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HomeMy WebLinkAbout05/02/20234 �LURTT� i P COUNTY COMMISSIONERS Joseph H. Earman, District 3, Chairman Susan Adams, District 1, Vice Chairman Joseph Flescher, District 2 Deryl Loar, District 4 Laura Moss, District 5 1. CALL TO ORDER BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY FLORIDA COMMISSION AGENDA TUESDAY, MAY 2, 2023 - 9:00 AM Commission Chambers Indian River County Administration Complex 180127th Street, Building A Vero Beach, Florida, 32960-3388 www.ircgov.com John A. Titkanich, Jr., County Administrator Dylan Reingold, County Attorney Jeffrey R. Smith, Clerk of the Circuit Court and Comptroller 2.A. A MOMENT OF SILENT REFLECTION FOR FIRST RESPONDERS AND MEMBERS OF THE ARMED FORCES 2.B. INVOCATION Pastor Vincent Sigel, Good Shepherd Church of God 3. PLEDGE OF ALLEGIANCE Commissioner Joseph E. Flescher 4. ADDITIONS/DELETIONS TO THE AGENDA / EMERGENCY ITEMS 5. PROCLAMATIONS and PRESENTATIONS 5.A. Presentation of Programs, Projects, and Progress at the Jackie Robinson Training Complex 5.B. Presentation of Proclamation - National Correctional Officers and Employees Week Attachments: Proclamation 5.C. Presentation of Proclamation - National Nurses Week May 6 - 12, 2023 Attachments: Proclamation May 2, 2023 Page 1 of 6 5.D. Presentation of Proclamation - Mental Health Association in Indian River County and May 2023 as Mental Health Awareness Month Attachments: Proclamation 6. APPROVAL OF MINUTES 7. INFORMATION ITEMS FROM STAFF OR COMMISSIONERS NOT REQUIRING BOARD ACTION 7.A. 2nd Quarter FY 2022/2023 Budget Report Attachments: Staff Report 2nd Quarter Budget Report 7.B. City of Sebastian, Notice of Voluntary Annexation in Accordance with F.S. 171.044(3): Ordinance No. 0-23-01 for property located at 8925 86th Avenue, Sebastian. Copies of the adopted ordinance with maps and legal description are on file in the Office of the Clerk to the Board. 7.C. Florida Public Service Commission Order PSC -2023 -0142 -PAA -EI approving change in rate for allowance for funds used during construction effective January 1, 2023, by Florida Power & Light Company. A copy of the document is available for review in the Office of the Clerk to the Board. 7.D. Indian River County Venue Event Calendar Review Attachments: May 2023 Venue Event Calendar 7.E. Derelict Vessel Process and Update Attachments: Staff Report 7.F. Environmental Lands Acquisition Panel Appointment - District 2 Attachments: Commissioner's Memo 8. CONSENT AGENDA 8.A. Sandridge Golf Course Group Policy Attachments: Staff Report Sandridge Group and Event booking Policy 2023 Sandridge Group League Contract 8.B. Designation of Excess Equipment as Surplus and Authorization for Disposition Attachments: Staff Report Excess List for 050223 8.C. Rejection of Bids - 2023020 for Fiber Optic Engineering, Design, Material, Supplies, and Installation Attachments: Staff Report May 2, 2023 Page 2 of 6 S.D. Approval of Continuing Consulting Engineering Services Agreements Attachments: Staff Report Sample Agreement Exhibit 2 Rate Schedules 8.E. Resolution of Support for 43rd Avenue Sidewalk from 45th Street to 49th Street Attachments: Staff Report Resolution Location Map '8.F. Request for Authorization to Submit an Application for Section 5311 Grant for Rural Transit Operating Assistance Funds Attachments: Staff Report Resolution Grant Application Budget Form 8.G. Resolution Cancelling Taxes - Cal's Extra Space Storage Attachments: Staff Report Resolution Warranty Deed Payment Receipt from Tax Collector 8.11. County Administrator Travel Attachments: Staff Report 8.I. Change Directive No.l to Atlantic Roofing II of Vero Beach for the Central (Gifford) Wastewater Treatment Facility Roof Replacement Project Attachments: Staff Report Change Directive #1 Atlantic Roofing II Change Directive #1 REI Engineers 8.J. Change Order #3 to TLC Diversified, Inc., for the South County Water Treatment Plant Membrane and Retrofit Project Attachments: Staff Report Change Order 3 to TLC Diversified Inc 8.K. Property Exchange for Right -of -Way Acquisition on 39th St Attachments: Staff Report 39th Street Parcel Exhibit 9. CONSTITUTIONAL OFFICERS and GOVERNMENTAL AGENCIES May 2, 2023 Page 3 of 6 10. PUBLIC ITEMS A. PUBLIC HEARINGS B. PUBLIC DISCUSSION ITEMS 10.11.1. Request to Speak from Dr. Miles Conway, President South Beach Property Owners Association, Inc. re: Request for BOCC to direct a rehearing of the Code Enforcement Board to correct a misapplication of County Regulation and Mandate of the Circuit and Trial Courts of Nineteenth Judicial Circuit Attachments: Request to Speak M. Conway C. PUBLIC NOTICE ITEMS 10.C.1. Public Notice of Public Hearing for May 16, 2023, to Consider the Establishment of the Oslo Park Street Paving District Municipal Service Benefit Unit and Amending Section 200.11 of Chapter 200, Municipal Service Taxing or Benefit Unit, of the Indian River County Code Attachments: Staff Report 10.C.2. Public Notice of Public Hearing for May 16, 2023, to Consider an Ordinance for the Assessment for the Water Portion of the North County Water and Sewer Project - Phase 2 Attachments: Staff Report 11. COUNTY ADMINISTRATOR MATTERS 11.A. Request for Use of Holman Stadium for Annual Sawbones vs Jawbones Event to be held May 19, 2023 Attachments: Staff Report Holman Stadium Use Agreement w Bar Association IRC Holman Stadium Use GUIDELINES Holman Stadium and Practice Fields 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 May 2, 2023 Page 4 of 6 12.G.1. Indian River County Beaches - Sectors 3 and 5 Post Hurricanes Ian and Nicole Attachments: Staff Report Draft Sector 3 Storm Damage Report Draft Sector 5 Storm Damage Report 12.G.2. Sector 7 Beach and Dune Restoration Project Easement Status and Project Options Attachments: Staff Report H. Utilities Services 12.11.1. North Sebastian Septic to Sewer and Water Project Phase 2, Resolution IV Attachments: Staff Report Resolution No IV and Final Assessment Roll 13. COUNTY ATTORNEY MATTERS 14. COMMISSIONERS MATTERS A. Commissioner Joseph H. Earman, Chairman B. Commissioner Susan Adams, Vice Chairman C. Commissioner Joseph E. Flescher D. Commissioner Deryl Loar E. Commissioner Laura Moss 15. SPECIAL DISTRICTS AND BOARDS A. Emergency Services District B. Solid Waste Disposal District 15.B.1. Approval for Continued Rental of Frac Tanks and Equipment for Leachate Disposal Attachments: Staff Report Rain for Rent proposal #1027 -IND -2069055 15.11.2. Final Pay to Geosyntec for Work Order No. 16 - One Year of Groundwater Monitoring/Reporting and Related Consulting Services at the South Gifford Road Landfill Attachments: Staff Report Completion Report & Final Invoice May 2, 2023 Page 5 of 6 15.B.3. Final Pay to Geosyntec for Work Order No. 13 - 2021 Title V Air Operation Permit Renewal Application Attachments: Staff Report Project Completion Report & Final Invoice 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.irc og v.