700 feet. Average well depths have increased from about 650 feet in 1950 to about 900 feet in 1985 in response to a demand for higher well yields. Well casings generally extend only into the intermediate confining unit (Hawthorn Formation), which directly overlies the Floridan aquifer system. Many wells are uncased at depths below about 200 feet. Corroded -through steel well casings are a significant problem, and the use of plastic (polyvinyl- chloride) casing is becoming common. More than 90 percent of inventoried wells in the Floridan aquifer system are used for irrigation. In those places where yields or water quality from wells in the surficial aquifer system is a problem, water from wells in the Floridan aquifer system has been successfully used for public water supply after reverse osmosis treatment. The public supply system at Vero Beach utilizes water from two wells in the Floridan aquifer system to supplement the yield from a well field that taps the surficial aquifer system. The regional ground -water movement in the Upper Floridan aquifer is east from the recharge area in eastern Polk and western Highlands County. Natural discharge is mostly upward leakage through the intermediate confining unit. The potentiometric surface of the Upper Floridan aquifer, when most stressed,in May, generally ranges from an altitude of about 30 feet along the coastline to about 50 feet on the Talbot terrace in the western part of the county. Potentiometric contours shift slightly eastward toward the Atlantic Ocean between May and September because of the recharge from summer (wet season) rains and curtailment of irrigation pumping. Water levels in September are generally 2 to 5 feet higher than levels in May, but if rainfall is deficient, levels in May can be as much as 15 feet lower than in September in heavily pumped areas. The rainfall deficit of about 19 inches during the 1980-81 drought caused record low water levels in many wells in May 1981. Water levels in wells in the Lower Floridan aquifer 88 466 probably stand several feet higher than wells in the Upper Floridan aquifer, so wells that penetrate both units have resultant combination heads of the producing zones penetrated. Long-term trends that may indicate declining water levels due to development are difficult to ascertain because variations in natural recharge may mask the trend. Water levels in the Floridan aquifer system in the generally undeveloped western part of the county declined 8 to 10 feet in the period between the 1930's and 1978, due to the effects of regional pumping. In the eastern part of the county, levels declined about 16 to 24 feet in the 50 -year period 1934 to 1984, but most of the declines occurred prior to 1976. In the future, water levels in the Floridan aquifer system may decline locally in those areas of the county where pumpage is increasing, such as in the Fellsmere area and in the area of the reverse osmosis treatment plant near Oslo. Curtailed water use in other parts of the county may allow water levels to rise, in areas such as the Indian River Water Control District where irrigation use is declining due to urban development. Water from the Floridan aquifer system is relatively highly mineralized and the predominant constituents are sodium and chloride. Salinity increases with depth and is a function of flushing out of the ancient seawater trapped in the sediments during an earlier geologic time. Water from the Floridan aquifer system commonly exceeds the Florida Department of Environmental Regulation maximum contaminant levels for public drinking water systems of 250 mg/L for chloride and 500 mg/L for dissolved -solids concentration. In places, corroded -through casings of wells in the Floridan aquifer system have allowed high chloride concentration water to intrude the surficial aquifer system. High heads, generally 10 to 30 feet above land surface, at present (1985) prevent saltwater contamination of the Floridan aquifer system from the Indian River or the Atlantic Ocean. The high heads also prevent surface pollution from moving downward into the aquifer. However, pollutants could be introduced into the Floridan aquifer system from recharge areas mostly outside the county, and heavy pumping can cause upconing of highly saline water. Periodic sampling of monitor wells would be needed to recognize incipient quality -of -water changes that could cause problems. Chloride concentrations may vary considerably both areally and vertically. Chloride concentrations in water from wells in the Floridan aquifer system that flow continuously have less yearly variation than concentrations from wells that are periodically allowed to flow. Water in the Upper Floridan aquifer is fresher and less variable in quality than water in the Lower Floridan aquifer. Concentrations generally increase slightly with depth in the Upper Floridan aquifer but may increase rapidly with depth in the Lower Floridan. Chloride concentrations in water from the Upper Floridan aquifer range from 20 to 1,400 mg/L. Concentrations less than 250 mg/L occur primarily in the western, southwestern, and central part of the county. 467 89 Chloride concentrations in water from wells that yield mostly from the Lower Floridan aquifer range from 250 to 2,920 mg/L. In the eastern half of the county, concentrations generally exceed 500 mg/L. Water with chloride concentrations of 400 mg/L or less occurs in a narrow band along the trace of the Atlantic Coastal Ridge in the northern half of the county. Anoma- lously high chloride concentrations in water from some wells probably are a site-specific condition caused by heavy pumping from a relatively deep well. Average chloride concentrations of water in the Floridan aquifer system throughout the county have increased only about 6 percent in the 15 -year period 1968-83. However, chloride concentrations in water from 26 wells sampled during a 1951-52 study increased an average of about 20 percent between the early 1950's and 1985. Chloride concentrations in the Vero Beach area are apparently increasing; concentrations in water from well 93F increased from 300 mg/L in 1975 to 476 mg/L in 1985, and concentrations in well 94F increased from 285 mg/L in 1976 to 384 mg/L in 1985. At the old Vero Beach Power Plant, chloride concentrations in water from well 73F increased from 291 mg/L in 1921 to 790 mg/L in 1983. Large quantities of moderately mineralized irrigation water from wells in the Floridan aquifer system commonly mix with less mineralized surface water and water from the surficial aquifer system in the canals ttiat are used to drain or irrigate cropland. The specific conductance of water in a typical canal, South Canal, during the water year 1984 ranged between 900 to 1,700 pS/cm (about 250-450 mg/L chloride, respectively). The highest conductance of 2,880 µS/cm (about 850 mg/L chloride) was in May 1984 when only 1.02 inches of rain fell, and the lowest conductance of 540 AS/cm (about 150 mg/L chloride) was in October 1983 which had a record high rainfall of 15.58 inches. About 8.5 Mgal/d of ground water is used for public supply in the county, mostly by Vero Beach, In June 1985, the county -owned reverse osmosis treatment plant near Oslo provided about 1 Mgal/d of public -supply water to its service area south and west of Vero Beach from two wells that tap the Floridan aquifer system. Another reverse osmosis plant at Wabasso Beach (North Beach Water Company) supplied about 0.06 Mgal/d of water from two wells in the Floridan aquifer system to services on the Barrier Island between January and May 1985. The largest use of ground water in the county is for irrigation. An additional 8 Mgal/d of ground water is used for domestic supply. Industrial and thermoelectric use of ground water is minimal. In 1984, an estimated 22 percent of the water used for irrigation in the county was ground water (30 Mgal/d). About 35 percent of the total area of Indian River County is in agri- cultural use, of which about 75 percent is irrigated with large quantities of water from wells that tap the Floridan aquifer system. Most agricultural land use is citrus groves --some is in pasture and truck farming. Changes in land use are affecting the pattern of irrigation. Urban development is replacing groves along sections of U.S. Highway 1 and State Road 60, so there irrigation water use is decreasing. In other areas, such as near Fellsmere, large areas of citrus groves are being developed--irrigation- water use will probably increase, accordingly. On the Barrier Island, 90 468 land use is changing from citrus groves to residential. Most of the groves on the Barrier Island may be replaced by urban development by 1995. At that time, water use there will probably be mostly for public supply and the amount of water used for that purpose is not likely to equal or exceed the amount that has been used for irrigation in the past. SELECTED REFERENCES Barraclough, J.T., 1962, Ground -water resources of Seminole County, Florida: Florida Geological Survey Report of Investigations 27, 91 p. Bermes, B. J., 1958, Interim report on geology and ground -water resources of Indian River County, Florida: Florida Geological Survey Information Circular 18, 74 p. Brown, M.P., and Reece, D.E., 1979, Hydrogeologic reconnaissance of the Floridan aquifer system Upper East Coast Planning Area: West Palm Beach, South Florida Water Management District Technical Map Series 79-1, plates 1-10B. Brown, R.H., 1963, Drawdowns resulting from cyclic intervals of discharge, in Bentall, Ray, compiler, Methods of determining permeability, trans- missibility, and drawdown: U.S. Geological Survey Water Supply Paper 1536-I, p. 324-330. Burns, W.S., 1983, Well plugging applications to the inter -aquifer migration of saline groundwater in Lee County, Florida: West Palm Beach, South Florida Water Management District Technical Publication 83-8, 77 p., appendix I -III. Campbell, Dean, Munch, D.A., Johnson, Richard, Parker, M.P., Parker, Bruce, Rao, D.V., Marella, Richard, and Albanesi, Edward, 1984, Section III Water administration and regional management, Chapter 13, St. Johns River Water Management District, in Fernald, E.A., and Patton, D.J., eds., Water Resources Atlas of Florida, Tallahassee, Florida State University, p. 158-177. CH2M Hill, 1979, Injection test well and multizone monitor well Indian River Plant: Hydrogeologic Report, project no. GN 54801.80; consultant's report prepared for Hercules Inc., in files of U.S. Geological Survey, Orlando, Fla., 6 chapters, appendix A -K. Cooke, C.W., 1939, Scenery of Florida: Florida Geological Survey Bulletin 17, 118 p. ----- 1945, Geology of Florida: Florida Geological Survey Bulletin 29, 339 p. Crain, L.J., Hughes, G.H., and Snell, L.J., 1975, Water resources of Indian River County, Florida: Florida Bureau of Geology Report of Investiga- tions 80, 75 p. Florida Department of Environmental Regulation, 1982, Public drinking water systems: Chapter 17-22 in Florida Administrative Code. Florida Department of Natural Resources, 1970, Florida water and related land resources -St. Johns River basin: Tallahassee, Fla., 205 p. Florida Department of State, 1978, Rules of the Department of Environmental Regulation, Water -Quality Standards, Chapter 17-3, in Florida Admini- strative Code: Tallahassee, Fla. Frazee, J.M., and Johnson, R.A., 1983, The hydrology of the post Hawthorn shallow rock zone of Brevard and Indian River Counties: Paper presented at the Southeastern Section of the Geological Society of America, Tallahassee, Fla. 91 469 SELECTED REFERENCES --Continued Gee and Jenson, 1980, Future water supply development for the City of Vero Beach, Florida: Consultant's report prepared for City of Vero Beach, in files of St. Johns River Water Management District, Palatka, Fla., 167 p. Geraghty and Miller, Inc., 1978, Availability of ground water at Hobart Park, Indian River County, Florida: Consultant's report prepared for Indian River County Commissioners, in files of St. Johns River Water Management District, Palatka, Fla., 40 p. ----- 1981a, Drilling and testing for public water supply from the shallow aquifer, Sebastian Highlands, Indian River County, Florida: Consult- ant's report prepared for General Development Corp., Miami, Fla., in files of St. Johns River Water Management District, Palatka, Fla., 45 p. ----- 1981b, Installation and testing of production and monitoring wells, South Taxing District, Indian River County, Florida: Consultant's report prepared for Indian River County Commissioners, in files of St. Johns River Water Management District, Palatka, Fla., 138 p. Johnston, R.H., Krause, R.E., Meyer, R.W., Ryder, P.D., Tibbals, C.H., and Hunn, J.D., 1980, Estimated potentiometric surface for the Tertiary limestone aquifer system, southeastern United States, prior to development: U.S. Geological Survey Open -File Report 80-406, scale 1:1,000,000, 1 sheet. Kohout, F.A., 1965, A hypothesis concerning cyclic flow of salt water related to geothermal heating in the Floridan aquifer: Transactions of the New York Academy of Sciences, ser. II, 28, no. 2, p. 249-271. Krieger, R.A., Hatchett, J.L., and Poole, J.L., 1957, Preliminary survey of the saline -water resources of the United States: U.S. Geological Survey Water -Supply Paper 1374, 172 p. Lloyd, J.M., 1985, Annotated bibliography of Florida basement geology and related regional and tectonic studies including an appendix of Florida deep well data: Florida Bureau of Geology Information Circular 98, 72 p. MacNeil, F.S., 1949, Pleistocene shorelines in Florida and Georgia: U.S. Geological Survey Professional Paper 221-F, p. 91-107. Marella, Richard, 1986, Annual water use survey: 1985: Palatka, Fla., St. Johns River Water Management District Technical Publication SJ86-5, 117 p. McKee, J.E., and Wolf, H.W., 1963, Water quality criteria (2d ed.): California State Water Quality Control Board Publication 3-A, 548 p. Miller, J.A., 1982, Thickness of the upper permeable zone of the Tertiary limestone aquifer system, southeastern United States: U.S. Geological Survey Water -Resources Investigations Open -File Report 81-1179, scale 1:1,000,000, 1 sheet. ----- 1986, Hydrogeologic framework of the Floridan aquifer system in Florida and parts of Georgia, Alabama, and South Carolina: U.S. Geological Survey Professional Paper 1403-B, 91 p. National Oceanographic and Atmospheric Administration, Climatological data, Florida, annual summaries. Parker, G. G., Ferguson, G.E., Love, S.K., and others, 1955, Water resources of southeastern Florida: U.S. Geological Survey Water -Supply Paper 1255, 965 p. Phelps, G.G., 1984, Recharge and discharge areas of the Floridan aquifer in the St. Johns River Water Management District and vicinity, Florida: U.S. Geological Survey Water -Resources Investigations 82-4058, 1 sheet. 