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 5:00p.m., Thursday at 1:00 p.m. through Friday Morning, and Saturday at 12:00 Noon to 5: 00 p.m. May 2, 2023 Page 6 of 6 .-I'7 JACKIE ROBINSON !RAINING [WC C GMPIEN Facility Improvements Recca,ndy Qocti pLMeo o C arnh g Soon W", MLB ,I 2 S:A.-I IFacility Improvements - Recently Completed Building- • Opened July 2021 • 38,600 sq. ft. indoor training facility • Indoor artificial turf infield • Batting cages • Classrooms • Audio/visual capabilities including video conferencing and built-in sound system ■"f- �'7 M LB. 1ACSIE ROBINSON ��� Facility Improvements - Recently HOLMAN STADIUM • Press Box replacement & ADA ramp • Concessions Stand renovation • Restroom renovations • Dugouts replacement • Stadium seats • Ticket Office Building ("Building 9") S IFIMLB. {Ac_K'E® ROBINSON 6,q, 2 HOLMAN STADIUM AR -IF ICIAL TURF FIELD M VILLA RENOVATIONS & SITE LIGHTING UPGRADES S PERIMETER FENCING & AUTOMATIC GATES . 2 Facility Improvements - Coming Soon! • West Batting Cages • Dining Room/Kitchen Renovation �MLB. lACKIErl ROBINSON W'* -I JACKIE ROBINSON !RAIN] XG [WC C OMPEEX lst Quarter 2023 Featured Events at the JRTC ff%'9MLH After ow� IMLB Umpire Prospect Development Camp JANUARY 2023 • 4 -week program • 50+ top umpire prospects globally • Evaluated by Major League Baseball Umpire Development staff • Umpires placed into Minor League Baseball positions at conclusion WIMLB JACK'S,", .SON ISSG Landers - Professional Korean Baseball Team Training JANUARY - FEBRUARY 2023 • Korean Baseball Organization (KBO) Champions in 2022 • 1 month of Spring Training at the JRTC • Has trained at the JRTC for over a decade • Approximately 70 players, coaches, & support staff ff'7MLB. JACKIERUBIN50N 9 n Ha un U111tH LIVbW JACKIE ROBIN- 3�` .— N 6.q.-5 Annual JRTC Spring Invitational LATE FEB - LATE APRIL 2023 • 8 -weeks of spring training • 118 high school and college baseball and softball programs from across the US and Canada (each here for about 1 week) • A record-setting number of participating teams in 2023 • Staying at the JRTC Villas & off-site hotels • Eating at the JRTC & local restaurants —IPI— f'®MLB. J KIEROBINSON Other Featured Events -1St Quarter .2023 JRTC PRESIDENT'S DAY TOURNAMENT WORLD BASEBALL CLASSIC WORKOUTS • 3 -day annual holiday weekend Nested workout days for Team tournament hosted by the JRTC odragua & semi-finalist Team Cuba W n�•, 6. tq,— * W'7MLB. Featured Events - April 2023 • Men's 23u Softball National Teams training at the JRTC • USA vs. Canada scrimmages on April 9th and 10th E'7MLB. JAc_KER09,.,,,, IRC MIDDLE SCHOOLS RASERALL A SOFTBALL PLAYOFFS • April 10th _ 12th • Semi-finals & Championships to be held at the JRTC for the 3rd consecutive year is ''� I MLB Featured Events - Aprit 2023 MLB TRAILBLAZER SERIES -APRIL 13-16 • Girls baseball development event for ages 11-13 • Over 90 female participants from across the US • Elite coaching staff including Mone Davis, Veronica Alvarez & more x{ a: • Free baseball/softball introductory event for 250 local youth ages 4-10 • Partnership with the IRC.School District • Special appearance by Sonya Pankey, Jackie Robinson's granddaughter 5 Proclamation DESIGNATING THE WEEK OF MAY 7-13,2023, AS NATIONAL CORRECTIONAL OFFICERS AND EMPLOYEES WEEK -Whereas, in 1984, President Reagan signed Proclamation 5187, creating "National Correctional Officers Week," subsequently changed by the U.S. Senate, in 1996, to "National Correctional Officers and Employees Week"; and -Whereas, Indian River County's staff of Correctional Officers, Nurses, Civilian Correction Assistants, and support staff serve in an increasingly arduous and complex environment, in which they are called upon to simultaneously fill custodial, supervisory, and counseling roles while ensuring the safety and well-being of the inmates within our county; and -Whereas, today's well-trained, professional Correctional Officers and correctional personnel face danger in their everyday lives; and -Whereas, the work of Correctional Officers and correctional personnel comes with the broad and challenging responsibility to help inmates develop the skills necessary to become productive members of society; and -Whereas, Correctional Officers and correctional personnel deserve our show of support, as we utilize this week to honor their hard work, professionalism, dedication, courage, and efforts to protect the public, throughout the performance of their demanding and often conflicting roles. Wow, '71herefore, be it Proclaimed by the Board of County Commissioners of Indian River County, ,Florida, that the week of May 7 - 13, 2023, is designated as National Correctional Officers and Employees Week. 11 Adopted this 2nd day of May, 2023. BOARD OF COUNTY COMMISSIONERS, INDIAN RIVER COUNTY, FLORIDA Joseph H. Earman, Chairman Susan Adams, Vice Chairman Joseph E. Flescher Deryl Loar Laura Moss ProcCamatton DESIGNATING THE WEEK OF May 6-12,2023 AS NATIONAL NURSES WEEK Whereas, Registered Nurses in the United States constitute our nation's largest health care profession; and Whereas, the depth and breadth of the registered nursing profession meets the different and emerging health care needs of the American population in a wide range of settings, including the frontline of the pandemic; and Whereas, the American Nurses Association, as the voice for registered nurses in this country, is working to chart a new course for a healthy nation that relies on increasing access to primary and preventive health care, and better utilization of all our nation's registered nursing resources; and Whereas, professional nursing is an indispensable component of the safety and quality of care of hospitalized and non -hospitalized patients; and Whereas, the demand for registered nursing services will be greater than ever because of the aging of the American population, emerging health challenges, the continuing expansion of life-sustaining technologies, and the explosive growth of home health care services; and Whereas, more qualified registered nurses are needed in the future to meet the increasingly complex needs of health care consumers in this community; and -Whereas, the cost-effective, safe, and high-quality health care services provided by registered nurses will be an increasingly important component of the United States health care delivery system in the future; and Whereas, along with the American Nurses Association, the Florida Nurses Association has declared May as Nurses Month, with the theme "You Make a Difference," with appreciation for nurses' unparalleled impact during the pandemic, and their contributions to health care, and an open invitation to #ThankaNurse for enriching our lives and the world we live in. Now, 7herefore, be it Proclaimed by the Board of County Commissioners of Indian River County, ,Florida, that the week of May 6-12, 2023 be designated as National Nurses Week in Indian River County, and during this week, the Board encourages all residents to join us in honoring the registered nurses who care for all of us, not just during this month, but at every opportunity throughout the year. Adopted this 2nd day of May, 2023. BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY, FLORIDA Joseph H. Earman, Chairman Susan Adams, Vice Chairman Joseph E. Flescher Deryl Loar Laura Moss Proclamation RECOGNIZING THE MENTAL HEALTH ASSOCIATION IN INDIAN RIVER COUNTY AND MAY 2023 AS MENTAL HEALTH MONTH "Look Around, Look Within" "Whereas, the Mental Health Association is a (501c3) nonprofit corporation that provides a full range of mental health services, including screening, ongoing therapy, crisis intervention, case management, psychological testing, and psychiatric services at the Walk -In & Counseling Center in Vero Beach; and -Whereas, the mission of the Mental Health Association is to provide immediate access, with no barriers to mental health care at no cost for Indian River County residents; and -Whereas, in the last fiscal year, the Mental Health Association provided 918 walk-in mental health screenings, served 3013 students through the Erika's Lighthouse program in the School District of Indian River County, and completed 76 support groups for Veterans & First Responders; and -Whereas, the Mental Health Association operates three peer -run Drop -In Centers, one of which is in Vero Beach, that provides a safe haven for adults with severe, and persistent mental illness, crisis intervention services, consultations with loved ones or family members, provides immediate and long- term treatment options as well as suggestions to ease symptoms and improve functioning; and -Whereas, if you or someone you love needs help, the Mental Health Association in Indian River County will provide immediate access to mental health professionals through screening, assessment, and consultation for emotional and behavioral concerns. 'Herefore, be it proclaimed by the Board of County Commissioners of Indian River County, FCorida, that the Board recognizes the Mental Health Association in Indian River County for their continued commitment to providing residents of Indian River County with timely mental health services, and proclaim May 2023 as Mental Health Awareness Month. Adopted this 2nd day of May, 2023. BOARD OF COUNTY COMMISSIONERS, INDIAN RIVER COUNTY, FLORIDA Joseph H. Earman, Chairman Susan Adams, Vice Chairman Joseph E. Flescher Deryl Loar Laura Moss INFORMATIONAL ITEM Indian River County Inter -Office Memorandum Office of Management and Budget TO: Members of the Board of County Commissioners DATE: April 20, 2023 SUBJECT: 2nd Quarter FY 2022/2023 Budget Report FROM: Kristin Daniels Director, Office of Management & Budget Following is the quarterly report for the second quarter of fiscal year 2022/2023. 4 M O N N N = N N 57 N OL s^ w ,o 0 O w v M 2 A' l M i O N O c N N a� LL t O) 7 O t c 0 N 0 U D O 0 m 5-- a K -o Ci M M 6 A r � O � W) O ?a r y v U dg U N C: NO O) 16c a 0 N � > N c og t o t `c N 0_0 0 (D 0 'O > � LOLO C' ui m N ► N Ol O M M ► ry 'O a c O c CL O a m o. 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P M N 0 O M e4 UJ a O ix W CL O U O N_ LO Cl) O M N N Lo C) O, 1 N 1 O1 e9 1 I O 1 N 1 CO ' M I 1 i\ I N I LO LO V9. 1 W 0 a O a LUQ 3 2 I W W Z Z) I O U O I M I V M I O I (2 I LI? i N 1 OI LO I MOF SEBAST HOME OF PELICAN ISLAND 1225 MAIN STREET - SEBASTIAN, FL 32958 (772) 388-8215 April 17, 2023 John Titkanich County Administrator Indian River Board of Commissioners 1801 27th Street Vero Beach, FL 32960 File ID, ;?3, < Inaan River APR 2 1 ?023 Con� Aof the dmirlistrator RE: Notice of Voluntary Annexation in Accordance with F.S.171.044(3) Dear Mr. Titkanich: Please be advised that the property located at 8925 86th Avenue, Sebastian was annexed into the City of Sebastian by City Council at their April 12, 2023 meeting. A copy of the ordinance with the map and legal description is enclosed. If you have any questions regarding the annexation, please do not hesitate to contact the Community Development Director, Lisa Frazier, at (772) 388-8228. Sincerely, anette Williams, MMC City Clerk Enclosure ti ' Exhibit 1 LEGAL DESCRIP77ON THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST, SAID LAND LrNG AND BEING IN INDIAN RIVER COUNTY, FLORIDA. TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS AS SET FORTH IN OFFICIAL RECORDS BOOK 902, PAGE 1077, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: AN EASEMENT 60 FEET IN WIDTH LYING 30 FEET EITHER SIDE OF THE EAST LINE OF THE SOUTHWEST 1/4 OF SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY, FLORIDA. AND AN EASEMENT 60 FEET IN WIDTH LYING 30 FEET EITHER SIDE OF THE EAST LINE OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST AND THE NORTH 30 FEET OF THE WEST 60 FEET OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 26, TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY, FLORIDA. cl. -6• - % ORDINANCE NO. 0-23-01 AN ORDINANCE OF THE CITY OF SEBASTIAN, FLORIDA, PROVIDING FOR THE VOLUNTARY ANNEXATION FOR LAND CONSISTING OF 40.23 ACRES, MORE OR LESS, LOCATED SOUTH OF SEBASTIAN RIVER LANDING, EAST OF VACANT PROPERTY, WEST AND NORTH OF SINGLE FAMILY DEVELOPMENT; PROVIDING FOR THE EXTENSION OF THE CORPORATE LIMITS AND BOUNDARIES THEREOF; PROVIDING FOR PROPOSED LAND USE AND ZONING CLASSIFICATION; PROVIDING FOR SCRIVENER'S ERRORS; PROVIDING FOR CONFLICT AND SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the owners of real property in unincorporated Indian River County, contiguous to the existing corporate limits and boundaries of the City of Sebastian, and being reasonably compact, petitions the governing body of the City of Sebastian to be voluntarily annexed into the municipality; and WHEREAS, the City Council of the City of Sebastian, Florida finds and determines that the annexation of said parcel is in the best interest of the City; NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA, as follows: Section 1. PROPERTY. The following described property now lying and being in an unincorporated area of Indian River County, Florida, is hereby annexed into the corporate limits of the City of Sebastian, Florida and the boundary lines