92 470 SELECTED REFERENCES --Continued Planert, Michael, and Aucott, W.R., 1985, Water -supply potential of the Floridan aquifer in Osceola, eastern Orange, and southwestern Brevard Counties, Florida: U.S. Geological Survey Water -Resources Investigations Report 84-4135, 69 p. Pride, R.W., 1973, Estimated use of water in Florida, 1970: Florida Bureau of Geology Information Circular 83, 31 p. Seaburn and Robertson, Inc., 1983a, The North Beach Water Company reverse osmosis supply well no. 2 construction and aquifer testing report: Consultant's report prepared for the North Beach Water Co., Vero Beach, Fla., in files of St. Johns River Water Management District, Palatka, Fla., 34 p. ----- 1983b, Marsh Island reverse osmosis supply well completion report: Consultant's report prepared for Florida Communities of Vero Beach, in files of U.S. Geological Survey, Orlando, Fla., 31 p. Sprinkle, C.L., 1982, Chloride concentration in water from the upper permeable zone of the Tertiary limestone aquifer system, southeastern United States: U.S. Geological Survey Water -Resources Investigations Open -File Report 81-1103, scale 1:1,000,000, 1 sheet. Stringfield, V.T., 1936, Artesian water in the Florida peninsula: U.S. Geological Survey Water -Supply Paper 773-C, p. 115-195. ----- 1966, Artesian water in Tertiary limestone in the southeastern states: U.S. Geological Survey Professional Paper 517, 226 p. Tibbals, C.H., 1978, Effects of paved surfaces on recharge to the Floridan aquifer in east -central Florida --a conceptual model: U.S. Geological Survey Water -Resources Investigations 78-76, 42 p. ----- 1981, Computer simulation of the steady-state flow system of the Tertiary limestone (Floridan) aquifer system in east -central Florida: U.S. Geological Survey Water -Resources Investigations Open -File Report 81-681, 31 p. ----- in press, Hydrology of the Floridan aquifer system in east -central Florida: U.S. Geological Survey Professional Paper 1403-E. U.S. Environmental Protection Agency, 1976, Quality criteria for water: U.S. Environmental Protection Agency report EPA -44019-76-023, 501 p. University of Florida, 1986, Florida estimates of population, April 1, 1985, states, counties and municipalities: Gainesville, University of Florida Bureau of Economic and Business Research, Population Program, 48 p. White, W.A., 1970, The geomorphology of the Florida peninsula: Florida Bureau of Geology Bulletin 51, 164 p. 93 471 SUPPLEMENTARY DATA I Wells in the surficial aquifer system used for data analysis [Altitude refers to distance above sea level] 6S 273457 0802336 Randy Saxton -- Altitude 2 7S Well Lati- Longi- -- 70 -- of land Well Casing No. tude tude -- -- Well name surface depth Depth Diameter Holiday Village -- 65 -- 4 10S (feet) (feet) (feet) (inches) 1S 273348 0801930 SJRWMD 9.88 147 108 4 2S 273356 0802232 Vero Beach Highlands 42 127 -- -- 3S 273356 0802237 Vero Beach Highlands 37 127 -- -- 4S 273418 0802909 I.R. Correctional Inst. 25 65 -- -- 5S 273448 0802658 USGS -- 20 62 -- -- 6S 273457 0802336 Randy Saxton -- -- -- 2 7S 273459 0802254 Morgan Thomas -- 70 -- 2 8S 273459 0802307 Shirley McDougald -- -- -- 1.25 9S 273505 0802458 Holiday Village -- 65 -- 4 10S 273508 0802419 James Whalen -- -- -- 2 11S 273508 0802523 John Metherall -- 80 -- 2 12S 273509 0802257 Father & Son Appl. -- 65 -- 2 13S 273509 0802258 Father & Son Appl. 37 45 -- -- 14S 273511 0802448 John Streeter -- -- -- -- 15S 273512 0802625 Barbara Nolte -- 73 -- 2 16S 273513 0802223 Entomological Inst. -- -- -- 2 17S 273513 0802240 Undetermined 10 90 -- -- 18S 273513 0802851 Ocean Spray Industries 26 63 -- -- 19S 273514 0802240 Undetermined 10 90 -- -- 20S 273515 0802505 Oaks Paradise MHP 21 87 -- -- 21S 273518 0801959 Smith 13 14 11 2 22S 273518 0802731 Hyatt Fruit Co. 21 65 -- -- 23S 273518 0802731 USGS 21 120 -- -- 24S 273523 0802346 Earl McGiff -- 98 -- 2 25S 273539 0802246 Vista Royale 11 100 -- -- 26S 273543 0802247 Vista Royale 9 100 -- -- 27S 273556 0802250 Vista Royale 11 91 -- -- 28S 273558 0802303 Knights of Columbus -- -- -- 2 29S 273603 0802250 Vista Royale 9 91 -- -- 30S 273604 0802449 Undetermined 23 100 -- -- 31S 273607 0802328 SJRWMD 22.37 143 101 4 32S 273607 0802328 SJRWMD -- 53 43 2 33S 273608 0802252 Vista Royale 11 92 -- -- 34S 273629 0802328 F.H. Buffington 24 86 -- -- 35S 273713 0802422 H.E. Chappel 22 80 -- -- 94 472 I Wells in the surficial aquifer system used for data analysis --Continued Well No. Lati- tude Longi- tude Well name Altitude of land surface (feet) Well depth (feet) Casing__ Depth Diameter (feet) (inches) 36S 273713 0802422 H.E. Chappell 22 33 -- -- 37S 273731 0802122 S. Valentino 4 20 -- -- 38S 273732 0802410 SJRWMD 19.37 55 45 2 39S 273732 0802410 SJRWMD 21.27 123 108 4 40S 273734 0802329 Mid -Fla Utilities 13 93 -- -- 41S 273736 0802327 Mid -Fla Utilities 12 100 -- -- 42S 273737 0802330 Mid -Fla Utilities 13 93 -- -- 43S 273737 0802342 City of Vero Beach -- 130 50 2 44S 273739 0802525 City of Vero Beach -- 131 50 2 45S 273741 0802320 Vero Palms Motel 11 67 -- -- 46S 273741 0802412 City of Vero Beach 17.80 120 55 12 47S 273743 0802131 C. Smith 3 8 -- -- 48S 273745 0802346 City of Vero Beach 14.40 117 55 12 49S 273756 0802248 City of Vero Beach 4.90 100 10 2 50S 273756 0802301 Bertha Boettcher -- 50 -- -- 51S 273756 0802314 City of Vero Beach 6.70 125 10 2 52S 273756 0802413 City of Vero Beach 20.30 140 55 12 53S 273757 0802345 City of Vero Beach 13.70 140 10 2 54S 273759 0802301 Marcell St. Thomas -- 65 -- 1.5 55S 273759 0802827 L. Laney -- -- -- 1.5 56S 273801 0802301 Melvin J. Scheidt -- 33 30 1.25 57S 273807 0802533 John D. Grice -- 45 40 2 58S 273808 0802305 City of Vero Beach 5.10 100 10 2 59S 273808 0802420 Bernice Meyer -- 60 -- 1.25 60S 273809 0802303 Anthony Mirabito -- 40 -- 2 61S 273811 0802306 B. Pfleiderer -- 42 -- 1.25 62S 273811 0802524 C.J. Neilsen -- 60 -- 2 63S 273811 0802824 C. Schmaltz -- 25 -- 1.5 64S 273812 0802727 Fran Price -- 20 -- 1.25 65S 273812 0802901 Dave Gagliardi -- 85 -- 1.5 66S 273813 0802454 D.K. Richardson -- 60 -- 2 67S 273814 0802314 Earl Mathiak -- 44 40 2 68S 273814 0802415 A.R. Jones -- 90 -- 3 69S 273814 0802526 Elmer Grant -- 68 63 2 70S 273814 0802745 Bertram Bach -- 29 -- 2 473 95 Wells in the surficial aquifer system used for data analysis --Continued Well No. Lati- tude Longi- tude Well name Altitude of land surface (feet) Well depth (feet) Casing Depth Diameter (feet) (inches) 71S 273814 0802824 Major Surles -- 45 -- 1.5 72S 273814 0802828 C.H. Murtaugh -- 47 -- -- 73S 273815 0802418 Edith MacLean -- 70 -- 2 74S 273817 0802828 Wm. L. Shelton -- 47 -- 1.5 75S 273818 0802434 John Detrick -- 60 -- 3 76S 273818 0802503 John Stone -- 50 -- 2 77S 273818 0802724 E.A. Hobbs -- 600 -- 3 78S 273818 0802826 L. Layman -- 40 -- 1.5 79S 273819 0802429 Jerry VanKeulen -- 87 -- 2 80S 273819 0802545 City of Vero Beach 24 130 65 2 81S 273821 0802413 1st United Methodist -- 60 -- 3 82S 273821 0802628 Haller LaRue -- 15 -- 1.25 83S 273821 0802708 Charles Reschakh -- 60 -- 1.25 84S 273822 0802420 City of Vero Beach 19.30 130 40 2 85S 273822 0802503 Mrs. David Evans -- 60 -- -- 86S 273822 0802623 A.J. Brackins -- 60 -- 2 87S 273822 0802632 Philip Junkins -- 60 -- -- 88S 273823 0802618 C. Stecher -- 80 -- 2 89S 273823 0802631 Kathy Beatty -- 60 -- 1.25 90S 273823 0803115 USGS 25 120 -- -- 91S 273824 0802729 M.J. Long -- 60 -- 1.25 92S 273829 0802355 City of Vero Beach 14.60 141 50 2 93S 273833 0802437 City of Vero Beach 20 135 65 20 94S 273833 0802437 USGS -- 90 -- -- 95S 273833 0802437 City of Vero Beach 21.90 135 65 2 96S 273833 0802437 City of Vero Beach 22.90 135 65 2 97S 273833 0802437 City of Vero Beach 21.90 135 65 2 98S 273833 0802437 City of Vero Beach 22.30 102 77 2 99S 273833 0802437 City of Vero Beach 23.00 53 5 2 1005 273838 0802450 City of Vero Beach 30.60 103 -- -- 101S 273842 0802447 USGS 21 55 -- -- 102S 273844 0802426 City of Vero Beach 20 105 65 20 103S 273844 0802426 City of Vero Beach 19.20 105 65 2 104S 273844 0802426 City of Vero Beach 19.40 105 65 2 1055 273844 0802426 City of Vero Beach 20.20 105 65 2 474 96 Wells in the surficial aquifer system used for data analysis --Continued 111S 273846 0802609 City of Vero Beach Altitude 130 75 2 Well Lati- Longi- City of Vero Beach of land Well Casing No. tude tude Well name surface depth Depth Diameter 15 48 -- -- 1145 273856 0802527 (feet) (feet) (feet) (inches) 106S 273844 0802426 City of Vero Beach 20 90 77 4 107S 273844 0802426 City of Vero Beach 20.20 50 5 2 1085 273844 0802520 City of Vero Beach 22 93 53 10 1095 273844 0802544 City of Vero Beach 21 90 52 10 110S 273844 080254.4 City of Vero Beach 21 127 60 12 111S 273846 0802609 City of Vero Beach -- 130 75 2 112S 273847 0802438 City of Vero Beach 22 80 -- -- 113S 273853 0802410 USGS 15 48 -- -- 1145 273856 0802527 City of Vero Beach 25.30 130 55 12 1155 273858 0802330 USGS 6 54 -- -- 116S 273900 0802547 City of Vero Beach 22 130 60 12 117S 273903 0802548 USGS 22 61 -- -- 118S 273905 0802409 City of Vero Beach 21 112 60 12 1195 273907 0802305 City of Vero Beach 5 92 -- 2 120S 273907 0802305 USGS 4 120 -- -- 121S 273907 0802419 City of Vero Beach 20.75 112 60 12 122S 273907 0802422 USGS 20 58 -- -- 123S 273907 0802422 USGS 20 120 -- -- 124S 273907 0802440 City of Vero Beach 21 130 60 12 125S 273908 0802352 City of Vero Beach 9.10 116 18 2 1265 273910 0802335 City of Vero Beach 7.30 120 10 2 127S 273910 0802442 City of Vero Beach 21 130 63 12 128S 273913 0802420 City of Vero Beach 17 81 49 10 129S 273919 0802549 City of Vero Beach 23.90 125 55 12 130S 273920 0802549 USGS 20 120 -- -- 131S 273921 0802416 City of Vero Beach 15 84 50 10 132S 273921 0802632 City of Vero Beach 26 81 -- 2 133S 273923 0802612 City of Vero Beach 22.70 140 60 12 134S 273923 0804718 USGS 32.21 19 13 6 135S 273925 0802609 City of Vero Beach 23 -- -- -- 1365 273929 08026.30 City of Vero Beach 21.40 130 50 12 137S 273930 0802553 City of Vero Beach 23.40 96 -- -- 138S 273932 0802419 City of Vero Beach 20 112 60 12 139S 273935 0802321 City of Vero Beach 2.40 135 10 2 140S 273935 0802336 City of Vero Beach 7.70 140 10 2 97 475 Wells in the surficial aquifer system used for data analysis --Continued Altitude Well Lati- Longi- of land Well Casing No. tude tude Well name surface depth Depth Diameter (feet) (feet) (feet) (inches) 141S 273935 0802353 City of Vero Beach 10 140 10 2 1425 273937 0802335 USGS 8 66 63 2 143S 273938 0802514 City of Vero Beach 21 122 60 12 1445 273938 0802631 City of Vero Beach -- 136 75 2 145S 273938 0802632 City of Vero Beach 21.70 136 75 2 1465 273939 0802452 City of Vero Beach 21 100 60 12 1475 273940 0802508 City of Vero Beach 21 125 62 12 148S 273940 0804750 USGS 32.21 19 13 6 149S 273941 0802506 City of Vero Beach 22 92 -- -- 150S 273941 0802540 City of Vero Beach 22.70 135 55 12 151S 273942 0802427 City of Vero Beach 22.08 105 -- 6 152S 273942 0802542 USGS 22 58 55 2 153S 273951 0802430 City of Vero Beach 14.70 100 77 4 154S 273955 0802455 City of Vero Beach 20 127 60 12 155S 274000 0802437 City of Vero Beach 21 102 62 10 156S 274000 0802459 City of Vero Beach 20.50 127 60 12 157S 274000 0802514 City of Vero Beach 21.70 120 43 10 158S 274001 0802349 USGS 6 66 -- -- 159S 274002 0802519 City of Vero Beach 22.60 95 -- -- 1605 274002 0802554 City of Vero Beach 25.30 91 -- -- 161S 274002 0802619 SJRWMD 25.74 53 43 2 162S 274002 0802619 SJRWMD -- 150 84 4 1635 274004 0802827 USGS 19 92 -- -- 164S 274007 0802640 USGS 22 87 -- -- 165S 274025 0802437 Quality Fruit Packers -- 80 -- 2 166S 274055 0802505 USGS 20 54 -- -- 167S 274240 0802532 SJRWMD 24.56 53 43 2 1685 274240 0802532 SJRWMD 24.39 144 95 4 1695 274301 0802605 Freta Brumley -- 80 -- 2 170S 274302 0802548 Brenda Tucker -- 169 -- 3 171S 274307 0802450 George Hamilton -- 45 -- 2 172S 274307 0802542 Dennis Proctor -- 90 -- -- 173S 274307 0802607 Gerald Gravenmier -- 45 -- 3 1745 274312 0802633 Hobart Park -- 70 -- -- 175S 274352 0802258 USGS 10 5 -- -- 98 476 Wells in the surficial aquifer system used for data analysis --Continued 181S 274448 0803146 Stanley Frontzek Altitude 66 -- Well Lati- Longi- 0802639 of land Well Casing No. tude tude Well name surface depth Depth Diameter 90 50 18 184S (feet) (feet) (feet) (inches) 1765 274400 0802633 USGS 20 68 -- -- 177S 274414 0802650 SJRWMD 23.61 41 31 2 1785 274414 0802650 SJRWMD 24.49 137 88 4 179S 274422 0803828 USGS 23 67 -- -- 180S 274448 0802618 Graves Bros. Co. 20 888 -- -- 181S 274448 0803146 Stanley Frontzek -- 66 -- 2 182S 274451 0802639 Lost Tree Village 27.53 85 -- 2 183S 274453 0802638 Lost Tree Village 37 90 50 18 184S 274453 0802752 N.B. Ryall -- 60 -- 1.25 1855 274454 0802636 David Eldell -- 60 -- 2 186S 274454 0802643 Minnie Collins -- 60 -- 2 187S 274454 0802711 Florance Johnson -- 60 -- 2 188S 274454 0802756 Annabelle E. Smith -- -- -- 4 1895 274454 0802822 Mrs. Minnie Jones -- -- -- -- 1905 274454 0802957 Burrell Lynn -- 95 80 1.25 191S 274455 0802639 Queen Johnson -- 60 -- 2 192S 274455 0802640 Lost Tree Village 33 85 45 4 1935 274455 0802646 Lost Tree Village 26.40 85 -- 2 194S 274456 0802711 Rosebud Jones -- -- -- 2 195S 274457 0802637 Lost Tree Village 46.83 85 -- 2 196S 274457 0802751 Philip Newton -- 90 -- 2 197S 274457 0802752 H. Wilson -- 90 -- 1.5 198S 274458 0802630 Lost Tree Village 21.01 85 -- 2 199S 274458 0802640 Lost Tree Village 34 104 50 18 2005 274458 .0802647 Thomas Ealy -- 62 -- 2 201S 274459 0802606 R.W. Aughtman -- -- -- 1.5 2025 274502 0802627 Lost Tree Village 20.03 85 -- 2 203S 274503 0802631 George Sessions -- 87 -- 2 204S 274505 0802603 Harry N. Mills -- 24 24 1.25 205S 274506 0802601 John Resanka -- 40 -- 1.5 206S 274506 0802603 Steve Dyalk -- 42 -- 1.5 207S 274506 0802603 Harry N. Mills -- 75 -- 1.5 208S 274507 0803123 William.R. Gammill -- 80 -- 2 2095 274507 0803202 Joel McDaniel -- 77 -- 2 210S 274508 0802644 Lost Tree Village 34.86 85 -- 2 99 477 Wells in the surficial aquifer system used for data analysis --Continued Well No. Lati- tude Longi- tude Well name. Altitude of land surface (feet) Well depth (feet) Casing Depth Diameter (feet) (inches) 211S 274508 0803144 Francis Betz -- 45 -- 2 212S 274509 0803048 Edward Brown -- 65 -- 2 2135 274511 0803109 Sharon Moon -- 80 -- 2 214S 274511 0803211 David Finch -- -- -- 2 215S 274515 0802537 USGS 2 53 -- -- 216S 274517 0802618 SJRWMD 11.95 49 39 2 217S 274517 0802618 SJRWMD 13.89 133 85 4 218S 274518 0802618 Tropical Travel Tr. Pk. 11.80 72 67 2 219S 274525 0802559 Olga C. Williams -- 135 -- 2 220S 274533 0802616 Lowe -- 70 -- 2 221S 274535 0803154 USGS 21 67 -- -- 222S 274538 0802833 Undetermined -- 75 -- -- 223S 274142 0802607 Joe Tomberg -- 70 -- 2 224S 274542 0802841 Undetermined -- 72 -- -- 225S 274547 0802352 John Escobedo -- 600 -- 2 2265 274548 0802808 Sebastian Highlands 23.34 102 65 18 2275 274548 0803037 Undetermined -- 87 -- -- 2285 274549 0802350 William Carnill -- -- -- 2 229S 274549 0802355 William Hickey -- 15 -- 2 230S 274552 0803505 W.L. Austin -- 60 -- 1.5 2315 274552 0803511 Frank McManus -- -- -- -- 232S 274554 0802808 Sebastian Highlands 23.65 102 65 18 233S 274557 0802359 Larry Lang -- 14 -- 2.5 234S 274601 0803258 Stuckey's Rest. I-95 -- -- -- 4 235S 274602 0802823 Undetermined -- 75 -- -- 236S 274602 0803054 Harry Givens -- 65 -- 2 237S 274603 0802411 Richard Gillespie -- 18 -- 2 238S 274603 0802415 Peter Gasperini -- 20 -- 2 239S 274603 0803457 SJRWMD 30.75 140 105 4 2405 274603 0803457 SJRWMD -- 45 20 2 241S 274604 0802829 Undetermined -- 65 -- -- 242S 274604 0802831 Undetermined -- 40 -- -- 243S 274607 0802415 Gerald Horan -- -- -- -- 244S 274615 0802710 R. Anderson -- 25 26 1.5 245S 274616 0802703 Nolan Askins -- 22 20 1.5 100 478 Wells in the surficial aquifer system used for data analysis --Continued Altitude Well Lati- Longi- of land Well Casing No. tude tude Well name surface depth Depth Diameter (feet) (feet) (feet) (inches) 246S 274617 0802707 Johns Piliponis -- 21 17 1.5 247S 274618 0802710 John C. Villarose -- 44 42 1.5 248S 274619 0802641 R.C. Wilborn -- 75 -- 1.2 249S 274636 0803001 Noel Donais -- 115 -- 1.5 250S 274650 0802951 P.E. Lemmon -- 68 -- 2 2515 274650 0802951 P.E. Lemmon -- 128 105 2 252S 274650 0804402 Undetermined -- -- -- -- 253S 274658 0802933 H.J. Munson -- 60 -- 2 2545 274706 0802718 Cooley -- 50 -- 1.25 255S 274706 0802925 R. Hammond -- -- -- 2 256S 274708 0802704 Sam Baugh -- 115 -- 1.2 257S 274709 0802708 J.C. Kopeck -- 64 -- 1.2 258S 274709 0802708 J.C. Kopeck -- 400 -- 2.5 259S 274709 0802711 J.C. Kopeck -- 64 -- 1.2 2605 274709 0802740 Max Bressler -- 70 -- 2 261S 274709 0802743 Arthur Pederquist -- 120 -- 2 262S 274710 0802936 Ray Nudo -- 110 -- 1.25 263S 274711 0802658 A. Stuprich -- 78 -- 1.5 264S 274711 0802713 Harrel Riddle -- 45 -- 2 2655 274711 0802737 John Thompson -- 72 50 2 266S 274711 0802747 Henry Cwik -- 65 -- 2 267S 274712 0802502 D'Albora 9 40 -- 1.5 2685 274713 0802701 William Dalrymple -- 80 -- 1.5 269S 274714 0802739 James Forward -- 80 -- 2 270S 274716 0802705 Bill Schardt -- 90 -- 1.5 271S 274716 0802725 B. Parker -- -- -- 2 272S 274716 0802743 Norris Cox -- 85 -- 2 273S 274717 0802739 W.H. Phelan -- 90 -- 2 274S 274717 0802740 Arthur Hughes -- 85 -- 2 275S 274717 0802832 Sue Guynel -- 90 -- 2 276S 274719 0802704 G. Roarty -- 90 -- 1.5 277S 274725 0802918 Tracy Faulkner -- 135 -- 2 2785 274731 0802955 Carl Mullen -- 80 -- 1.25 279S 274733 0802913 M. Dunn -- 110 -- 2 2805 274735 0802832 L.R. White -- 74 -- 1.25 479 101 Wells in the surficial aquifer system used for data analysis --Continued Well No. Lati- tude Longi- tude Well name Altitude of land surface (feet) Well depth (feet) Casing Depth Diameter (feet) (inches) 2815 274735 0802833 Pearl White -- 74 -- 1.25 282S 274735 0802835 Fredrick Trexler -- -- -- 1.25 283S 274736 0802848 John Walker -- -- -- 1.25 234S 274736 0802853 Paul Crichton -- -- -- -- 2855 274747 0804434 USGS 16 35 -- -- 2865 274750 0802733 John Timinsky -- 82 -- 2 287S 274758 0802736 Kroegei -- 520 -- 4 288S 274759 0802830 Victor Pelletier -- -- -- 1.25 289S 274809 0803007 Thomas J. Pepi -- 90 -- 1 2905 274823 0802747 Helen Tennyson -- 53 -- 1.5 2915 274823 0802747 Helen Tenyson -- 53 -- 1.5 292S 274827 0802811 Oscar R. Pedigo -- 65 -- 2 293S 274830 0802812 Golem -- 90 84 2 294S 274835 0804435 USGS 12 32 -- -- 295S 274840 0802811 Ethal Kinsell -- -- -- 2 296S 274841 0803018 J. Clinton Scott -- 80 -- 1.25 297S 274843 0802814 Berti Conner -- 65 -- 2 298S 274843 0802818 Carl Lazzeri -- -- -- -- 2995 274844 0802814 Sylvia Flood -- -- -- 4 300S 274906 0802810 Mrs. Helen Boone -- 100 97 2 3015 274908 0803019 Lester Vander Meer -- 115 100 1.25 302S 274917 0803021 Charles W. Calkins -- 115 100 1.25 303S 274918 0802816 Amos J. Simons -- -- -- 2 304S 274918 0803018 Ray Pospisil -- 05 -- 2 305S 274922 0803018 Robert Tanksley -- 87 -- 2 306S 274925 0802825 William Wihstutz -- 40 -- 2 307S 274925 0802825 William Wihstutz -- 40 -- 2 308S 274927 0802824 R.G. Bergbom -- -- -- 2 309S 274932 0802828 Swan -- -- -- 2 3105 274937 0803006 Henry Mesec -- 126 -- 1.25 311S 274942 0802835 Blizman -- 67 62 2 312S 274946 0802842 John Crumrine -- 90 -- 2 313S 274946 0802843 Charles Rhodes -- 400 -- 1.5 3145 274946 0802843 Charles Rhodes -- 90 -- 2 3155 274947 0802844 David Burns -- 85 -- 2 480 102 Wells in the surficial aquifer system used for data analysis --Continued 481 103 Altitude Well Lati- Longi- of land Well Casing__ No. tude tude Well name surface depth Depth -Diameter (feet) (feet) (feet) (inches) 3165 274948 0802916 SJRWMD 20.60 134 105 4 317S 274948 0802916 SJRWMD 20.68 35 25 2 318S 274949 0802846 Tim Brussel -- 120 -- 2 319S 274951 0802843 Irvin Foss - 86 -- 2 320S 274951 0802950 Christena Garry -- 65 -- 2 321S 274952 0802845 John Radzinsky -- 85 -- 2 322S 274953 0802953 A.G. Fletcher -- 87 -- 1.25 323S 274954 0802843 Bruce Robert -- 85 -- -- 324S 274955 0802848 Ernest Sherwin -- 94 -- 2 325S 274955 0802848 Ernest Sherwin -- 74 -- 2 326S 274958 0802845 Ruth R. Miller -- -- -- -- 327S 274958 0802850 Mary Bolton -- 127 -- -- 328S 274959 0802848 Nino Bertini -- 125 -- 2 329S 275002 0802935 Daniel Baker -- 80 -- 3 330S 275003 0802936 C.W. King -- 82 -- 2 331S 275010 0802858 Joseph Lutz -- 123 -- 2 332S 275011 0802856 Thor Tobiason -- 85 -- -- 333S 275026 0802911 Vergie Herbert -- 80 -- 2 334S 275031 0802901 W.C. Tebay -- 60 -- 2 335S 275052 0802911 Phillip Garcia -- 65 -- 2 336S 275052 0802928 R.L. Brown -- 60 -- 2 337S 275056 0802916 Allen Anderson -- -- -- 1.2 338S 275059 0802926 S.D. Mason -- -- -- 2 481 103 SUPPLEMENTARY DATA II Wells in the Floridan aquifer system used for data analysis [Altitude refers to distance above sea level] 104 482 Altitude Depth Well Site of land of No. identification Well name surface well No. (feet) (feet) 1F 273212080351101 SLF-Green Ranch 20 946 2F 273238080421401 OKF-2 Evans Groves 28.07 686 3F 273304080255101 StL 44 McDonald 20 691 4F 273323080214201 StL 48 Dolenick 2 714 5F 273331080412701 Evans Groves 158W 27 960 6F 273332080245001 Paramont Aquarium 27th Ave. 22 1,000 7F 273335080280901 Edwin Prange 66th Ave. 23 940 8F 273336080403001 Evans Groves 15AE 27 900 9F 273342080403001 Evans Goves 14AE 27 900 1OF 273355080355601 Brady Groves West of Oslo 24 -- 11F 273357080220201 Midway MHP South of Oslo 5.36 -- 12F 273357080274901 Vernon Fromarg 66th Ave. 23 900 13F 273401080384101 Evans Groves 11DE 23 -- 14F 273402080332001 Morrison Groves 3 JIMROD 7 25 992 15F 273402080403001 Evans Groves 12AE 27 940 16F 273405080222601 Ruth Hallstrum Old Dixie Road 20 -- 17F 273409080265201 IR 252 Kings Highway 20 660 18F 273416080403001 Evans Groves 10AE 27 900 19F 273417080332201 Morrison Goves 2 JIMROD 2 24 1,010 20F 273423080332201 Morrison Groves 24 -- 21F 273430080195301 Seminole Shores 2.01 943 22F 273430080403001 Evans Groves 8AE 27 960 23F 273435080255101 USDA South Well 43rd Ave. 24.60 -- 24F 273445080401201 Evans Groves 6AE 27 900 25F 273446080215201 River Shores South of Oslo 5 720 26F 273459080401201 Evans Groves 4AE 27 900 27F 273501080301501 Dr. Moore Alternate Oslo Road 24 -- 28F 273501080302101 Dr. Moore Oslo Road 24 880 29F 273510080225301 Phillip Helseth Oslo Road 19.95 450 30F 273510080271901 Albert Helseth Oslo Road 19 -- 31F 273510080285501 Ocean Spray injection monitor 25 1,960 32F 273510080285502 Ocean Spray injection well 25 3,000 33F 273513080265201 IR 254 SR 505A & Oslo Road 21 760 34F 273513080401201 Evans Groves 2AE 27 920 35F 273522080235801 Oslo Nursery Oslo Road 22 800 104 482 Wells in the Floridan aquifer system used for data analysis --Continued Well No. Site identification No. Well name Altitude of land surface (feet) Depth of well (feet) 36F 273524080262401 Albert Helseth Oslo Road 19 700 37F 273526080240701 County RO well No. 2 22 745 38F 273526080261001 Albert Helseth Oslo Road 19 -- 39F 273527080263001 Phillip Helseth Oslo Road 19 750 OF 273536080240101 County RO well No. 1 22.29 704 41F 273536080240201 County RO monitor well 22 901 42F 273539080301901 Graves Groves Oslo Road 25 836 43F 273542080372001 Tech -ohm Groves 25 -- 44F 273543080374101 Rancho Santa Maria 122 Ave. 24 -- 45F 273559080370301 Tech -ohm Groves 122 Ave. 24 -- 46F 273607080310301 Ball Groves 90th Ave. 24 1,100 47F 273615080283501 Jackson Groves Carter Ave. 21 860 48F 273616080470501 Latt Maxcy 36 912 49F 273629080260401 IR 256 Lillian Lockwood 20 700 50F 273630080460601 Latt Maxcy K-4 31 -- 51F 273632080364501 IR 266 Citrus Road & 90th Ave. 24.06 -- 52F 273633080351001 Gracewood Groves Heritage Road 24 1,100 53F 273633080364301 Rio Groves McClelland Road 25 -- 54F 273639080261501 L. Gollnick Groves 4th Street 22 900 55F 273649080452701 IR 202 Latt Maxcy F-7 28 730 56F 273656080230701 Tropic Villas No. 2 8 703 57F 273710080230601 Tropic Villas No. 1 8 660 58F 273719080225601 IR 243 12th Street 3 941 59F 273722080455901 Latt Maxcy K-11 27 -- 60F 273723080255401 ' IR 255 Mr. Young 43rd Ave. 21 575 61F 273726080371501 Talmadge Brothers Groves 24 960 62F 273726080471701 Latt Maxcy 32 -- 63F 273740080335701 Lykes Pasco No. 6 26 1,100 64F 273741080382701 Eder Groves 122nd Ave. 26 570 65F 273756080371401 Talmedge Bros. Groves 24 1,000 66F 273758080301501 Village Green Southwest 22 766 67F 273801080301701 Village Green South 90 Ave. 23 704 68F 273802080375701 Cardinal Groves 122 Ave. 26 540 69F 273805080223901 Vero Beach Power Plant No. 2 3 -- 70F 273807080450201 K. Prince St. Johns Marsh 24 750 105 483 Wells in the Floridan aquifer system used for data analysis --Continued Well No. Site identification No. Well name Altitude of land surface (feet) Depth of well (feet) 71F 273812080382701 Eder Groves 122nd Ave. 26 800 72F 273814080245201 IR 24 1st Christ Church 20 671 73F 273815080235101 IR 10/241 old VB Power Plant 20 665 74F 273818080235201 IR 200 old VB Power Plant 15 700 75F 273818080284801 Williams Groves SR 60 22 725 76F 273819080260101 IR 228 F Pollock SR 60 23.35 750 77F 273821080273901 Chauncey Hatch Jr. SR 60 21 688 78F 273822080374401 Cardinal Groves Pond Well 24 .746 -- 79F 273822080374402 Cardinal Groves unused 23.00 604 80F 273827080322001 SR 60 West of I-95 23 -- 81F 273828080283801 Village Green No. 2 SR 60 23 780 82F 273828080283901 Village Green No. 1 SR 60 23 760 83F 273833080233901 IR 23 Episcopal Church 10 690 84F 273833080461901 IR 205 K Prince 28.06 -- 85F 273835080345801 Kromhout Groves SR 60 24 600 86F 273839080244101 Village Green MHP SR 60 20 -- 87F 273840080320701 Lambeth Groves SR 60 26 975 88F 273846080254701 USDA North Well 43rd Ave. 22 -- 89F 273852080283601 Village Green 26th St. aban. 20 562 90F 273854080464401 Eatmon Ranch 26 920 91F 273859080235101 30th Street Vero Beach 8.51 -- 92F 273900080232301 IR 240 Royal Palm Golf Club 5 550 93F 273905080241101 Vero Beach No. 21 Airport 20 688 94F 273912080241401 Vero Beach No 14 Airport 15 688 95F 273927080465701 Eatmon Ranch West 27 960 96F 273940080472101 Leroy Pressley SR 60 29 -- 97F 273945080281801 J. Johnson Barber Ave. 20 760 98F 273947080230501 Mosquito Control Well 5 -- 99F 273953080274801 IR 208 Frank Bates 20 700 10OF 273957080291501 Takaho Groves Block 13 & 14 19 882 101F 274005080244901 IR 230 South Gifford Road 19.34 720 102F 274008080255301 Jackson Groves S. Gifford Road 23.57 960 103F 274016080481601 K.D. Eatmon SR 60 36 -- 104F 274023080291401 Takaho Groves Blk 9 & 10 20 966 105F 274028080384301 Diamond G Farm SR 512 22 -- 106 484 Wells in the Floridan aquifer system used for data analvsis--Continued Well No. Site identification No. Well name Altitude of land surface (feet) Depth of well (feet) 106F 274047080513701 USGS TH Site near Yeehaw 58 305 107F 274055080281301 IR 210 Walter Pool 19 650 108F 274113080475501 IR 185 W. Surrency 33 700 109F 274114080474901 L. Pressley Blue Cypress Road 31 550 110F 274115080291401 Takaho Groves Blk 1 & 2 20 886 111F 274116080265001 IR 216 SR #505A 21 635 112F 274121080241701 IR 233 Kennedy Grove 6.65 635 113F 274142080294301 IR 226 Ranch Road 21 -- 114F 274150080260901 Kings Highway 22 472 115F 274156080344301 Jack Berry Grove Blk 99 23 700 116F 274157080263801 Kings Highway 22 556 117F 274203080292901 Gracewood Groves 22 890 118F 274206080225501 Johns Island Well 2.90 2,020 119F 274210080400301 Fellsmere JV Ditch 33 18 700 120F 274216080264301 Kings Highway 22 579 121F 274223080371501 Fellsmere JV Ditch 32 24 600 122F 274226080242501 IR 234 North of Gifford 4 500 123F 274250080354401 Jack Berry Groves Blk 55 23 700 124F 274250080355001 Jack Berry Groves Blk 54 23 700 125F 274302080260901 Bruce Chalker 18 405 126F 274302080371501 Fellsmere JV Ditch 29 24 650 127F 274303080380401 Fellsmere JV Ditch 8 22 760 128F 27430908024504- IR 235 George Hamilton 5 500 129F 2743090802653UT CIBA Geigy Co. 24.32 651 130F 274310080293301 IR 58 Graves Bros. 20 400 131F 274313080283701 H. Prange 20 800 132F 274337080233901 IR 116 Jungle Trail 3 650 133F 274345080413201 Fellsmere JV Lat 26 20 460 134F 274350080364501 Jack Berry Groves Blk 11 24 708 135F 274404080233601 IR 114 R. Jones Jungle Trail 3 586 136F 274436080395801 Fellsmere JV Ditch 22 20 650 137F 274445080235901 IR 104 Deerfield Groves 3 1,000 138F 274447080235301 IR 108 Deerfield Groves 7 860 139F 274448080373201 IR 203 Dietz Well 22 590 140F 274449080240001 IR 107 Deerfield Groves 3 991 485 107 Wells in the Floridan aquifer system used for data analysis --Continued 486 108 Altitude Depth Well Site of land of No. identification Well name surface well No. (feet) (feet) 141F 274450080232401 Baytree AlA 8.30 1,050 142F 274452080275501 IR 147 A.S. Pfarr 21 620 143F 274455080263701 Johns Island Golf Course 37 560 144F 274459080490501 Rollins Ranch North of Yeehaw 31 416 145F 274501080282101 IR 160 West of Wabasso 20 600 146F 274502080395801 Fellsmere JV Ditch 20 20 650 147F 274503080413001 Fellsmere JV Lat 20 20 399 148F 274514080365601 Harold Platt 23 -- 149F 274522080304301 SR 510 South of River Bridge 20 465 150F 274524080240801 North Beach Water Co. No. 2 3 960 151F 274528080395801 Fellsmere JV Ditch 18 20 650 152F 274528080412901 Fellsmere JV Lat 18 22 -- 153F 274529080423001 Fellsmere JV Lat 18 & Q Canal 22 400 154F 274532080241801 North Beach Water Co. No. 1 3 1,000 155F 274534080251101 Marsh Island 3 390 156F 2745380802.81601 IR 155 Sebastian Highlands 21.52 -- 157F 274549080245201 IR 73 Deerfield Groves 3 800 158F 274552080242201 IR 82 Deerfield Groves 5 950 159F 274553080243801 IR 69 Deerfield Groves 3 550 160F 274553080245801 IR 72 Deerfield Groves 3 800 161F 274556080412901 Fellsmere JV Lat 16 20 405 162F 274557080343001 Carol City Aquarium 28 786 163F 274558080304201 John Bradley River Bridge 19 540 164F 274601080313801 IR 175 SR 510 19 600 165F 274603080485201 Rollins Ranch North of Yeehaw 28 -- 166F 274606080335401 Schiner Memorial Well 31 -- 167F 274607080264001 Pelican Pointe 9 357 168F 274607080493001 USGS Observation Well IR 189 33.66 630 169F 274608080412901 Fellsmere JV Lat 15 20 405 170F 274609080502801 Rollins Ranch No. 1 42 605 171F 274621080300901 Roseland Acres 17.66 -- 172F 274623080503201 Oil Test Rollins Ranch 60 9,480 173F 274625080242101 Kohl at Wabasso Beach 7 1,272 174F 274635080244501 IR 60 Deerfield Groves 6 550 175F 274635080363001 IR 183 Joe Screws 24 640 486 108 Wells in the Floridan aquifer system used for data analysis --Continued Well No. Site identification No. IR 49 B.F. Bailey Well name Altitude of land surface (feet) Depth of well (feet) 176F 274636080244001 IR 59 Deerfield Groves 6 650 177F 274640080243401 IR 201 Deerfield Groves 8 883 178F 274640080243801 IR 52 Deerfield Groves 7 750 179F 274641080244701 IR 51 Deerfield Groves 20 800 180F 274642080453601 Rollins Ranch pumphouse 27 600 181F 274646080243801 IR 50 Deerfield Groves 7 750 182F 274647080313401 IR 169 C L'Orange 18 525 183F 274650080413001 IR 186 Fellsmere JV Lat 12 20 -- 184F 274650080425901 Fellsmere JV Lat 12 20 340 185F 274650080440201 Fellsmere JV Lat 12 No. 1 20 380 186F 274659080244301 IR 49 B.F. Bailey 7 760 187F 274700080243901 IR 46 B.F. Bailey 8 850 188F 274700080245101 IR 47 B.F. Bailey 6 700 189F 274705080460301 Rollins Ranch Silage Road 20 600 190F 274705080470201 Rollins Ranch Silage Road No.l 20 600 191F 274706080454901 Rollins Ranch Silage Road No.2 20 600 192F 274712080491101 Rollins Ranch North of Yeehaw 28 -- 193F 274718080440201 Fellsmere JV Lat 10 20 360 194F 274719080274301 General Development Co. 25 510 195F 274744080465001 Blue Cypress Ranch 23 -- 196F 274751080480801 Blue Cypress Ranch nr old shop 23 -- 197F 274801080482001 Blue Cypress Ranch unused 24 -- 198F 274814080303301 Carl L'Orange Sebastian River 2 491 199F 274815080254101 IR 33 A.J. Byrd 3 540 20OF 274837080293501 Sebastian Country Club 22 840 201F 274838080275501 IR 131 P.R. Stevenson 7 -- 202F 274843080471401 Blue Cypress Ranch near shop 23 -- 203F 274857080493401 Yates Well near Sebastian 28 233 204F 274915080362501 IR 180 A. Beckman 25 425 205F 274916080520701 USGS TH Mace Ranch 53 260 206F 274921080254201 Indian River County AIA 5 -- 207F 274927080290601 B and S Fish Co. 22 700 208F 274935080282601 Sembler Well Sebastian 6 475 209F 274942080404001 Fellsmere Joint Venture 25 500 21OF 275018080261201 McLarty Museum 4.96 -- 109 487 Wells in the Floridan aquifer system used for data analysis --Continued *U.S. GOVERNMENT PRINTING OFFICE:1 9 8 9 -6 31 - 1 6 9/ 8 0 0 11 110 488 Altitude Depth Well Site of land of No. identification Well name surface well No. (feet) (feet) 211F 275047080292401 Kip Wagner Roseland 25 600 212F 275057080292301 Bob's Inn Roseland 26 409 213F 275108080271001 State Park Sebastian Inlet 5 480 214F 275114080265401 Mosquito Control Well Seb. Inlet 3 -- 215F 275117080270401 State Park Seb. Inlet unused 4.96 480 216F 275119080482401 Gilbert Tucker 21 594 217F 275210080272201 DR0624 Seb. Inlet Test Well 2 650 *U.S. GOVERNMENT PRINTING OFFICE:1 9 8 9 -6 31 - 1 6 9/ 8 0 0 11 110 488 im c r+ Ln r rD Ln O 0 LO Di Ln rD rD0 Di 3 m r -r O r -r !D r r -r (D 7.O z G) r D r 70 m O C 70n m `t vo ■ ■ ■ ■ ■ rj c �j ` /� Q /� Q0 � /� /� r 'S V) r+ rD Lon (D Ln L Q o3 un o rD Un app C r+ rD 0 C 00 x r+ o 0-n, r+ r+ n rD rDLO LO Cm o -�o e-+ o' o o 3c C -0 0 L (l m -0n rD rte+ v' `G fir. 2. 0 -1 N -0 �rDD S rDO LO c'o cc U') �. . . ai z 0 3 LO rD Di orD o� �� r+ LO N �� -v o� 3o o Un 3 Q rD rDn r+ `t vo S N �>m DAG) m 0 z -� � �z� ^ cn p C D r r* m -h r- — C rD m C rt O r+ C rD O CL) < Ln — CL) -"% rD a rD LA rD �. c E rD -S r F :3 Di C =+; rD a) lQ r) rD rD rt Ln Q rO• Q) Ln rD a) C) -LQ cn rD to � Ln �- to rD Ln rDC rD rr+ C L a) r.+. rD C O rD =:i•; L rD orD rD Qo - r+ r+ _0 X �D • � =- aj 0- O . 0-0 0 C� Cton C c c rD -h -0 rD u rD Q° Q° rD QO � x, O rD rD' 0- � n . lQ rD m �, QO r+ �' rD r) Cu p v,' p r 3 cn C e+ O r+ O cn O O c C' m e m m C m O 0-0 C — O C r+r-r O 0 O w LC rD c �- _0 m Ln W -c m Ln CU w O r-+ r-+ m r -r �' Cu rD r�D o Ln rD r+ m3 `G Ln rD LO % O rD Qo m '0 O La c m LO :3 -o� o< L c n m O m Q 3• m C O rDrDD -O O D = -% r+ (D m 0 o I `< m 0 t O � N V �D Q N D 0 .�o m U" O r) Cu p v,' p r 3 cn C e+ O r+ O cn O O c C' m e m m C m O 0-0 C — O C r+r-r O 0 O w LC rD c �- _0 m Ln W -c m Ln CU w O r-+ r-+ m r -r �' Cu rD r�D o Ln rD r+ m3 `G Ln rD LO % O rD Qo m '0 O La c m LO :3 -o� o< L c n m O m Q 3• m C O rDrDD -O O D = -% r+ (D m 0 o I `< m /V nV I �p IL� pn0 0 �7 — N O � nZo — N G) p < � O < < X O (l a rD �- rD rD r—t C C r-+ rD a1 < L.0O v '� — O rD rnt rD C Cr-+ p 3 kn �0 rD (D O : �' c r) rr+ r—+ r+ Q rD rD �, -h rD < Ln rD Q O w rD lQ `G 3 w 2 —� x _ . rD flu Ln c -0 `< �_ C vii LA rD �n O rD r+ rD `< rD lQ C- rD Di C p' : �- < flJ O r+ C- O 0 Q M �, x" TI r+ :" :. cu � < w Qo 0 Ln rD O rte+ p -0 rD ul O C rD0 (D rD :3 rl O O n ,� 0 Qo a' s x -a n 0 � 3 UO n v1 r—i• O n r+ rD rD C � to D c -0 Q rD Ln -o n � r O 5. D Ccl� �ZLn 3 ca; n n0 n O —v Ag -7 n W,3- 5. r-) �,n w 3 ca; n n0 3 w 3 Cu -0 CO La -0 -a w -0 v �-2V O 0-0 �-0 ^(D � ^< ^n� Q0-=rD �Qoo n3 ST. o w v, v, w rD rD Q, c Ln n c ?i vn r+ m r) 0rD O Ln �-r r —r, 0 F+ Ln rD 0 rD C o rD r+ *-<� rD 3 rD v r+ rD r+ rD � c cnc � m -° -� 3 + -a rD rD r) = -p O r+ C� Ln 0. cLn rD unrD Ag -7 3�3So -0 r+ r+ D o< o-7 �.< (Drn � _0 m D TI r P � r+ QO C D 0LJO r r+ c c o m rr+ �. _ cu Ln � o 3 o (D O rN --N lQ to In C rn L -0 O r 0 N o- 3 O rD (D N N --% 01 r+ -0 O O r p --h FD. O LA r m rn M, ►4�a June 08, 2021 ITEM 14.E.2 INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS INTER -OFFICE MEMORANDUM TO: Members of the Board of County Commissioners DATE: June 02, 2021 SUBJECT: Tourist Tax FROM: Laura Moss Commissioner, District 5 Discussion Item: Florida Statute 125.0104 (Tourist Development Tax) allows authorized uses including: "To finance beach park facilities ...". It has been argued that County Ordinance 87-11 does not permit this use. Should this argument be correct, then the County Ordinance contradicts State Statute. The County Ordinance then should be brought into conformance with State Statute. The City of Vero Beach, which always has been a separate Taxing District for purposes of Tourist Tax, historically has contributed approximately half of the Tourist Tax dollars collected. Its beaches benefit City residents, our County residents, and many tourists. Total Beach Park Attendance for 2020 is estimated at 729,950 visits. In the interest of public safety, a new lifeguard control station should be constructed. The estimated cost for same is $272,100. The Board's consideration of this matter is appreciated. Documents: 1) Florida Statute 125.0104 (2020) 2) County Ordinance 87-11 3) Vero Beach Lifeguard Association 2020 Report, Pages 1-6 (Objective; Statistics; Observations) 4) 2018 Estimate for Vero Beach Lifeguard Control Tower (Farrow Construction Corp) 5) House of Refuge (Humiston) Lifeguard Tower & Command Center Rendering 6) Official Final Results of the March 10, 1987 Referendum creating a Tourist Development Tax 7) Proposed Project Expenditures for Tourist Development Tax (January, 1987) 489 6/2/2021 Statutes & Constitution :View Statutes ; Online Sunshine Select Year: 2020 ;;Go The 202o Florida Statutes Title XI Chapter 125 View Entire COUNTY ORGANIZATION. AND INTERGOVERNMENTAL COUNTY Chapter RELATIONS GOVERNMENT 125.0104 Tourist development tax; procedure for levying; authorized uses; referendum; enforcement.— (1) SHORT TITLE.—This section shall be known and may be cited as the "Local Option Tourist Development Act." (2) APPLICATION; DEFINITIONS.— (a) Application.—The provisions contained in chapter 212 apply to the administration of any tax levied pursuant to this section. (b) Definitions.—For purposes of this section: 1. "Promotion" means marketing or advertising designed to increase tourist -related business activities. 2. "Tourist" means a person who participates in trade. or recreation activities outside the county of his or her permanent residence or who rents or leases transient accommodations as described in paragraph (3)(a). 3. "Retained spring training franchise" means a spring training franchise that had a location in this state on or before December 31, 1998, and that has continuously remained at that location for at least the 10 years preceding that date. (3) TAXABLE PRIVILEGES; EXEMPTIONS; LEVY; RATE.— (a)1. It is declared to be the intent of the Legislature that every person who rents, leases, or lets for consideration any living quarters or accommodations in any hotel, apartment hotel, motel, resort motel, apartment, apartment motel, roominghouse, mobile home park, recreational vehicle park, condominium, or timeshare resort for a term of 6 months or less is exercising a privilege which is subject to taxation under this section, unless such person rents, leases, or lets for consideration any living quarters or accommodations which are exempt according to the provisions of chapter 212. 2.a. Tax shall be due on the consideration paid for occupancy in the county pursuant to a regulated short-term product, as defined in s. 721.05, or occupancy in the county pursuant to a product that would be deemed a regulated short-term product if the agreement to purchase the short-term right were executed in this state. Such tax shall be collected on the last day of occupancy within the county unless such consideration is applied to the purchase of a timeshare estate. The occupancy of an accommodation of a timeshare resort pursuant to a timeshare plan, a multisite timeshare plan, or an exchange transaction in an exchange program, as defined in s. 721.05, by the owner of a timeshare interest or such owner's guest, which guest is not paying monetary consideration to the owner or to a third party for the benefit of the owner, is not a privilege subject to taxation under this section. A membership or transaction fee paid by a timeshare owner that does not provide the timeshare owner with the right to occupy any specific timeshare unit but merely provides the timeshare owner with the opportunity to exchange a timeshare interest through an exchange program is a service charge and not subject to taxation under this section. b. Consideration paid for the purchase of a timeshare license in a timeshare plan, as defined in s. 721.05, is rent subject to taxation under this section. (b) Subject to the provisions of this section, any county in this state may levy and impose a tourist development tax on the exercise within its boundaries of the taxable privilege described in paragraph (a), except that there shall be no additional levy under this section in any cities or towns presently imposing a municipal resort tax as authorized under chapter 67-930, Laws of Florida, and this section shall not in any way affect the poA90 www.leg.state.fl.uslstatutes/index.cfm?App mode=Display_Statute&URL=0100-019910125JSec6onsI0125.0104.html 1/10 6/2/2021 Statutes & Constitution :View Statutes : Online Sunshine and existence of any tourist development authority created pursuant to chapter 67-930, Laws of Florida. No county authorized to levy a convention development tax pursuant to s. 212.0305, or to s. 8 of chapter 84-324, Laws of Florida, shall be allowed to levy more than the 2 -percent tax authorized by this section. A county may elect to levy and impose the tourist development tax in a subcounty special district of the county. However, if a county so elects to levy and impose the tax on a subcounty special district basis, the district shall embrace all or a significant contiguous portion of the county, and the county shall assist the Department of Revenue in identifying the rental units subject to tax in the district. (c) The tourist development tax shall be levied, imposed, and set by the governing board of the county at a rate of 1 percent or 2 percent of each dollar and major fraction of each dollar of the total consideration charged for such Lease or rental. When receipt of consideration is by way of property other than money, the tax shall be levied and imposed on the fair market value of such nonmonetary consideration. (d) In addition to any 1 -percent or 2 -percent tax imposed under paragraph (c), the governing board of the county may levy, impose, and set an additional 1 percent of each dollar above the tax rate set under paragraph (c) by the extraordinary vote of the governing board for the purposes set forth in subsection (5) or by referendum approval by the registered electors within the county or subcounty special district. No county shall levy, impose, and set the tax authorized under this paragraph unless the county has imposed the 1 -percent or 2 -percent tax authorized under paragraph (c) for a minimum of 3 years prior to the effective date of the levy and imposition of the tax authorized by this paragraph. Revenues raised by the additional tax authorized under this paragraph shall not be used for debt service on or refinancing of existing facilities as specified. in subparagraph (5)(a)1. unless approved by a resolution adopted.by an extraordinary majority of the total membership of the governing board of the county. If the 1 -percent or 2 -percent tax authorized in paragraph (c) is levied within a subcounty special taxing district, the additional tax authorized in this paragraph shall only be levied therein. The provisions of paragraphs (4)(a) -(d) shall not apply to the adoption of the additional tax authorized in this paragraph. The effective date of the levy and imposition of the tax authorized under this paragraph shall be the first day of the second month following approval of the ordinance by the governing board or the first day of any subsequent month as may be specified in the ordinance. A certified copy of such ordinance shall be furnished by the county to the Department of Revenue within 10 days after approval of such ordinance. (e) The tourist development tax shall be in addition to any other tax imposed pursuant to chapter 212 and in addition to all other taxes and fees and the consideration for the rental or lease. (f) The tourist development tax shalt be charged by the person receiving the consideration for the lease or rental, and it shall be collected from the lessee, tenant, or customer at the time of payment of the consideration for such lease or rental. (g) The person receiving the consideration for such rental or tease shall receive, account for, and remit the tax to the Department of Revenue at the time and in the manner provided for persons who collect and remit taxes under s. 21203. The same duties and privileges imposed by chapter 212 upon dealers in tangible property, respecting the collection and remission of tax; the making of returns; the keeping of books, records, and accounts; and compliance with the rules of the Department of Revenue in the administration of that chapter shall apply to and be binding upon all persons who are subject to the provisions of this section. However, the Department of Revenue may authorize a quarterly return and payment when the tax remitted by the dealer for the preceding quarter did not exceed $25. (h) The Department of Revenue shall keep records showing the amount of taxes collected, which records shall also include records disclosing the amount of taxes collected for and from each county in which the tax authorized by this section is applicable. These records shall be open for inspection during the regular office hours of the Department of Revenue, subject to the provisions of s. 213.053. (i) Collections received by the Department of Revenue from the tax, less costs of administration of this section, shall be paid and returned monthly to the county which imposed the tax, for use by the county in accordance with the provisions of this section. They shalt be placed in the county tourist development trust fund of the respective county, which shall be established by each county as a condition precedent to receipt of such funds. 491 www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute&URL=0100-0199/0125/Sections/0125.0104.html 2/10 6/2/2021 Statutes & Constitution :View Statutes : Online Sunshine (j) The Department of Revenue is authorized to employ persons and incur other expenses for which funds are appropriated by the legislature, (k) The Department of Revenue shalt promulgate such rules and shalt prescribe and publish such forms as may be necessary to effectuate the purposes of this section. (t) In addition to any other tax which is imposed pursuant to this section, a county may impose up to an additional 1 -percent tax on the exercise of the privilege described in paragraph (a) by majority vote of the governing board of the county in order to: 1. Pay the debt service on bonds issued to finance the construction, reconstruction, or renovation of a professional sports franchise facility, or the acquisition, construction, reconstruction, or renovation of a retained spring training franchise facility, either publicly owned and operated, or publicly owned and operated by the owner of a professional sports franchise or other lessee with sufficient expertise or financial capability to operate such facility, and to pay the planning and design costs incurred prior to the issuance of such bonds. 2. Pay the debt service on bonds issued to finance the construction, reconstruction, or renovation of a convention center, and to pay the planning and design costs incurred prior to the issuance of such bonds. 3. Pay the operation and maintenance costs of a convention center for a period of up to 10 years. Only counties that have elected to levy the tax for the purposes authorized in subparagraph 2. may use the tax for the purposes enumerated in this subparagraph. Any county that elects to levy the tax for the purposes authorized in subparagraph 2. after July 1, 2000, may use the proceeds of the tax to pay the operation and maintenance costs of a convention center for the life of the bonds. 4. Promote and advertise tourism in the State of Florida and nationally and internationally; however, if tax revenues are expended for an activity, service; venue, or event, the activity, service, venue, or event shalt have as one of its main purposes the attraction of tourists as evidenced by the promotion of the activity, service, venue, or event to tourists. The provision of paragraph (b) which prohibits any county authorized to levy a convention development tax pursuant to s. 212.0305 from levying more than the 2 -percent tax authorized by this section, and the provisions of paragraphs (4)(a) -(d), shall not apply to the additional tax authorized in this paragraph. The effective date of the levy and imposition of the tax authorized under this paragraph shalt be the first day of the second month following approval of the ordinance by the governing board or the first day of any subsequent month as may be specified in the ordinance. A certified copy of such ordinance shall be furnished by the county to the Department of Revenue within 10 days after approval of such ordinance. (m)1. In addition to any other tax which is imposed pursuant to this section, a high tourism impact county may impose an additional 1 -percent tax on the exercise of the privilege described in paragraph (a) by extraordinary vote of the governing board of the county. The tax revenues received pursuant to this paragraph shall be used for one or more of the authorized uses pursuant to subsection (5). 2. A county is considered to be a high tourism impact county after the Department of Revenue has certified to such county that the sales subject to the tax levied pursuant to this section exceeded $600 million during the previous calendar year, or were at least 18 percent of the county's total taxable sates under chapter 212 where the sales subject to the tax levied pursuant to this section were a minimum of $200 million, except that no county authorized to levy a convention development tax pursuant to s. 212.0305 shalt be considered a high tourism impact county. Once a county qualifies as a high tourism impact county, it shall retain this designation for the period the tax is levied pursuant to this paragraph. 3. The provisions of paragraphs (4)(a) -(d) shall not apply to the adoption of the additional tax authorized in this paragraph. The effective date of the levy and imposition of the tax authorized under this paragraph shall be the first day of the second month following approval of the ordinance by the governing board or the first day of any subsequent month as may be specified in the ordinance. A certified copy of such ordinance_ shall be furnished by the county to the Department of Revenue within 10 days after approval of such ordinance. (n) In addition to any other tax that is imposed under this section, a county that has imposed the tax under paragraph (t) may impose an additional tax that is no greater than 1 percent on the exercise of the privilege492 www.leg.state.fl.us/statutestindex.cfm?App_mode=Display_Statute&URL=0100-0199!0125/Sections/0125.0104,html 3/10 6/2/2021 Statutes & Constitution :View Statutes : Online Sunshine described in paragraph (a) by a majority plus one vote of the membership of the board of county commissioners in order to: 1. Pay the debt service on bonds issued to finance: a. The construction, reconstruction, or renovation of a facility either publicly owned and operated, or publicly owned and operated by the owner of a professional sports franchise or other lessee with sufficient expertise or financial capability to operate such facility, and to pay the planning and design costs incurred prior to the issuance of such bonds for a new professional sports franchise as defined in s. 288.1162. b. The acquisition, construction, reconstruction, or renovation of a facility either publicly owned and operated, or publicly owned and operated by the owner of a professional sports franchise or other lessee with sufficient expertise or financial capability to operate such facility, and to pay the planning and design costs incurred prior to the issuance of such bonds for a retained spring training franchise. 