of said City are hereby redefined to include said real property: See attached Exhibit `1' and as shown on the map within said Exhibit `1', containing 40.23 acres, more or less. Section 2. INTERIM LAND USE AND ZONING CLASSIFICATION. The proposed land use and zoning classification amendments for this property shall be consistent with the provisions of state law and local ordinance. Section 3. FILING. A certified copy of this ordinance shall be filed with the Clerk of the Circuit Court, as well as the Chairman of the County Commission of Indian River County, Florida, and with the Florida Department of State within seven days of adoption. Section 4. NOTICE. That notice of this ordinance has been posted in accordance with Section 171.044, Florida Statutes. Section 5. SCRIVENER' S ERRORS. Sections of this ordinance may be renumbered or re -lettered and corrections of typographical errors which do not affect the intent may be authorized by the City Manager, or the City Manager' s designee, without need of public hearing, by filing a corrected or re -codified copy of same with the City Clerk. Section 6. CONFLICT. All ordinances or parts of ordinances in conflict herewith are hereby 3120230018599 repealed. RECORDED IN THE PUBLIC RECORDS OF 1 JEFFREY R SMITH, CLERK OF COURT INDIAN RIVER COUNTY FL BK: 3614 PG: 371 Page 1 of 7 4/17/2023 1:58 PM qz.-.3 i f F .... a r1o.t..®Q�•®® �' ���■� .. , 1 �ir�:iiiiili���ii1 ! i sib ", : • •- r rr oil is 0600�+�f or W* It JM .AVU — e�r1��o�L..yrltlAa�„ih� . - DIC A frllNf,00 -M*qMI"AW4%—_ ` — i XnLa JV1ni, �ORt AWANIUMMOWeAt MOW day of by and botWe*A DAI IS, -•! t� of MO 06th ► -V6ro $oaic�, .iri+e�r a:.a�s.,,..�+ ' •bo*oinafter mho called W visv of 86th Avenue:, Vero acb Fiarids 32966 -___-.-, here albie called "Aum m3 ._ add jolt Vit: 1gIS *4 iNK WM NAB=, Mevifi, . of mosso, Florida 32970 h�i�Mthi�'* �ILed ■Isamasey": WNERSllB, the above parties 1810..tte. . '.140" ioested in ce' Section 26, Township 31 South,: AAMWt ..30 .:4t,XW&n River County, Florida; Band �? r:. wKsa 8, all the parties are desirous of astoblishing a �? private easement for ingress and egress over tb*W respective N u: properties from State Road f10. to !fig! Smth .!l+p�1t o! Way ot tho sebastian River Drainage Con.411 :.. .. NOW. THMEMRB in Consid0ratI66 of 11A40 a+nA :ams : vaiti- able considerations, the receipt and $801ciencyif which is hereby acknowledged, and in consideration og the mutual covenants and easements herein coetNldi' .;t is 'agreed between the parties an follows: 1. That all parties herein gnat to the other parties herein +nue easement over t.k*Jx .:pg'O,. t', !.-tW ingress and egress to and from their1f. to stats Saul. si@. 2. The desar*ion of t� -'easement is as fa43 An easement 60 feet ip wjdth lying 30 fM*i . , s . of the East line -60. - • *p Southwest 0.1M t o! Section 26, 'itovnshJ* 4i :.JM I11 38. AND ha easement 60 fft* -in Width lying 30 feet either side of the East lire* '.Of the SoutAeast of Northwest one-quarter Of Section 26, Towdship-31, Range 38 and the North ad feet of the hest 60 feet of the 8ou*hvest ane-g0ez_tw ;of Northeast ono-quaartar of Section 26, TowiAip 310:Apl 38. 3. The eaesemeat shall be PCIVats and shall land of all the owners herein, and any Carnreyanae v6,` shall include tho ea"*Sut for 111e. belrefit of the v:111ss,':1NM Convey'AMM will be subject to the easement for the bene tit of p... . STATE OF FIARIDR COUNTY OF INDIAN RIS I HERBBY CERTIFY that on this day before us, an officer .OXY. - qualified to taXe acknoWledgaents, persarNdlV appeared .: R.: HASSEY and NARY HASSEY, his wife, to we ltsrom to be the described in and who exeauU d the foregoing instraaent acknowledged before we that tbW- aNDCnt" the saft- WtTMCSS ay Mand and cgaou l saes in thre .i" d $tate �: last aforesaid, this _..�.�..�.-..* eco -, �. �-••.. ` ,,:.. (ROTARY sem,) _..:.:.....�: . Offform mot&vy POWN at L1rrQe.. !! axpireas C0 This Instrux ent Prepared Byu 4rnt%ftr* TAe+Q#LAn . now. Q t �� `� BEFORE THE FLORIDA PUBLIC SERVICE COMMISSION In re: Request for approval of change in rate DOCKET NO. 20230031-E1 used to capitalize allowance for funds used ORDER NO. PSC -2023 -0142 -PAA -EI during construction (AFUDC) from 6.22% to ISSUED: April 24, 2023 6.37%, effective January 1, 2023, by Florida Power & Light Company. The following Commissioners participated in the disposition of this matter: ANDREW GILES FAY, Chairman ART GRAHAM GARY F. CLARK MIKE LA ROSA GABRIELLA PASSIDOMO NOTICE OF PROPOSED AGENCY ACTION BY THE COMMISSION: NOTICE is hereby given by the Florida Public Service Commission that the action discussed herein is preliminary in nature and will become final unless a person whose interests are 'substantially affected files a petition for a formal proceeding, pursuant to Rule 25-22.029, Florida Administrative Code (F.A.C.). Background Florida Power & Light Company's (FPL or Company) current Allowance for Funds Used During Construction (AFUDC) rate of 6.22 percent was approved by Order No. PSC -2019-0218- El, issued June 3, 201.9.1 On March 2, 2023, FPL filed its request for approval to change its AFUDC rate from 6.22 percent to 6.37 percent, effective January 1, 2023. As required by Rule 25-6.014(5), Florida Administrative Code, (F.A.C.), FPL filed with its request Schedules A, B, and C identifying the capital structure, capital structure adjustments, and the methodology used to calculate the monthly AFUDC rate. We have jurisdiction over this matter pursuant to Chapter 366, Florida Statutes (F.S.), including Sections 366.074, 366.05, and 366.06, F.S. 'Order No. PSC -2019 -0218 -PAA -El. issued dune 3, 2019, in Docket No. 20190087 El, In .re. Request for approval of change in rate used to capitalize allowance for funds used during construction (AFUDC) from 5.97/ to 6.22%, effective January 1, 2019, by Florida Power & Light Company. ORDER NO. PSC -2023 -0142 -PAA -EI DOCKET NO. 2023003 1 -EI PAGE 2 Decision I. AFUDC Rate FPL requested an increase in its AFUDC rate from 6.22 percent to 6.37 percent. Rule 25- 6.0141(3), F.A.C., Allowance for Funds Used During Construction, provides the following guidance: (3) The applicable AFUDC rate will be determined as follows: (a) The most recent 13 -month average embedded cost of capital, except as noted below, will be derived using all sources of capital and adjusted using adjustments consistent with those used by the Commission in the utility's last rate case. (b) The cost rates for the components in the capital structure will be the midpoint of the last allowed return on common equity, the most recent 13 -month average cost of short-term debt and customer deposits, and a zero cost rate for deferred taxes and all investment tax