2. Promote and advertise tourism in the State of Florida and nationally and internationally; however, if tax revenues are expended for an activity, service, venue, or event, the activity, service, venue, or event shall have as one of its main purposes the attraction of tourists as evidenced by the promotion of the activity, service, venue, or event to tourists. A county that imposes the tax authorized in this paragraph may not expend any ad valorem tax revenues for the acquisition, construction, reconstruction, or renovation of a facility for which tax revenues are used pursuant to subparagraph 1. The provision of paragraph (b) which prohibits any county authorized to levy a convention development tax pursuant to s. 212.0305 from levying more than the 2 -percent tax authorized by this section shall not apply to the additional tax authorized by this paragraph in counties which levy convention development taxes pursuant to s. 212.0305(4)(a). Subsection (4) does not apply to the adoption of the additional tax authorized in this paragraph. The effective date of the levy and imposition of the tax authorized under this paragraph is the first day of the second month following approval of the ordinance by the board of county commissioners or the first day of any subsequent month specified in the ordinance. A certified copy of such ordinance shall be furnished by the county to the Department of Revenue within 10 days after approval of the ordinance. (4) ORDINANCE LEVY TAX; PROCEDURE.— (a) The tourist development tax shall be levied and imposed pursuant to an ordinance containing the county tourist development plan prescribed under paragraph (c), enacted by the governing board of the county. The ordinance levying and imposing the tourist devetopment tax shall not be effective unless the electors of the county or the electors in the subcounty special district in which the tax is to be levied approve the ordinance authorizing the levy and imposition of the tax, in accordance with subsection (6). The effective date of the levy and imposition of the tax shalt be the first day of the second month following approval of the ordinance by referendum, as prescribed in subsection (6), or the first day of any subsequent month as may be specified in the ordinance. A certified copy of the ordinance shalt be furnished by the county to the Department of Revenue within 10 days after approval of such ordinance. The governing authority of any county levying such tax shall notify the department, within 10 days after approval of the ordinance by referendum, of the time period during which the tax will be levied. (b) At least 60 days prior to the enactment of the ordinance levying the tax, the governing board of the county shall adopt a resolution establishing and appointing the members of the county tourist development council, as prescribed in paragraph (e), and indicating the intention of the county to consider the enactment of an ordinance levying and imposing the tourist development tax. (c) Prior to enactment of the ordinance levying and imposing the tax, the county tourist development council shall prepare and submit to the governing board of the county for its approval a plan for tourist development. The plan shall set forth the anticipated net tourist development tax revenue to be derived by the county for the 24 months following the levy of the tax; the tax district in which the tourist development tax is proposed; and a list, in the order of priority, of the proposed uses of the tax revenue by specific project or special use as the same are authorized under subsection (5). The ptan shall include the approximate cost or expense allocation for each 493 specific project or special use. www.leg,state.fi.us/statuteslinde drn?App_mode=Display_Stalute&U RI_=0100-0199/0125/Sections/0125,0104.html 4/10 61212021 Statutes & Constitution :View Statutes : Online Sunshine (d) The governing board of the county.shall.adopt the county plan for tourist development as part of the ordinance levying the tax. After enactment of the ordinance levying and imposing the tax, the plan of tourist development may not be substantially amended except by ordinance enacted by an affirmative vote of a majority plus one additional member of the governing board. (e) The governing board of each county which levies and imposes a tourist development tax under this section shall appoint an advisory council to be known as the " Jname of county)_ Tourist Development Council." The council shall be established by ordinance and composed of nine members who shall be appointed by the governing board. The chair of the governing board of the county or any other member of the governing board as designated by the chair shalt serve on the council. Two members of the council shall be elected municipal officials, at least one of whom shall be from the most populous municipality in the county or subcounty special taxing district in which the tax is levied. Six members of the council shall be persons who are involved in the tourist industry and who have demonstrated an interest in tourist development, of which members, not less than three nor more than four shall be owners or operators of motels, hotels, recreational vehicle parks, or other tourist accommodations in the county and subject to the tax. All members of the council shall be electors of the county. The governing board of the county shall have the option of designating the chair of the council or allowing the council to elect a chair. The chair shall be appointed or elected annually and may be reelected or reappointed. The members of the council shall serve for staggered terms of 4 years. The terms of office of the original members shall be prescribed in the resolution required under paragraph (b). The council shall meet at least once each quarter and, from time to time, shall make recommendations to the county governing board for the effective operation of the.special projects or for uses of the tourist development tax revenue and perform such other duties as may be prescribed by county ordinance or resolution. The council shall continuously review expenditures of revenues from the tourist development trust fund and shall receive, at least quarterly, expenditure reports from the county governing board or its designee. Expenditures which the council believes to be unauthorized shall be reported to the county governing board and the Department of Revenue. The governing board and the department shall review the findings of the council and take appropriate administrative or judicial action to ensure compliance with this section. The changes in the composition of the membership of the tourist development council mandated by chapter 86-4, Laws of Florida, and this act shall not cause the interruption of the current term of any person who is a member of a council on October 1, 1996. (5) AUTHORIZED USES OF REVENUE.— (a) All tax revenues received pursuant to this section by a county imposing the tourist development tax shall be used by that county for the following purposes only: 1. To acquire, construct, extend, enlarge, remodel, repair, improve, maintain, operate, or promote one or more: a. Publicly owned and operated convention centers, sports stadiums, sports arenas, coliseums, or auditoriums within the boundaries of the county or subcounty special taxing district in which the tax is levied; b. Auditoriums that are publicly owned but are operated by organizations that are exempt from federal taxation pursuant to 26 U.S.C. s. 501(c)(3) and open to the public, within the boundaries of the county or subcounty special taxing district in which the tax is levied,, or c. Aquariums or museums that are publicly owned and operated or owned and operated by not-for-profit organizations and open to the public, within the boundaries of the county or subcounty special taxing district in which the tax is levied; 2. To promote zoological parks that are publicly owned and operated or owned and operated by not-for-profit organizations and open to the public; 3. To promote and advertise tourism in this state and nationally and internationally; however, if tax revenues are expended for an activity, service, venue, or event, the activity, service, venue, or event must have as one of its main purposes the attraction of tourists as evidenced by the promotion of the activity, service, venue, or event to tourists; 4. To fund convention bureaus, tourist bureaus, tourist information centers, and news bureaus as county 494 agencies or by contract with the chambers of commerce or similar associations in the county, which may include www.leg.state,fl.uslstatutes/index.cfm?App_mode=Display_Statute&URL=0100-019910125/Sections/0125.0104.html 5110 6/2/2021 Statutes & Constitution :View Statutes: Online Sunshine any indirect administrative costs for services performed by the county on behalf of the promotion agency; 5. To finance beach park facilities, or beach, channel, estuary, or lagoon improvement, maintenance, renourishment, restoration, and erosion control, including construction of beach groins and shoreline protection, enhancement, cleanup, or restoration of inland lakes and rivers to which there is public access as those uses relate to the physical preservation of the beach, shoreline, channel, estuary, lagoon, or inland take or river. However, any funds identified by a county as the local matching source for beach renourishment, restoration, or erosion control projects included in the long-range budget plan of the state's Beach Management Plan, pursuant to s. 161.091, or funds contractually obligated by a county in the financial plan for a federally authorized shore protection project may not be used or loaned for any other purpose. In counties of fewer than 100,000 population, up to 10 percent of the revenues from the tourist development tax may be used for beach park facilities; or 6. To acquire, construct, extend, enlarge, remodel, repair, improve, maintain, operate, or finance public facilities within the boundaries of the county or subcounty special taxing district in which the tax is levied, if the public facilities are needed to increase tourist -related business activities in the county or subcounty special district and are recommended by the county tourist development council created pursuant to paragraph (4)(e). Tax revenues may be used for any related land acquisition, land improvement, design and engineering costs, and all other professional and related costs required to bring the public facilities into service. As used in this subparagraph, the term "public facilities" means major capital improvements that have a life expectancy of 5 or more years, including, but not limited to, transportation, sanitary sewer, solid waste, drainage, potable water, and pedestrian facilities. Tax revenues may be used for these purposes only if the following conditions are satisfied: a. In the county fiscal year immediately preceding the fiscal year in which the tax revenues were initially used for such purposes, at least $10 million in tourist development tax revenue was received; b. The county governing board approves the use for the proposed public facilities by a vote of at least two- thirds of its membership; c. No more than 70 percent of the cost of the proposed public facilities will be paid for with tourist development. tax revenues, and sources of funding for the remaining cost are identified and confirmed by the county governing board; d. At least 40 percent of all tourist development tax revenues collected in the county are spent to promote and advertise tourism as provided by this subsection; and e. An independent professional analysis, performed at the expense of the county tourist development council, demonstrates the positive impact of the infrastructure project on tourist -related businesses in the county. Subparagraphs 1. and 2. may be implemented through service contracts and teases with lessees that have sufficient expertise or financial capability to operate such. facilities. (b) Tax revenues received pursuant to this section by a county of less than 950,000 population imposing a tourist development tax may only be used by that county for the following purposes in addition to those purposes allowed pursuant to paragraph (a): to acquire, construct, extend, enlarge, remodel, repair, improve, maintain, operate, or promote one or more zoological parks, fishing piers or nature centers which are publicly owned and operated or owned and operated by not-for-profit organizations and open to the public. All population figures relating to this subsection shall be based on the most recent population estimates prepared pursuant to the provisions of s. 186.901. These population estimates shalt be those. in effect on July 1 of each year. (c) A county located adjacent to the Gulf of Mexico or the Atlantic Ocean, except a county that receives revenue from taxes levied pursuant to s. 125.0108, which meets the following criteria may use up to 10 percent of the tax revenue received pursuant to this section to reimburse expenses incurred in providing public safety services, including emergency medical services as defined in s. 401.107(3), and law enforcement services, which are needed to address impacts related to increased tourism and visitors to an area. However, if taxes collected pursuant to this section are used to reimburse emergency medical services or public safety services for tourism or special events, the governing board of a county or municipality may not use such taxes to supplant the normal operating expenses of an emergency medical services department, a fire department, a sheriff's office, or a g�l�e department. To receive reimbursement, the county must: www.16g.§tate.fl.us/statutes/index.cfm?App_mode=Display_Statute&URL=0100-0199/0125/Sections/0125.0104.html 6/10 6/2/2021 Statutes & Constitution :View Statutes : Online Sunshine, 1. Generate a minimum of $10 million in :annual proceeds from any tax, or any combination of taxes, authorized to be levied pursuant to this section; 2. Have at least three municipalities; and 3. Have an estimated population of less than 225,000, according to the most recent population estimate prepared pursuant to s. 186.901, excluding the inmate population. The board of county commissioners must by majority vote approve reimbursement made pursuant to this paragraph upon receipt of a recommendation from the tourist development council. (d) The revenues to be derived from the tourist development tax may be pledged to secure and liquidate revenue bonds issued by the county for the purposes set forth in subparagraphs (a)1., 2., and 5. or for the purpose of refunding bonds previously issued for such purposes, or both; however, no more than 50 percent of the revenues from the tourist development tax may be pledged to secure and liquidate revenue bonds or revenue refunding bonds issued for the purposes set forth in subparagraph (a)5. Such revenue bonds and revenue refunding bonds may be authorized and issued in such principal amounts, with such interest rates and maturity dates, and subject to such other terms, conditions, and covenants as the governing board of the county shalt provide. The Legislature intends that this paragraph be full and complete authority for accomplishing such purposes, but such authority is supplemental and additional to, and not in derogation of, any powers now existing or later conferred under law. (e) Any use of the local option tourist development tax revenues collected pursuant to this section for a purpose not expressly authorized by paragraph (3)(1) or paragraph (3)(n) or paragraphs (a) -(d) of this subsection is expressly prohibited. (6) REFERENDUM.— (a) No ordinance enacted by any county levying the tax authorized by paragraphs (3)(b) and (c) shall take effect until the ordinance levying and imposing the tax has been approved in a referendum election by a majority of the electors voting in such election in the county or by a majority of the electors voting in the subcounty special tax district affected by the tax. (b) The governing board of the county levying the tax shalt arrange to place a question on the ballot at the next regular or speciat election to be held within the county, substantially as follows: FOR the Tourist Development Tax AGAINST the Tourist Development Tax. (c) If a majority of the electors voting on the question approve the levy, the ordinance shall be deemed to be in effect. (d) In any case where a referendum levying and imposing the tax has been approved pursuant to this section and 15 percent of the electors in the county or 15 percent of the electors in the subcounty special district in which the tax is levied fife a petition with the board of county commissioners for a referendum to repeal the tax, the board of county commissioners shall cause an election to be held for the repeal of the tax which election shall be subject only to the outstanding bonds for which the tax has been pledged. However, the repeal of the tax shall not be effective with respect to any portion of taxes initially levied in November 1989, which has been pledged or is being used to support bonds under paragraph (3)(d) or paragraph (3)(t) until the retirement of those bonds. (7) AUTOMATIC EXPIRATION ON RETIREMENT OF BONDS.