credits. The cost of long-term debt and preferred stock will be based on end of period cost. The annual percentage rate must be calculated to two decimal places. In support of its requested AFUDC rate of 6.37 percent, FPL provided its calculations and capital structure in Schedules A and B attached to its request. We reviewed the schedules and determined that the proposed rate was calculated in accordance with Rule 25-6.0141(3), F.A.C. The requested increase in the AFUDC rate is due to an increase of 37 basis points in the weighted cost of common equity, offset by a decrease of 17 basis points in the weighted cost of long-term debt, and a decrease of 5 basis points in the weighted cost of short-term debt. In its calculation, the Company appropriately used the mid -point return on equity of 10.80 percent, which was approved by Order No. PSC-2022-0358-FOF-EI, issued October 1, 2022? The AFUDC rate calculation and capital structure are presented in Attachment 1, attached to this Order. H. Appropriate Monthly Compounding Rate FPL requested a monthly compounding rate of 0.005159 to achieve an annual AFUDC rate of 6.37 percent. In support of the requested monthly compounding rate of 0.065159, the Company provided its calculations in Schedule C attached to its request. Rule 25-6.0141(4), F.A.C., provides a formula for discounting the annual AFUDC rate to reflect monthly compounding. The rule also requires that the monthly compounding rate be calculated to six decimal places. 2Order No. PSC-2022-0358-FOF-El, issued October 21, 2022, in Docket No. 20210015-E1, In re: Petition for rate increase by Florida Power & Light Company. r7,e--Z- ORDER NO. PSC -2023 -0142 -PAA -EI DOCKET NO. 2023003 1 -EI PAGE 3 We reviewed the Company's calculations and determined that they comply with the requirements Rule 25-6.0141(4), F.A.C., as shown on Attachment 2 to this Order. Therefore, we find that a monthly compounding AFUDC rate of 0.005159 shall be approved. III. Effective Date FPL's requested AFUDC rate was calculated using a 13 -month average capital structure for the period ended December 31, 2022. Rule 25-6.0141(6), F.A.C., provides that: No utility may charge or change its AFUDC rate without prior Commission approval. The new AFUDC rate will be effective the month following the end of the 12 -month period used to establish that rate and may not be retroactively applied to a previous fiscal year unless authorized by the Commission. The Company's requested effective date of January 1, 2023, complies with the requirement that the effective date does not precede the period used to calculate the rate, and therefore shall be approved. Based on the foregoing, it is ORDERED by the Florida Public Service Commission that Florida Power & Light Company's AFUDC rate shall be increased from 6.22 percent to 6.37 percent for the reasons set forth herein. It is further ORDERED that Florida Power & Light Company's monthly compounding rate shall be changed to 0.005159. It is further Ordered that Florida Power & Light Company's revised AFUDC rate shall be effective January 1, 2023, for all purposes. It is further ORDERED that the provisions of this Order, issued as proposed agency action, shall become final and effective upon the issuance of a Consummating Order unless an appropriate petition, in the form provided by Rule 28-106.201, Florida Administrative Code, is received by the Commission Clerk, 2540 Shumard Oak Boulevard, Tallahassee, Florida 32399-0850, by the close of business on the date set forth in the "Notice of Further Proceedings" attached hereto. It is further ORDERED that in the event this Order becomes final, this docket shall be closed. r].C•'3 ORDER NO. PSC -2023 -0142 -PAA -11 .DOCKET NO. 4230031 -EI PAGE By ORDER of the Florida Public Service Commission this,2ft day of , . .< Z43�1' ADAM J M Commission Clerk Florida public Service Commist 2540 Shumard Oak Boulevard Tallahassee, Florida 323" (850)413-6770 www.flocidapsc..com Copies furnished: A copy of 1his 46tumeM i provided to the parties, of recusif 4 ft tin* of issuance and, if applicable, in 0 a ! It .. a b � .! -Mul PICSJULWINAAW,i The Florida Public Service Commission is required by Section 11 to notify► parties of arty administrative hearing that :is available ung Seedw 120.,57,E bride Statutes., as well as the procedures and time limits that apply. This oojo mid wtbo construed to mean all requests for an administrative hearing will be granted or wwit to ft nflef t. Mediation may be available on a case -byre basis. If mediation it �, it does t t-afta a substantially interested persons right to a hearing. The action proposed herein is preliminary in nature. Any person w4w h0reslp are affected by the action proposed by this order may file a pe *wi 4 ferns[ pmeadiin in the form provided by Rule 29-106.201, Florida Adminisft4ttvio M&T petition must be rived by the Office of Commission Clerk, 2340 ShumwO env Tallahassee, lahassee, Florida 32399-0850, by the close of business on M§X 15.2023. In the absence of such a petition, this order shall become final _and ' ::.Once of a Consummating Order. Any objection or protest flied in this/then docket(s) before the isawas aft O , coitsidered abandoned unless it satisfies the -foregoing conditions and is rent Ailed protest period. ri, e, - - 4 ORDER NO. PSC -2023 -0142 -PAA -EI DOCKET NO. 2023003 1 -EI PAGE 5 Attachment 1 TOTAL * 13 -MONTH AVERAGE $55,850,408,993 100.00% ri. C.-,6 FLORIDA POWER & LIGHT COMPANY CAPITAL STRUCTURE USED FOR THE REQUESTED AFDUC RATE AS OF DECEMBER 31, 2022 WEIGHTED JURISDICTIONAL CAPITAL COST OF COST OF CAPITAL COMPONENTS AVERAGE RATIO CAPITAL CAPITAL COMMON EQUITY $26,855,347,514 48.08% 10.80% 5.190/0 LONG-TERM DEBT 17,473,378,641 31.29% 3.63% 1.14% SHORT-TERM DEBT 807,452,438 1.45% 1.93%* 0.03% CUSTOMER DEPOSITS 431,270,364 0.77% 2.12%* 0.02% DEFERRED INCOME TAXES 6,310,858,685 11.30% 0.000/0 0.000/0 FAS 109 DEFERRED INC. TAX 3,029,951,855 5.43% 0.00% 0.00% INVESTMENT TAX CREDITS 942,149,496 1.69% 0.00% 0.00% TOTAL * 13 -MONTH AVERAGE $55,850,408,993 100.00% ri. C.-,6 ORDER NO. PSC -2023 -0142 -PAA -EI DOCKET NO. 2023003 1 -EI PAGE 6 FLORIDA POWER & LIGHT COMPANY METHODOLOGY FOR COMPOUNDING APUDC RATE AS OF DECEMBER 31, 2022 Attachment 2 Annual Rate (R) = 0.0637 Monthly Rate = ((1+R)^(1/12))-1= 0.005159 • C • - 4' MONTHLY CUMULATIVE MONTHS AFUDC BASE AFUDC RATE AFUDC RATE 1 1.000000 0.005159 0.005159 2 1.005159 0.005186 0.010345 3 1.010345 0.005213 0.015558 4 1.015558 0.005240 0.020798 5 1.020798 0.005267 0.026064 6 1.026064 0.005294 0.031358 7 1.031358 0.005321 0.036679 g 1.036679 0.005349 0.042028 9 1.042028 0.005376 0.047404 10 1.047404 0.005404 0.052808 11 1.052808 0.005432 0.058240 12 1.058240 0.005460 0.063700 Annual Rate (R) = 0.0637 Monthly Rate = ((1+R)^(1/12))-1= 0.005159 • C • - 4' Indian Indian River County Venue Event Calendar — May 2023 For more WWW ircaoy.eoM STAR WARS DAY — MAY THE 4T" BE WITH YOU Thursday, May 4 @ Main Library • 10:00am-8:00pm. FREE. ➢ Whole day of fun for children and adults. Story time, arts and crafts, trivia contest, selfie station, genealogy of droids, costume contest, Force Fiesta party and movie marathon. ➢ For more information call 772-400-6360 or go to libraries.ircgov.com. GRAND OPENING AND RIBBON CUTTING FOR THE JONES PIER CONSERVATION AREA Friday, May 5 @ Jones Pier Conservation Area • 1:00pm-3:00pm. FREE. ➢ Ceremony to commence at 1:30 pm. ➢ Grand opening will be accompanied by a celebration of County Historian Ruth Stanbridge. ➢ For more information call 772-226-1780 14th ANNUAL MARINE FLEA MARKET AND SEAFOOD FESTIVAL Saturday, May 6-7 @ IRC Fairgrounds • 9:00am-5:00pm. $10 Adults / Children 12 & under Free. ➢ New and used boats, fishing and boating seminars, marine flea market area, seafood. ➢ For more information call 954-205-7813 or go to flnauticalfleamrket.com. - MOTHERS DAY CRAFTERNOON Saturday, May 13 @ Main Library • 12:00pm.-3:00pm. FREE .. ➢ Make Mom feel special with a handcrafted gift. Space is lirnited,.registiation S:requlred. ➢ For more information call 772-400-6360 or email kcole@ircgov.com - MOMMY SON DANCE —A NIGHT UNDER THE STARS Saturday, May 13 @ iG Center • 6pm-8:30pm. $40 per couple, $10 additional son ➢ Fun evening filled with dancing, games, contests, food and photobooth. ➢ Call 772-226-1780 for more information or go to ircgov.com/MS. 21 YOUTH CO-ED BASKETBALL Registration is open and will close May 29 @ iG Center • Cost 45 per player. - ➢ For children ages 4-15 years old. Season starts in July and ends in August,_. ➢ For more information call 772-226-1780 or register online at ircgov.com/ParksandRecreation: PICKLEBALL FOR TEENS OPEN GYM May 20 and 27 @ iG Center • 5pm-8pm. FREE ➢ Community sponsors are generously underwriting the open gym fee for:each participant. Come for a fun night to learn and play pickleball. Equipment provided. ➢ Call 772-226-1780 for more information or go to ircgov.com/ParksandRecreation..::: HANDGUN 101 COURSE Sunday, May 28 @ IRC Shooting Range • 9:OOam-2:OOpm. $100 per person. ➢ This course is a complete guide to understanding the basics of firearm ownership, safety, and nomenclature, and how it applies to self-defense. Upon successful course completion, the student will receive a training certificate that may be submitted to the State of Florida as proof of training if applying for a Florida CCWP. ➢ Pre -registration is required. ➢ Call 772-226-3096 for more information or email the instructor nanci.robinson@crrtlic.com ADULT OPEN GYM BASKETBALL Mon and Wed @ iG Center • 4pm-8:30pm. Cost $6 Tues and Thurs @ iG Center • 9am-2pm. Cost $6 ➢ Unstructured activity time where the gymnasium it available to adults (18 and over) to practice skills, shoot hoops, and play pick-up games. ➢ Call 772-226-1780 for more information or go to ircgov.com/ParksandRecreation. AQUAFIT Tues, Wed and Thurs @ North County Aquatic Center • 9:30am-10:30am. Cost $4 ➢ Through low impact and high resistance power of the water, participants wil[!mprove cardiovascular capabilities, muscle tone, increase balance and improve general health. - ➢ Flotation belts and water barbells are available at no charge. - ➢ For more information call 772-226-1174 or go to ircgov.com/ParksandRecreation. COLORING & COFFEE Tuesdays @ iG Center • 9am-10am. Cost $1 ➢ Looking for a way to unwind and reduce stress? Join us for a morning of relaxation.through coloring. Materials provided. ➢ For more information call 772-226-1780 or register online at ircgov.com/ParksandRecreat?&. GENTLE CHAIR YOGA Tues and Thurs @ iG Center • 12pm-fpm. Cost $5 ➢ Designed to improve flexibility and strengthen muscles while using a chair for support. Walk-ins welcome. ➢ For more information call 772-226-1780 or register online at ircgov.com/Parksand Recreation. HOMESCHOOL PE Tuesdays @ iG Center • 3pm-4pm. Cost $3. Limited spots ➢ A great chance for children between the ages of the 4-10 to exercise and make new friends. ➢ Teaching children valuable life skills i.e. teamwork, fairness, and good sportsmanship. ➢ For more information call 772-226-1780 or register online at ircgov.com/Parksand Recreation. IRC STEEL CHALLENGE Last Friday of every month @ IRC Shooting Range • 9am. Cost $21.40 includes standard pistol and rifle ranges. ➢ Allows shooters to test their abilities on steel targets and practice their magazine reloads in the process. No registration required. ➢ For more information call 772-226-3096. MAT PILATES Tues and Thurs @ iG Center • 9:15am-10:15am. Cost $12 ➢ Exercises are structured using special equipment designed to improve strength, flexibility, posture and enhance mental awareness. Walk-ins welcome. ➢ For more information call 772-226-1780 or register online at ircgov.com/Parksand Recreation. OPEN PLAY PICKLEBALL Mon, Wed and Fri @ iG Center • 9am-12pm and 12:30pm-3:30pm. Cost $3 Saturdays @ iG Center • 9am-12pm. Cost $3 ➢ Pickleball is played in the gymnasium (6 courts) as either singles or doubles with a paddle and a plastic whiffle ball. Please bring your own equipment. ➢ Call 772-226-1780 for more information or go to ircgov.com/Parksand Recreation. PRE-SCHOOL TUMBLING Fridays @ iG Center • 10:15am, fpm and 4pm. Cost $3 ➢ Preschool tumbling is a great start for ages 4-5. Children are taught basic tumbling skills such as forwards/backwards rolls, handstands, and cartwheels. ➢ They will also improve self-confidence, basic skills, strength, flexibility and balance. Spaces are limited sign up quickly! ➢ For more information call 772-226-1780 or register online at ircgov.com/Parksand Recreation. 