—Notwithstanding any other provision of this section, if the plan for tourist development approved by the governing board of the county, as amended pursuant to paragraph (4)(d), includes the acquisition, construction, extension, enlargement, remodeling, repair, or improvement of a publicly owned and operated convention center, sports stadium, sports arena, coliseum, or auditorium, or museum or aquarium that is publicly owned and operated or owned and operated by a not-for-profit organization, the county ordinance levying and imposing the tax automatically expires upon the later of: (a) The retirement of at( bonds issued by the county for financing the acquisition, construction, extension, enlargement, remodeling, repair, or improvement of a publicly owned and operated convention center, sports stadium, sports arena, coliseum, or auditorium, or museum or aquarium that is publicly owned and operated or owned and operated by a not-for-profit organization; or 496 www.leg.state,fl.uslatatuteslindex.cfm?App_mode=bisplay_Statute&URL=0100-0199/01251Sections10125.0104.html 7110 6/212021 Statutes & Constitution :View Statutes : Online Sunshine (b) The expiration of any agreement by the county for the operation or maintenance, or both, of a publicly owned and operated convention center, sports stadium, sports arena, coliseum, auditorium, aquarium, or museum. However, this does not preclude that county from amending the ordinance extending the tax to the extent that the board of the county determines to be necessary to provide funds to operate, maintain, repair, or renew and replace a publicly owned and operated convention center, sports stadium, sports arena, coliseum, auditorium, aquarium, or museum or from enacting an ordinance that takes effect without referendum approval, unless the original referendum required ordinance expiration, pursuant to the provisions of this section reimposing a tourist development tax, upon or foltowing the expiration of the previous ordinance. (8) PROHIBITED ACTS; ENFORCEMENT; PENALTIES.— (a) Any person who is taxable hereunder who faits or refuses to charge and collect from the person paying any rental or tease the taxes herein provided, either by himself or herself or through agents or employees, is, in addition to being personally liable for the payment of the tax, guilty of a misdemeanor of the first degree, punishable as provided in s. 775.082 or s. 775.083. (b) No person shall advertise or hold out to the public in any manner, directly or indirectly, that he or she wilt absorb all or any part of the tax, that he or she will relieve the person paying the rental of the payment of all or any part of the tax, or that the tax will not be added to the rental or lease consideration or, when added, that it or any part thereof will be refunded or refused, either directly or indirectly, by any method whatsoever. Any person who willfully violates any provision of this subsection is guilty of a misdemeanor of the first degree, punishable as provided in s. 775.082 or s. 775.083. (c) The tax authorized to be levied by this section shall constitute a lien on the property of the lessee, customer, or tenant in the same manner as, and shall be collectible as are, liens authorized and imposed in ss. 713.67, 713.68, and 713.69. (9) COUNTY TOURISM PROMOTION AGENCIES.—In addition to any other powers and duties provided for agencies created for the purpose of tourism promotion by a county levying the tourist devetopment tax, such agencies are authorized and empowered to: (a) Provide, arrange, and make expenditures for transportation, lodging, meats, and other reasonable and necessary items and services for such persons, as determined by the head of the agency, in connection with the performance of promotional and other duties of the agency. However, entertainment expenses shall be authorized only when meeting with travel writers, tour brokers, or other persons connected with the tourist industry. All travel and entertainment-retated expenditures in excess of $10 made pursuant to this subsection shall be substantiated by paid bills therefor. Complete and detailed justification for all travel and entertainment -related expenditures made pursuant to this subsection shall be shown on the travet expense voucher or attached thereto. Transportation and other incidentat expenses, other than those provided in s. 112.061, shall only be authorized for officers and employees of the agency, other authorized persons, travel writers, tour brokers, or other persons connected with the tourist industry when traveling pursuant to paragraph (c). All other transportation and incidental expenses pursuant to this subsection shall be as provided in s. 112.061. Operational or promotional advancements, as defined in s. 288.35(4), obtained pursuant to this subsection, shalt not be commingled with any other funds. (b) Pay by advancement or reimbursement, or a combination thereof, the costs of per diem and incidental expenses of officers and employees of the agency and other authorized persons, for foreign travel at the current rates as specified in the federat publication "Standardized Regulations (Government Civilians, Foreign Areas)." The provisions of this paragraph shalt apply for any officer or employee of the agency traveling in foreign countries for the purposes of promoting tourism and travel to the county, if such travel expenses are approved and certified by the agency head from whose funds the traveler is paid. As used in this paragraph, the term "authorized person" shalt have the same meaning as provided in s. 112.061(2)(e). With the exception of provisions concerning rates of payment for per diem, the provisions of s. 112.061 are applicable to the travel described in this paragraph. As used in this paragraph, "foreign travel" means all travel outside the United States. Persons traveling in foreign countries pursuant to this subsection shall not be entitled to reimbursements or advancements pursuant to s. 112.061(EM2. www.leg.state.fl.uslstatuteslindex,cfm?App_mode=Display_Statute&URL=0100-019810125/Sections/0125.0104.html 8110 6/2/2021 Statutes & Constitution :View Statutes: Online Sunshine (c) Pay by advancement or reimbursement, or by a combination thereof, the actual reasonable and necessary costs of travel, meals, lodging, and incidental expenses of officers and employees of the agency and other authorized persons when meeting with travel writers, tour brokers, or other persons connected with the tourist industry, and while attending or traveling in connection with travel or trade shows. With the exception of provisions concerning rates of payment, the provisions of s. 112.061 are applicable to the travel described in this paragraph. (d) Undertake marketing research and advertising research studies and provide reservations services and convention and meetings booking services consistent with the authorized uses of revenue as set forth in subsection (5)• 1. Information given to a county tourism promotion agency which, if released, would reveal the identity of persons or entities who provide data or other information as a response to a sales promotion effort, an advertisement, or a research project or whose names, addresses, meeting or convention plan information or accommodations or other visitation needs become booking or reservation list data, is exempt from s. 119.07(1) and s. 24(a), Art. 1 of the State Constitution. 2. The following information, when held by a county tourism promotion agency, is exempt from s. 119.07(1) and s. 24(a), Art. I of the State Constitution: a. Booking business records, as defined in s. 255.047. b. Trade secrets and commercial or financial information gathered from a person and privileged or confidential, as defined and interpreted under 5 U.S.C. s. 552(b)(4), or any amendments thereto. 3. A trade secret, as defined in s. 812.081, held by a county tourism promotion agency is exempt from s. 119.07(1) and s. 24(a), Art. I of the State Constitution. This subparagraph is subject to the Open Government Sunset Review Act in accordance with s. 119.15 and shall stand repeated on October 2, 2021, unless reviewed and saved from repeal through reenactment by the Legislature. (e) Represent themselves to the public as convention and visitors bureaus, visitors bureaus, tourist development councils, vacation bureaus, or county tourism promotion agencies operating under any other name or names specifically designated by ordinance. (10) LOCAL ADMINISTRATION OF TAX.— (a) A county levying a tax under this section or s. 125.0108 may be exempted from the requirements of the respective section that: 1. The tax collected be remitted to the Department of Revenue before being returned to the county; and 2. The tax.be administered according to chapter 212, if the county adopts an ordinance providing for the local collection and administration of the tax. (b) The ordinance shall include provision for, but need not be limited to: 1. Initial collection of the tax to be made in the same manner as the tax imposed under chapter 212. 2. Designation of the local official to whom the tax shalt be remitted, and that official's powers and duties with respect thereto. Tax revenues may be used only in accordance with the provisions of this section. 3. Requirements respecting the keeping of appropriate books, records, and accounts by those responsible for collecting and administering the tax. 4. Provision for payment of a dealer's credit as required under chapter 212. 5. A portion of the tax collected may be retained by the county for costs of administration, but such portion shall not exceed 3 percent of collections. (c) A county adopting an ordinance providing for the collection and administration of the tax on a local basis shall also adopt an ordinance electing either to assume all responsibility for auditing the records and accounts of dealers, and assessing, collecting, and enforcing payments of delinquent taxes, or to delegate such authority to the Department of Revenue. If the county elects to assume such responsibility, it shalt be bound by all. rules promulgated by the Department of Revenue pursuant to paragraph (3)(k), as well as those rules pertaining to the sates and use tax on transient rentals imposed by s. 212.03. The county may use any power granted in this section to the department to determine the amount of tax, penalties, and interest to be paid by each dealer and 1:0498 www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_ Statute&URL=0100-0199/0125/Sections/0125.0104.htmi 9110 6/2/2021 Statutes & Constitution :View Statutes : Online Sunshine enforce payment of such tax, penalties, and interest. The county may use a certified public accountant licensed in this state in the administration of its statutory duties and responsibilities. Such certified public accountants are bound by the same confidentiality requirements and subject to the same penalties as the county under s. 213.053. If the county delegates such authority to the department, the department shall distribute any collections so received; less costs of administration, to the county. The amount deducted for costs of administration by the department shall be used only for those costs which are solely and directly attributable to auditing, assessing, collecting; processing, and enforcing payments of delinquent taxes authorized in this section. If a county elects to delegate such authority to the department, the department shall audit only those businesses in the county that it audits pursuant to chapter 212. (11) INTEREST PAID ON DISTRIBUTIONS. - (a) Interest shall be paid on undistributed taxes collected and remitted to the Department of Revenue under this section. Such interest shall be included along with the tax proceeds distributed to the counties and shall be paid from moneys transferred from the General Revenue Fund. The department shall calculate the interest for net tax distributions using the average daily rate that was earned by the State Treasury for the preceding calendar quarter and paid to the General Revenue Fund. This rate shall be certified. by the Chief Financial Officer to the department by the 20th day following the close of each quarter. (b) The interest applicable to taxes collected under this section shalt be calculated by multiplying the tax amounts to be distributed times the daily rate times the number of days after the third working day following the date the tax is due and payable pursuant to s. 212.11 until the .date the department issues a voucher to request the Chief Financial Officer to issue the payment warrant. The warrant shall be issued within 7 days after the request. (c) If an overdistribution of taxes is made by the department, interest shall be paid on the overpaid amount beginning on the date the warrant including the overpayment was issued until the third working day following the due date of the payment period from which the overpayment is being deducted. The interest on an overpayment shalt be calculated using the average daily rate from the applicable calendar quarter and shall be deducted from moneys distributed to the county under this section. History. -ss. 1, 2, 3, 4, 5, 6, 7, 8, ch 77-209; s. 3, ch. 79-359; s. 72, ch. 79-400; s. 4, ch. 80-209; s. 2, ch. 80-222; s. 5, ch. 83-297; s. 1, ch, 83-321; s. 40, ch. 85-55; s. 1, ch. 86.4; s. 76, ch. 86-163; s. 61, ch. 87-6; s. 1, ch. 87-99; s. 35, ch. 87-101; s. 1, ch. 87-175; s. 5, ch. 87.280; s. 4, ch. 88-226; s. 6, ch. 88-243; s. 2, ch. 89-217; ss. 31, 66, ch. 89-356; s. 2, ch. 89.362; s. 1, ch. 90.107; s.1, ch. 90-349; s. 81, 'ch. 91-45; s. 230, ch. 91-224; s. 3, ch. 92-175; s. 1, ch. 92-204; s. 32, ch. 92-320; s. 4, ch. 93-233; s. 1, ch. 94-275; s. 3, ch. 94-314; s. 37, ch. 94-338; s. 3, ch. 94-353; s. 1, ch. 95-133; s. 1434, ch. 95-147; s. 3, ch. 95-304; s. 1, ch. 95-360; s. 1, ch. 95-416; ss. 44, 46, ch. 96.397; s. 43., ch. 96.406; s. 15, ch. 97.99; s, 1, ch. 98-106; s. 58, ch. 99-2; s. 1, ch. 99-287; ss. 6, 11, 14, ch. 2000-312; s. 11, ch. 2000-351; s. 14, ch. 2001-252; s. 10, ch. 2002.265; s. 1, ch. 2003,34; s. 1, ch. 2003-37; s. 2, ch. 2003-78; s. 145, ch. 2003-261; s. 1, ch. 2005-96; s. 1, ch. 2009-133; s. 1, ch. 2012-186; s. 1; ch. 2013.168; s. 2, ch. 2016-6; s. 1, ch. 2016.220; s. 1, ch. 2017-36; s. 5, ch. 2018-118; s. 1, ch. 2020- 10, Copyright Q 1995-2021 The Florida Legislature • Privacy statement • Contact Us I 499 www.leg.state.fl,us/statutes/index.cfm?App mode=0isplay_Statute&URL=Oi 00-0199/0125/Sections/0125.0104.html 10/10 ORDINANCE NO. .S7 -11 - AN ORD'[NANCE OF INDIAN RIVER 'COUNTY; FLORIDA, LEVYING AND, 1MPOS.ING A. TOURIST DEVELOPMENT' TAX PURSUANT TO SECTION. 125.01011; FLORIDA STATUTES; ESTABLISHING THE TOURIST DEVELOPMENT COUNCIL AND PROV I D I NC FOR. :MEMBERSH I P AND DUTIES THEREOF; ADOPTING..A COUNTY PLAN FOR TOURIST DEVELOPMENT; ESTABLISHING USES FOR TOURIST DEVELOPMENT TAX 'REVENUES - PROVIDING FOR REFERENDUM APPROVAL OF TOURIST DEVELOOMENT TAX IN TWO S06COUMY TAXING DISTRICTS,. ONE TO ENCOMPASS THE CITY OF VERO BEACH, AND THE OTHER TO ENCOMPASS THE P.EMAtNDER OF' THE COUNTY; PROVIDING FOR.SEVERABILITY AND EFFECTIVE DATE. `WHEREAS, Section i2S.0104, Fiori.da Statutes, the "Local Option, Tourist Development Act", authorizes any C,obnty In this State to levy and Impose a tourist development taxon the exercise within its boundaries of the taxable privl,fege of renting, leasing, or letting for considerat[on any living quarters or accommodations in any hotel; apartment. hotel, motel; rooming house, mobile home park'; recreational vehicle park or condominium for a term of six months or less.; a'nd WHEREAS, the Board of County. -Commi-ssioners of iridian River County finds and `declares that it _is in the best, interest of 't.he health, sa.fet"y and 'welfare of the citizens and residents of Indian River County to ad'op't an ordinance levying and imposing a two percent tourist development tax in accordance with Section 125,0104; Florida Statutes; and WHREAS, this ord.inanc.e 'shall not take effect until and unless the ordinance levying and imposing the tourl,st• de4elopme6t tax has been approved in a referendum el"ectiori by -a majority "of •:the electors voting In such election; 1 500 !