23 RIMFIRE CHALLENGE Last Saturday of every month @ IRC Shooting Range • 9am. Cost $12.60 standard range fee ➢ Open to all levels of shooting enthusiasts. It can be for fun, personal improvement or in preparation for a competition. No registration required. ➢ For more information call 772-226-3096. SHINE DANCE WITH CRYSTAL Saturdays @ iG Center • 9:30am-10:30am. Cost $10 ➢ Full body cardio and toning workout based in traditional jazz, ballet and hip-hop. ➢ Get ready to sweat, smile, shimmy and shake your worries away. Walk-ins welcome. ➢ For more information call 772-226-1780 or register online at ircgov.com/ParksandRecreation. SENIOR WELLNESS PROGRAM WITH SANDY Mon, Wed and Fri @ iG Center • 9:00 am -10 am. Mondays, 10am-11:30am Monday, Wednesday and Fridays. Free ➢ Special programming for our 55+ community to have social interaction and light activity. Activities can be adapted to ability levels and: nterests. Walk-ins welcome. ➢ For more information call 772-226-1780 or register online at ircgov.com/ParksandRecreation. SENIOR WELLNESS — DANCING TO MUSIC Thursdays @ iG Center • 10:30am—11:30am. Free ➢ Similar to our regular Senior Wellness Program for 55 + but with fun dancing music to spice it up a notch. Walk-ins welcome. ➢ For more information call 772-226-1780 or register online at ircgov.com/ParkSaradRecreation. STRETCH & FLEX Tues and Thurs @ iG Center • 9:30am — 10:30am. Cost $5 ➢ Great cardiovascular workout set to music. Helps build endurance and strengthens the heart. Walk-ins welcome. ➢ For more information call 772-226-1780 or register online at ircgov.com/ParksandRecreation. THURSDAY NIGHT LIGHTS Thursdays @ IRC Shooting Range • 5pm-9pm. Cost $8 per round ➢ We light up the fields for a fun skeet -trap night activity. No registration required. ➢ For more information call 772-226-3096. UP BEAT BOXING Tues and Thurs @ iG Center • 3pm-4pm. FREE ➢ Boxing fitness class geared for ages 55 +. BEAT! Walk-ins welcome. ➢ For more information call 772-226-1780. Held twice a week to get you out, active and UP - 24 YOGA LATES Tues and Thurs @ iG Center • 10:30am-11:30am. Cost $5 ➢ Mix between Yoga and Pilates. Walk-ins welcome. ➢ For more information call 772-226-1780 or register online at ircgov.com/ParksandRecreation. YOUTH OPEN GYM BASKETBALL Mondays and Wednesdays @ iG Center • 4pm-5:45pm. Cost $2 Saturdays @ iG Center • 1pm-4pm. Cost $2 ➢ Unstructured activity time where the gymnasium is available to adults (17 and under) to practice skills, shoot hoops, and play pick-up games. ➢ Call 772-226-1780 for more information or go to ircgov.com/ParksandRecreation. SUMMER SPORTS CAMP Monday June 19 — Friday June 23 @ iG Center • 9:00am-12:00pm. Daily @ iG center ➢ Registration is open for this awesome experience ➢ For children ages 6 —12 years old ➢ Children will play indoor and outdoor sports with an emphasis on positivity, teamwork and FUN! ➢ Call 772-226-1780 for more information or go to ircgov.com/ParksandRecreation. VERO BEACH SUMMER PICKLEBALL CLASSIC INDOOR TOURNAMENT Saturday, June 3 @ iG Center • 9:00am-5pm. $50 per team ➢ Mixed doubles, unranked tournament. Limited to 24 teams. ➢ Registration includes commemorative shirt, lunch and chance to win prizes. ➢ Call 772-226-1780 for more information or go to ircgov.com/ParksandRecreation. 25 INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: John Titkanich, Jr., County Administrator THROUGH: Richard B. Szpyrka, P.E., Public Works Director THROUGH: Eric Charest, Natural Resources Manager FROM: Melissa Meisenburg, Lagoon Plan Environmental Specialist SUBJECT: Derelict Vessel Process and Update DATE: April 12, 2023 Derelict vessels are defined by the state in Florida Statute (F. S.) 823.11, as vessels left, stored or abandoned in a wrecked, junked or substantially dismantled condition upon the waters of the state, at a port without the consent of the agency or upon private property without the consent of the owner. Vessels under the derelict designation are sinking, degraded and inoperable, creating navigational hazards and pose threats to the environment. Officers from Florida Fish and Wildlife Conservation Commission (FWC) and other law enforcement agencies investigate abandoned vessels to determine derelict status in accordance with F. S., 705.101(3) and 823.11. The derelict vessel designation from FWC allows for the removal and disposal of abandoned vessels, improving boater safety by removing hazards to navigation and to the environment. Coastal Division staff work closely with FWC Officer Richard Marroquin to monitor at risk, derelict and hurricane abandoned vessels in the Indian River Lagoon and the St. Sebastian River. County staff, FWC officers and the City of Vero Beach Police Department meet monthly to review the status of vessels under investigation. Coastal staff invited Officer Marroquin to present information on the at risk and derelict vessel process to the Board of County Commissioners (BCC). This is an informational presentation on the State of Florida's laws and regulations regarding derelict vessels, at risk vessels and the Florida Vessel Turn -In Program. FUNDING Funding is not required under this item. RECOMMENDATION There is no action needed under this Derelict Process and Update. APPROVED AGENDA ITEM FOR May 2, 2023 26 7E 7t� Informational Item - B.C.C. 5.2.23 INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS INTER -OFFICE MEMORANDUM TO: Board of County Commissioners FROM: Joseph E. Flescher, Commissioner, District 2 DATE: April 18, 2023 SUBJECT: Environmental Lands Acquisition Panel Appointment — District 2 I am appointing Janice Broda as the District 2 appointee to serve as on the Environmental Lands Acquisition Panel. C:IG,—ic—Ml g.W,SVZIT-Wpf4a88246-06J7-429d-b748-10c6a549o49fdoc 27 W Nv�c INDIAN RIVER COUNTY, FLORIDA AGENDA ITEM Department of General Services ORTDA SANDRIDGE GOLF Date: April 21, 2023 To: The Honorable Board of County Commissioners Thru: Michael Zito, Assistant County Administrator Beth Powell, Interim General Services Director From: Bela Nagy, Golf Professional Sandridge Golf Club Subject: Sandridge Golf Course Group Policy BACKGROUND: Indian River County owns and operates Sandridge Golf Club, a 36 -hole daily fee golf facility. Over the past 5 years, revenue and round counts at Sandridge Golf Club have steadily risen to record numbers with over 119,000 annual rounds in fiscal year 2021-22. The Golf Club utilizes a tee time reservation system that allows patrons to book tee times 24 hours a day, 7 days per week. Tee times are available on a first come, first serve basis and fall into 3 tiers of users. County resident cardholders pay an annual fee for the privilege of making tee times up to 8 days in advance at a discounted rate. The general public is limited to making tee time reservations 4 days in advance at a non -discounted rate. The third tier includes organized user groups of 16 or more players who are often County cardholders. Group League play has traditionally enjoyed reserving tee times up to one year in advance under a user group agreement; to date Staff has been able to balance the competing demand from groups and individual cardholders. Group League play provides steady revenue to the golf club during non -peak times. Managed league play is beneficial to the efficient operations of the golf club and reduces wasted tee times Sandridge Golf Club does not currently charge a league membership fee or a premium advance booking fee for groups. DESCRIPTIONS AND CONDITIONS: Traditionally, staff has maintained adequate spacing