`RDiNAM(:E NO.. 87= 11 NOW. THEREFORE, i)e :it nrdatnea the Board of County Commisslonert of Indian River County; Florida, as fol tows; .SECTION 1. t. Tourist Development Council, a.. There is hereby established and appointed a County Tourist- Development Council consisting of the Chairman of the Board of County Cmrmiss. loners of Indian River County or .another member of the Board of County Commissioriers as designated by the Chairman: two elected munIc'ipaI officers; one of whom shall be froth the most populous municipality in the County; three owners or operators bf motels.. 'hotels. recreational vehicle parks, or other •tourist accommodations within the County; and three persons who are involved in 'the tourist Industry and who have demonstrated 'an, interest in tourist development; but who are not owners or operators Iof motets, hotels, recreational vehicle parks, or other iourlst accortxnodations. All members of the-Councitshall :be- electors of the County. b. The member9, of the Council, shall be .appointed by they Board of Couhty Commissioners of :Indian River County and `sF?ai iserve fo"r staggered, terms of four years, initially the' Board of County Commissioners shall .,appoint the following' members for a term to expire December 31., 1988: one elected municipal offici.af, two owners or operators of motels, hotels, recreational vehicle parks, or -.other tourist -accommodations within the County: and one person involved in the tourist • industry who has demonstrated an Interest in tourist development, but who is not an owner or operator of a motel,-hotei, recreational vehicle park, or other tourist accommodations. The remaInIno. appointees shall serve fora term which expires December 31, 1996. C. The Cha•i'rmah of the. Board of County Commissioners of Indian R" Iver County .or his designee who Is 2 501 4DiJ:ANCE No. 87-.11 a,.member of the Board of -County Crim. i:ssion-6 s shall be the Chairman of the Tourist Development Ccuncll. d. e COuncil Shalt, from time to time, make recomnendations to the Board a•r County Commissioners for the effective operation of, the special projects or for uses of the tourist development tax revenue. The Council shall continuously review expenditures of revenues from the tourist development trust fund and shalt receive, at A east quarterly, expenditure reports from the. Board of County Commissioners or its deslanee. Expenditures which the Council believes.to be unauthorized shall be reported to the Board of County Comnissioners and to' .the Department of Revenue. The Board of County Commissioners and the Department of Revenue shall review the findings of the Council and' take appropriate ;admin.istrative or judicial action to ensure Compliance with this o.rd.inance and with. Section 125.0104, Florida Statutes, 2: Taxing District and Levy. a. There area hereby created two taxing distr••Icts i.nvhlch fhe tourist deve.lopinent tax is 'proposed. One taxing district encompasses the geographical boundaries of the City of Vero -Beach. The second faxing district encompasses the remainder of. ceograghlcal boundaries. of Indian .River County. b. There is hereby adonted and imposed a two percent tourist development. tax In accordance with Section 125.0104; Florida Statutes; on the exercise within each of the taxina districts herein created of the taxable hrivilPoe of renting,. -leasing, or letting for consideration any living quarters or accommodations in any hotel, apartment hotel, motel, rooming house, mobile home oark, recreational vehicle park, camping space or condominium for a term of six months or .less. 3. Tour.lst Development_ Plan. There are hereby adopted the. plans fo.r tourist ;deveiopment for each district 3 502 nP..t 1wiCE NO. 87- 11 treated by the T'ouPis.t NiV;klopment :.�'cnc1.1 with...regard to the speeific revenues and expenditures for the: first twenty -:four months foll•owino ti:e levy of the tourist :development tax. `Phe plans are attached hereto and by this reference 'are hereby Inedrporated as If fully set forth hereln. a;. AuthorIied7Uses. of Revenue. a'. All revenues received .pursuant to this ordinance 'shall be used for the following purposes only: 7. Ta acquire, construct; extend, enlarge'; Pentode I , 'repa I r," ichprove, mal nta in, operate, or promote -.one or more 'publicly owned and operated :convention centers, sports stadiums, sports -,aren6s. coliseums or auditoriums within the boundarles of the County' or Subcounty Special taxing districf which approved the ordinance levying and•Itnposing the tax by ref erendum.pursuant to subsection 6. However, 'these purposes may be irtiplement,ed through service contracts and'leases with persons who maintain and operate adequate existing fac.il'ities; Z. To promode, and advertise tourism .in the Stste`of Florida and'nationaiiy and Iat.ernatIona II' 3. To fund convention bureaus; tourist bureaus', tourist Information centers, - and news, bureaus as County agencies or by contract'wi.th the chambers of commerce or sim;iar associations In the County; or 4. To finance beach improvement, maintenance, r6nourlshment, restoration, ani! erosion control. b. ` The revenues to be derived from the iourlst development tax may be pledged to secure and Liquidate revenue bonds issued by' the County for the purposes Set forth in subparagraph to i or up to fifty percent of the revenues to be derived from the tourist development tax may be pledged to secure and liquidate u 503 I CRb I FIANCE NO. '3 7 -11 . revenue bonds 1.ssued by the County for the puPpoSes "set forth in subpaea{grbph talk. S. Constructlon of Ordinance,. In all matters the Indian River 'County Tourist Development Council shall be governed by tompliance -with Section 125,010:♦, Florida Statutes, 1gas, .as amended by Chapter.66-4, laws of Florida, and as may be hereafter amended. .6. Referendum .Approval. A question .shall be placed .on the ballot at .the March 10, 1987 electl,on to be. held In lnd.ian River County for referendum approval by the electors ,i.n each of the subcounty taxing districts 'created herein to.be worded substaritlally as, fo`liows: "5halJ there be a Tourist Development Tax of 2% levied pursuant to Section 1.25.0104, Florida Statutes? FOR THE TOURIST DEVELOPMENT TAX AGA I NST THE TOl1R1 ST DEVELOPMENT TAX" If a majority of the electors voting on the question in any Subcounty taxing district approves the levy, the ordinance shall be deemed to be In effect in that taxing district -on the first day of the next month following the election. SECtlON II.. This ord_tnance :shall he incorporates! Into the Code of Ordinances of Indian -River County acid the word "ordinance" M'ay'be chanced to "section", "article". or other appropriate word .and the :sections of this ordlance may he renumbered or relettered to ac.comolt.sh suchpurposes. SECTION Ill. If any section, or if any sentence, paragraph, phrase, or word of this ordinance 15 for any reason held to be unconstitutionai, Inoperative, or void, such holding shall not affect the 'reit inino portions of this ordinance. and It shall be construed to have been the legislative intent to pass the ordinance Without such unconstitutional, invalid. or inoperative part. 5 504 ORDINANCE No. 87-11 Approve'd and,''adopzed by, the Eoard -of County Cornnissibners 'of 'hnttfan River County, Florida, on this 27th t!ay of '.January 1487. This 'ordinance 'was•.advertited in the Vero Beach Press-Jbbrna l on the 23rd` day of :December 19%, " for a 'pubtic hearing to 6e hel`j o6•the-27th day of January, 1987, at`,which: time .i't'-was movef for adoption by Commissioner Ig-kerx :: ' :,.•-'se.cbiided by Coi ml ss I ones' Bowman and adopted -by the• fol iowi'i'. vote: ' • Cha•i eman Doi* C,• Scur i ock, Jr. AM Vi'eee Chairman -Margaret C. 'Bowman Aye :Comm ss loner'' 1 l'chsrd,'N. Bird Aye .CoirrfifssIoner Carolyn K. Eggert p'2e Commf3sioner Gary C; Wheeler AXE BOARD OF.COLWTY CQWI SSIONERS r INDIAN RIVER COLIMY, FLORIDA ATTESTiB y � /lca(1t Cc+/ (i-`tic%i Don i., ;Scur oc t, Jr. Chairman - � '' Stu' '�;� � • .�.L.^ re a _rright_- Clerk Acknowledg'iMenti by `t! e- Department of State of the State of Fldrlda, this 4th day of. February 1987. Acknowledament from the.Department of'S'tate received an this 9th day of 'F ebrvary` " , 'j g87j a.t 1:30 a.m./p.m. and f i I ed Tn t_he'- Of cfT e •0_f` i e Crk of tF a Board of County Coninissi-oner's of Isidlan' River County, Fiorida, 2. APPROVED'AS TO.FORM AND LEGAL SUFFICIENCY nicear ett;," _ A'ssISt2nt'County Attorney 6 505 e Vero Beach Lifeguard Association YEARLY REPORT For The Beaches of Vero Beach Mission: To promote water safety and lifeguarding in Vero Beach and the surrounding communities Email: VeroBeachLA@Yahoo.com Website: www.VBLA.org 506 Our Objective: The purpose of our yearly report is to disseminate information and educate the public about the beaches within the City of Vero Beach. Our four miles of beach to include three lifeguarded beaches at Jaycee, Humiston and South Beach. Parks is part of the identity of our town and the foundation for the economic, social and cultural life of our community. The report includes statistics from past years, observations, areas of progress, areas of concern and recommendations for the future. In addition, we hope to educate those in the public who otherwise may not frequent the beach by providing information about our most important local resource.. VBLA wishes to thank our members who have given their time, effort and passion towards our goal of promoting a better beach for all to enjoy. 507 2020 STATISTICS Total Beach Park Attendance 729,950 Preventative Actions 10,362 Minor Medicals 227 Major Medicals 34 Rescues 36 Fatalities in Guarded Area 0 Fatalities in Unguarded Area 0 Observations Total park attendance for 2020 did not break any records (highest: 841,413 in 2019)(lowest: 600,880 in 2013). The COVID-19 pandemic seems to be responsible for the low attendance. Attendance is taken from within the lifeguarded beach parks of South, Humiston and Jaycee Parks to include 100 yards north and south of each park. Total attendance does .not include the other 89% of the nearly 4 miles of beach within the City limits. It has been observed that many people are spreading out along the shoreline and not on or near the lifeguarded areas to be counted. Estimates put the total number of people who visit our beach at over 1 million per year. April, August and December broke monthly low attendance records. May 2020 set the record high for May beach attendance with 91,943 visitors. Total Beach Park Attendance: 2020 (month to month) 1 60000 50000 40000 I 30000 ! j I I � 20000 ! 10000 0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec D Attendance 6565617164518502.5129436[919, 86095 45570 45569 40255 35395 45495 Total Beach Park Attendance: (Year to Year) 900000 800000 700000 600000 500000 400000 300000 200000 100000 0 2012 2013 2014 2015 2016 2017 2018 2019 2020 D Attendance 778060 600880 652229 658403 698375 755339 838981 841413 729950 509 Lifeguards responded to 261 medical emergencies; an increase of 21% from 2019. There were 36 water rescues; an increase of 31% from 2019. Roughly one half of all medical emergencies and water rescues occurred outside the guarded areas. Fortunately, there were no fatalities inside or outside the guarded areas. Medical Emergencies: Year to Year Comparison Ovu 600- 400 200- 0002012 0- 2012 2013 2014 2015 2016 2017 2018 2019 2020 Medicals 416 613 424 548 291 350 237 206 261 100 50 X Water Rescues: Year to Year Comparison 20121201312014120151201612017120181201912020 $ Water Rescues 1 34 1 71 1 40 1 39 1 34 1 19 1 33 1 25 1 36 510 From May 24 to September 12 lifeguards extended their hours to 7pm. Compared to 2019 extended hours, park attendance increased by more than 8,700 visitors. Within that time, lifeguards conducted 1,448 preventative actions, responded to 16 medical emergencies and rescued a .swimmer from drowning. A preventative action occurs when Lifeguards either stop a problem from happening and/or educate beach patrons about potential hazards. Extended hours attendance was not included in the total beach attendance. 2019 EXTENDED HOURS SUMMARY Memorial Day - Labor Day Total Park Attendance 46,462 Preventative Actions 1042 Minor Medicals 7 Major Medicals 0 Rescues 0 2020 EXTENDED HOURS SUMMARY May 24 - September 12 Total Park Attendance 55,165 Preventative Actions 11448 Minor Medicals 11 Major Medicals 5 Rescues 1 Turtle nesting season lasted from March through October with turtle research volunteers marking 1 in every 15 nests depending on the species of turtle. 511 C- Farrow Construction Corp t.l. ,1821 Lemon Ave Suite B FARROW Vero Beach, FL 32960 CGC1508740 Phone ,# 7721617-2488 info@farrowconstruction.com Fax# 7721.217-3918 w�vw:farrowconstruction.com Vero Beach Lifeguard Tower Estimate 7/Iti!18 113003 Permit, Appication, and Building department review fee 1.100.00 Prepping site and setup of staging and temporary fence for work area with signs 1.300.00 Engineering 2,500.00 Architecture 2,500.00 Coastal Tech (DEP) 22,500.00 Denio and doing" fees of existing 6,800.00 Purchase doors and windows, insulated impact glass with turtle code requirement 7-2,000.00 Install doors and windows 9,200M Trusses for roof and floor 8,800.00 Rough carpentry materials for roof deck, floor deck, hardi board exterior, exterior wall sheathing, vapor barrier; and hardi board 27,900.00 for underside of floor joist All snaps, bolts, tie downs, naris, screws, fastness, adhesive all for carpentry work 9,700.00 Rough carpentry labor for setting trusses, framing walls on exterior, exterior plywood on walls, and roof, and decorative 47,000.00 brackets All labor to install siding -and trim and wrap columns around exterior and soffit work and details 18.700.00 Build balcony porch with railing 8,700.00 Labor and material to :frame interior walls and iie;wIlI hardi board on framed walls (no insulation) 7,700.00 Electrical work for building 14,500.00 Electrical Fixtures (allowance) this would be for 4 paddle fans and two turtle exterior light fixtures 1,000.00 Purchase and install vinyl click lock floor throughout_ 3,500.00 Purchase mid install simple baseboard throughout 1,500.00 All painting work on interior and exterior 7.500M New shingle roof and copper flashing and drip edge 12,100.00 10% Deposit and all impact fees need to be paid in advance to get the job started. Total Ifyou would like to use a credit card there will be a 2.89% charge for American Express and 2,28% charge for Visa, Master Card, and Discovet Customer Signature Page 1 512 Farrow Construction Corn --PUP- 1821 Lemon Ave �� -Suite B FARROW Suite Beach, FL 32960 CGC1508740 Phone.0 772-517-2488 Fax # 772-217-39.18 info@faiiowconstructoit:com %N-Av. farrowconstruction. com Estimate Date Estimate# Page 2 513 Fac+ ICT tC. Fl—,NALnESULTS3 PAGE 01 10 Mar 1987 SPEC -101— ELECT -101,4 F'i'i NARCH 10, 1987 .� -•,•s COUNTY :: RIVER 3' {-.. i'LOt LDA REEFCRENDUM TQURI aT- DEVELOPMENT TAX ''HERE BE .4 TOURIST DSVEL,LIPH.E)aT TAX OF LEVIED PURSUANT TO SECTION 125.0104r FLORIDA 8i'ATU?'L-S7 FOR THE rO`tiFt _ i DEVELOPMENT T iAX �2 Q'� {u 1'1 57.86 AGAINS THE T OURST DEVELOPMENT TAX 1 {L _REFdDU i NORTH INDIAN RIVER COUNTY FIRE DISTRICT SHALL THE AUT14ORIZED MILLAGE OF THE INEIRTH INDIAN RIVER CC NTY FIRE DISTRICT BE F NCREAS ='D FROM ONE-HALF I! 3 LL TO OPE MILL PER ANNUCl ON EACH' DOL- AR VA: UE OF TAXABLE PROPERTY WITHIN .'I DISTRICT? -iE DISTRICT T.0 C OVEI=: THE EXPENSES = •F THE _ FLR YA'CREA3ED MILLASE i , 5.35 57.82 AGAINST INCREASED MILLAGE 823 4-2.5.9 REFERENDUM CITY OF VERO WhC H TOURIST DEVELOPMENT TA SHALL THERE DE A TOURIST DEVELCIPt E.NT TAX OF 2" LEVIED PURSUANT TO SECTION 125.0104!*' FLORIDA STATUTES? FOR THE 10UR I S T TANS' 1,922 AGAINST THE TOURIST TAX !,206 38.5s CITY OF VERO BEACH Clc-INT PE RCEPd + PRECINCTS COIU"YTE.D - COUNITY WIDE 32 1Dw.00 PRECINCTS COUNTED SE2ASTIAN' 1, 1,,79 P2.99 <EC r:ll`..'I S COUNTED - VERO BEACH 3 100. 00 PRECINCTS COUNTED - NORTH FIRE. •34 PRECINCTS COUNTED - COUNTY TOURIST 24 100.00 REGISTERED VOTERS - TOTAL L'-ALLC-!S COST - -rOTAL 8,1t 1 1e.89 REEFCRENDUM TQURI aT- DEVELOPMENT TAX ''HERE BE .4 TOURIST DSVEL,LIPH.E)aT TAX OF LEVIED PURSUANT TO SECTION 125.0104r FLORIDA 8i'ATU?'L-S7 FOR THE rO`tiFt _ i DEVELOPMENT T iAX �2 Q'� {u 1'1 57.86 AGAINS THE T OURST DEVELOPMENT TAX 1 {L _REFdDU i NORTH INDIAN RIVER COUNTY FIRE DISTRICT SHALL THE AUT14ORIZED MILLAGE OF THE INEIRTH INDIAN RIVER CC NTY FIRE DISTRICT BE F NCREAS ='D FROM ONE-HALF I! 3 LL TO OPE MILL PER ANNUCl ON EACH' DOL- AR VA: UE OF TAXABLE PROPERTY WITHIN .'I DISTRICT? -iE DISTRICT T.0 C OVEI=: THE EXPENSES = •F THE _ FLR YA'CREA3ED MILLASE i , 5.35 57.82 AGAINST INCREASED MILLAGE 823 4-2.5.9 REFERENDUM CITY OF VERO WhC H TOURIST DEVELOPMENT TA SHALL THERE DE A TOURIST DEVELCIPt E.NT TAX OF 2" LEVIED PURSUANT TO SECTION 125.0104!*' FLORIDA STATUTES? FOR THE 10UR I S T TANS' 1,922 AGAINST THE TOURIST TAX !,206 38.5s CITY OF VERO BEACH CITY C -OU :CIL VOTE FIOR TWO Ht3iT HOt-JARD 1,628 25.32 RODERT TENBUS 1, 1,,79 P2.99 T_Fi R :` WALKER' 164. '2.55 JAMES BR OWNLz -ARREN 561.49 WINCHESTER 02 515 1/21/87(B3.2)LEGAL(E _ L� INDIAN RIVER COUNTY, FLORIDA TOURIST DEVELOPMENT TAX PROGRAM REPORT Anticipated Revenue and Program for Expenditures for Fiscal Year 1987/1988 and 1988/1989 Prepared by: Public Works Department January, 1987 In conformance with .Florida Statutes, Section 125_0104, 1985, as amended by Chapter 86-4, Laws of Florida, the following Report is prepared to project anticipated tourist tax revenues to be collected in Indian River County, Florida for the 2 -year period fiscal year 1987/1988 and 1988/1989 and to allocate the revenue to tourist development projects as approved by the Indian River County Tourist Development Council. Revenue Projections - as prepared by the State of Florida Department o revenue Yearly transient rental facilities taxable safes $12,586,000.00 Proposed tourist development tax (2%) x .02 $ 251,720.00 2• -year revenue x 2 Projected Revenue $ 503,440.00 Proposed Project Expenditures Fiscal Year 1987 1988 and 1988 1989 Proposed tourist- development .tax collection will be countywide, ''iowever, the MCount,y „w,iv(J,,,be„d�vided info 'Districts' . Qrisi�.ict f wil'!, include the inCorpora.ted a eat +':x wtth�nz fide City of Vero Beach and -Di strict '2 wi I i"in`c,lud9,1 the remainirig -unincorporated and incorporated lands withi4n J i,ndian River County. The following prioritized program of expenditures is presented: 516 •. I C D"istrict 1 - City of Vero Beach Activity Cost. Priority 91 Beach Cleaning $ 80,000.00. Priority #2 - Dune Restoration, Revegation and Maintenance 130,006.00 Priority #3 - Chamber of Commerce Tourist information 30;000.00 Priority t4 - Reach Park Maintenance 36,900.00 $216,900.00 District 2 Indian River County NOT including City of Vero Beach. Corporate Limits Activity Cost Priority! - Golden Sana Beach Park Development $200,_060.00 Priority 02 - Beach Restoration and Nourishment - Emergency Relief 26,500,.00 $226,500.00 Grand Total - D.istricts "1 and 2 $503,400.00 517 15A DISTRICT INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: Honorable Emergency Services District Board of Commissioners THROUGH: Jason E. Brown, County Administrator THROUGH: Tad Stone, Director Department of Emergency Services FROM: Stephen Greer, Battalion Chief Fire Rescue Training Bureau DATE: May 11, 2021 SUBJECT: Approval to Purchase PulsePoint, a Sole Source Mobile Based Application It is respectfully requested that the information contained herein be given formal consideration by the Honorable District Board of Commissioners at the next scheduled meeting. DESCRIPTION AND CONDITIONS: Staff is seeking the sole source purchase of PulsePoint, which is a mobile based application that will connect to Indian River County's Computer Aided Dispatch (CAD) system, which dispatches calls for emergency services. Staff has received permission from the Indian River County Sheriff's Office Administration and Information Services to add this to their servers, and they are eager to be partnered with us in this endeavor. Staff has also met with the local hospitals who are eager to assist with the rollout of advertising, and the continuing cost beyond the 3 year initial contract. In the event that CPR is needed it, the PulsePoint application will send out an alert to those who have subscribed and are trained in CPR. The alerts will provide the location of the call (only public access buildings, not personal residences) as well as the closest Automated External Defibrillator (AED) to that location. This will allow those citizens who.are trained, certified, and willing to administer CPR to get to the location quickly, locate an AED, and essentially assist in saving more .lives. FUNDING: Funding in the amount of $41,500 is budgeted and available in the Emergency Services/Fire Rescue/Other Machinery & Equipment/PEMT Capital Budget account as follows: ACCOUNT NAME AMOUNT ACCOUNT NUMBER EmergencyServices/ Fire Rescue / Other Machinery & Equipment $41,500.00 11412022-066490-20023 UK RECOMMENDATION: Staff recommends the Board waive the requirements for bids, authorize the Purchasing Division to issue a purchase order to PulsePoint, and declare the vendor as Sole Source. Staff also recommends the Board authorize the Purchasing Manager to sign any necessary quotes, statements of work or agreements, after review and approval by the County Attorney as to form and legal sufficiency. ATTACHMENTS: 1. PulsePoint Quote #PPF -00010531 2. Sole Source Letter 519 PulsePQjnt, Captain Steve Greer Indian River County Fire Rescue 4225 43RD AVE Vero Beach, FL 329.67-1671 Dear Captain Greer, March 18, 2021 This letter is to confirm that the PulsePoint Foundation is the sole source provider of PulsePoint Respond and the supporting infrastructure. This includes sales, licensing, implementation, configuration and support. The PulsePoint Foundation is not aware of any other similar systems deployed in North America. All agencies who subscribe to PulsePoint Respond are paying the same annual subscription fee which is publicly posted at www.pulsepoint.org/pricing. PulsePoint is a public 501(c)(3) nonprofit foundation and has maintained this consistent subscription fee since inception nearly ten years ago. The Foundation does not utilize resellers or distributors to sell these products or services and will not fulfill any such third -party orders or requests. If you have questions,.please feel free to contact me at richard.price@pulsepoint.org, or at (925) 570-5262. Sincerely, rZ1 Richard Price, President PulsePoint Foundation PulsePoint Foundation I PO Box 125941 Pleasanton, CA 94588-2594 520 D � D PULSEPOINT RESPOND Public CPR -Needed Activations for Community Responders PulsePoint Respond is a 911 -connected mobile app that alerts CPR -trained citizens to someone nearby having a sudden cardiac arrest. • PulsePoint aims to initiate CPR earlier and more often as well as increase the use of automated external defibrillators (AED), prior to emergency responders arriving on scene. • PulsePoint is integrated directly into the public safety communications center. When a call taker determines CPR may be needed, an alert is simultaneously sent to nearby app subscribers with the dispatch of emergency responders. • PulsePoint Respond informs the community of emergency activity in real time. Alerting . residents to traffic collisions, wildland fires and other emergencies makes PulsePoint a valued and trusted local resource. The routine usefulness of the app helps build and sustain a reliable network of engaged citizens and CPR -trained individuals. • PulsePoint Respond alerts community responders only if the cardiac emergency occurs in a public location. • Subscribers indicate if they intend to respond and can listen to live dispatch audio (if offered by the agency) for any updates communicated to the responding crews as they make their way to the patient. • PulsePoint includes a powerful and simple to use analytics platform, PulsePoint Insights, designed to provide actionable statistics on PulsePoint performance in a community. FIRSTNET Learn more atpulsepoint.org CERTIFIEM. Download PulsePoint Respond UMMM LAMEM o a. voo ooe 911 called for victim. ©-111 1 911 center initiates PulsePoint alert. i it x r. Nearby PulsePoint subscribers alerted simultaneously with emergency responders. PulsePoint responders directed to victim location and notified of nearest AEDs. 521 PulsePpint PULSEPOINT VERIFIED RESPONDER Residential CPR -Needed Activations and Enhanced Capabilities PulsePoint offers Verified Responder for medically trained community members and Verified Responder Pro for public safety employees. These users are notified of all cardiac arrest events, including those in private homes. Verfied Responder PulsePoint Verified Responder is for invited members of the community with medical or rescue training, including residential security staff or residents with special neighborhood responsibilities. These users share all the basic functionality of PulsePoint Respond with the addition of residential response. Verified Responder Pro PulsePoint Verified Responder Pro is the professional version of PulsePoint Respond, providing advanced functionality for agency personnel. Professional verified responders are shown all calls in the jurisdiction along with complete address information and routing for all incident types. These users receive more detailed incident information and additional notification options. PulsePoint PULSEPOINT AED Next Generation AED Management By invitation only. See feature matrix for a complete product comparison. PulsePoint AED is an effective tool to help build the public AED registry. AEDs managed using PulsePoint AED are accessible to emergency dispatchers and disclosed to emergency responders, including nearby individuals trained in CPR. • Agency -authorized users can edit the complete AED record using their mobile device — no desktop needed. • Manage and display colocated resources such as Bleeding Control Kits, Naloxone and Epinephrine, including dressing and drug expiration dates. • Extensive AED device and consumable information supporting expiration reminders and manufacturer notices. • Includes business open/closed details based on linked public data sources (no need to enter or maintain business operating hours). • PulsePoint AED integrates with ProQA Paramount allowing dispatchers to inform callers of the exact location of nearby AEDs — directly within the protocol and with no changes to workflow. Learn more at pulsepoint.org Download PulsePoint AED Od1+ Aute o F I Community members can also report AED locations on the website, aed.new. n SWDD Item /691 Indian River County, Florida Solid Waste Disposal District Board Memorandum Date: June 3, 2021 To: Jason E. Brown, County Administrator From: Vincent Burke, PE, Director of Utility Services Prepared By: Himanshu H. Mehta, PE, Managing Director, Solid Waste Disposal District Subject: American Rescue Plan Funding for Leachate Treatment Project at the IRC Landfill Descriptions and Conditions: On May 18, 2021, the Indian River County (IRC) Solid Waste Disposal District (SWDD) Board approved staff recommendation and directed staff to negotiate and finalize a contract for a leachate treatment project between SWDD and the developers, consisting of Heartland Water Technology, Inc., Proximo Energy, and Indian River Eco District, LLC (the Developers). It was anticipated that a final agreement is to be approved by the SWDD Board at a future meeting. The recommendation also included a caveat that if staff is not successful in negotiating a final agreement with the Developers within 60 days (by July 17, 2021) that staff proceed in issuing a Request for Proposal (RFP) for a leachate treatment project. Both staff and the Developers have been proceeding in good faith negotiations with an immediate meeting held on May 201h and then again on May 25th. However, due to the potential for funding from the American Rescue Plan (ARP) Act, which could reduce the impact to the increase in assessment fees to IRC residents, staff is requesting input and direction from the SWDD Board on the path forward. Analysis: On May 10, 2021, the U.S. Department of Treasury (Treasury) released an Interim Final Rule, Frequently Asked Questions (FAQs), and a fact sheet for a significant portion of the $362 billion Coronavirus State and Local Fiscal Recovery Fund, established under the ARP Act signed into law on March 11, 2021, by President Biden. This specific Interim Rule and related guidance covers the $61.5 billion in direct federal aid to America's counties. Later this year, Treasury will release separate guidance for the $1.5 billion in additional federal aid for public lands in counties under Seca 605 of ARP. Based on initial review by staff, the Leachate Treatment Project would fall under the "water, stormwater and sewer investments" criteria for eligible projects with the listing of activities allowed under the Environment Protection Agency's (EPA) Clean Water State Revolving Fund and Drinking Water State Revolving Fund. Staff has made inquiry into the State Drinking Water Revolving Fund and learned that the Florida Department of Environmental Protection (FDEP) is currently seeking grant proposals for Fiscal Year 2021-22, which are due by July 15, 2021. In an email on June 3, 2021, from Joe Kahn, Program SWDD Agenda - ARP Funding for Leachate Treatment Project at IRC Landfill Page$2 SWDD Item Management Director, he stated, "Whine your project may not strictly qualify for the wastewater grant program, I would still suggest you submit your proposal for consideration." In a follow-up phone call, Mr. Kahn clarified that a 50% match is required, and that the FDEP requires that the procurement be consistent with Florida Law and meet local procurement processes. However, federal requirements may be more restrictive. Financial Analysis: As presented to the SWDD Board on May 18, 2021, the proposed project by the Developers has an overall cost of $26 million with an average of $0.14 cents per gallon over the 20 -year period. Based on making certain assumptions on the generation of leachate over the next 20 years, including achieving the minimum of 18,000 gallons per day (gpd) leachate volume and based on estimated costs for natural gas, electricity, water, residual disposal, permitting, emissions monitoring, etc., has a cost range of $991,000 per year to start and a high of $2.38 million per year with a present day 20 -year project cost of $40.8 million. This option has built in financing and other carrying costs that directly affects future SWDD assessment rates to pay this expense. Any funding from the ARP would potentially allow SWDD to front the purchase costs of the leachate evaporator system, thereby eliminating the financing and other carrying costs associated with the May 18, 2021 presentation. This option would reduce the annual SWDD assessment fees needed but would still require funding to contract out the operation and maintenance of the system. In order to qualify for ARP funding, the evaporator system would have to be acquired in accordance with federal procurement procedures, and be owned by SWDD. The current model will not qualify for the ARP funding, as we will not own the equipment, and the project was not competitively sourced. The procurement process will require preparation of RFP documents, formal advertisement for 30 days, and evaluation and ranking of the responses by an evaluation committee, which is anticipated to require three months. Staff estimates that a final recommendation for award would be presented to the SWDD Board in September 2021. Funding: Funding for the SWDD Leachate Treatment will need to come from the SWDD Landfill Fund, which is funded from SWDD assessments and user fees. The account has a total budget of $500,000. for the 2020/2021 fiscal year. Since this project is not expected to start until Fiscal Year 2021/22, staff recommends that the SWDD Board authorize the Budget Director to include a budget of $1.1 million for leachate treatment in the next fiscal year budget request. Description Account Number Amount Other Contractual Services 41121734-033490 $1,100,000 Although the RNG project by IRED is still in the design phase, it is expected to generate approximately $21.5 million in revenue over in the same time -period as the leachate treatment project. If this is actualized, then potentially 53% of the leachate treatment costs could be covered by the RNG project. SWDD Agenda - ARP Funding for Leachate Treatment Project at IRC Landfill Page5m SWDD Item Recommendation: Staff offers the following two option for the Solid Waste Disposal District Board's (SWDD) consideration: a) Direct staff to continue to finalize a contract for a leachate treatment project between Indian River County SWDD and the developers, consisting of Heartland Water Technology, Inc., Proximo Energy, and Indian River Eco District, LLC, including the original 60 days for negotiations to be approved by the SWDD Board at a future meeting. b) Pursue the eligibility and funding through the American Rescue Plan Act, which will require a competitive procurement process of the Leachate Treatment Project. Staff recommends Option B. SWDD Agenda - ARP Funding for Leachate Treatment Project at IRC Landfill Page524