for Group League play, County Card holders, and the general public to play. As these groups and the community have grown, the gaps have narrowed. As demand for tee times continues to increase, especially during the peak season, the need for a league play booking premium fee has become appropriate to place value on the ability to reserve blocks of tee times up to 1 year in advance. County cardholders are limited to one tee time per day up to 8 days in advance. For Group Leagues wishing to continue with the practice of setting up advanced tee times and pre -book the year, it is proposed herein to establish a booking convenience fee to separate the Group League booking privilege from the County Cardholder tier. The goal is to have Group League play managed efficiently so that there are no wasted tee times, as well as to maintain a balance of tee time inventory for County Card holders and the general public. At the most recent assembly of the Florida Municipal Golf Association, Staff participated in a round table discussion with golf courses experiencing similar tee time reservation challenges. As a result, there are now several public golf courses that are evaluating a group reservation advance booking premium fee. 28 ANALYSIS: Staff has analyzed options for implementing a booking premium surcharge or other fee that would place value on the ability to reserve tee times up to 1 year in advance. It was determined that a booking convenience fee would be appropriate for Group League play. The average cost per user as spread across the individuals within the organized group and averages $20-$50 per user per year. The surcharge is proposed to be assessed based on group size. Staff proposes implementing a Group League premium booking fee as follows: Groups of 12 —19 players $750.00 Groups of 20-29 players $1,000.00 Groups of 30-39 players $1,250.00 Groups of 40-49 players $1,500.00 Groups of 50-59 players $1,750.00 Groups of 60 or more players $2,000.00 The Group Leagues would be eligible to register and sign an agreement the first of October each year. The agreement will outline the Group League commitment, booking, and cancellation policies. RECOMMENDATION: Staff recommends that the Board of County Commissioners adopt the attached Group League Booking Policy, the associated fee schedule and the Group League Contract. ATTACHMENT(s): Proposed Sandridge Golf Club League Group Policy Proposed Sandridge Golf Club League Group Agreement APPROVED AGENDA ITEM FOR MAY 02.2023 29 SANDRIDGE GOLF CLUB GROUP LEAGUE BOOKING POLICY Group League bookings for 12 players or more only will be considered for group booking. Repeat Group League bookings will be assessed a booking convenience surcharge for the fiscal year beginning October 1S` as follows: Groups of 12 —19 players $750.00 Groups of 20 — 29 players $1,000.00 Groups of 30-39 players $1,250.00 Groups of 40-49 players $1,500.00 Groups of 50-59 players $1,750.00 Groups of 60+ $2,000.00 GROUPS PLAYING MULTIPLE DAYS ARE SUBJECT TO ADDITIONAL SURCHARGES AT A 20% REDUCED RATE FOR ADDITIONAL DAYS. *ALL BOOKING CONVENIENCE SURCHARGES ARE PER DAY OF WEEK NO SHOW/Cancelation Policy: Sandridge Golf Club realizes that there are many things that can come up in people's day to day lives. While truly sympathetic, the golf club cannot absorb the financial responsibility of players not showing up for booked tee times. We require a (24) hour advance notice to cancel any tee times, including reductions in group size. If change or cancellation is not made within this time -frame, the credit card holder is responsible for all applicable charges. When reservations are booked, it blocks out the available tee time in our reservation system and leaves us unable to make that time available for another player. We appreciate your understanding. ** Abuse of tee times must be avoided. As such, threesomes etc. equal a reduction of players able to play our courses. When the use of threesomes equals a full tee time or greater, the group leader will receive a warning. After the second occurrence, Sandridge Golf Club will assess a $200 fee to the group. Group League Booking Cap Once a 50% saturation of the tee sheet occurs with group bookings, Sandridge Golf Club will not be able to accept any new groups. Only when a group cancels or decides not to renew for the next fiscal year will there be an opening for a new Group to be added. A waiting list will be established based on a first come, first served basis. 30 Date: Group Name: Group Contact: Contact Phone #: Group Starting Date: Days Group Will Be Playing: 1. 2. Preferred Starting Time: Sandridge Golf Club Group League Contract Alternate Contact: Contact Phone#: Ending Date: Approximate # of players: Approximate # of players: General Conditions A. This agreement is a guarantee to the value of each scheduled tee time on each day of play noted in this agreement. Cancellation must be made at least 24 hours in advance of the day of play. Otherwise, the group will be charged for the agreed upon number of players whether they show up or not. The Pro Shop personnel will not be responsible for cancellations. Please speak with either Bela Nagy, Director of Golf; Jon Clark, Manager of Golf Operations; or Kendall Hedgecock, Pro Shop Manager when possible. Voicemail is available if after hours. B. Sandridge Golf Club must be notified at least four (4) days in advance if there will be additional players or if the group needs to cancel completely. C. Each group must supply the Pro Shop with a list of all players at least 30 minutes prior to the first tee time. PLEASE CALL (772)770-5000 EXT. 6 `Jon Clark' TO MAKE CANCELLATIONS OR EMAIL: JClark@ircgov.com Group League Booking Fees(Check One): 12 —19 Players $750.00 30-39 Players $1,250.00 50 — 59 Players $1,750.00 Group Representative: Alternate Representative: Approved: 20-29 Players $1,000.00 40-49 Players $1,500.00 60 + Players $2,000.00 Date: Date: Date: 31 DATE: TO: THROUGH: FROM: SUBJECT: WN CONSENT AGENDA INDIAN RIVER COUNTY OFFICE OF MANAGEMENT AND BUDGET PURCHASING DIVISION April 24, 2023 BOARD OF COUNTY COMMISSIONERS John A. Titkanich, Jr., County Administrator Kristin Daniels, Budget Director Jennifer Hyde, Purchasing Manager Designation of Excess Equipment as Surplus, Authorization for Disposition BACKGROUND: The equipment on the attached list has been determined excess to the needs of Indian River County and requires disposal in accordance with Florida Statutes and Finance Policies. As previously authorized by the Board, the items will be sold by online auction and funds received from the sale of these items will be returned to the appropriate accounts. The list includes eight Panasonic Toughbook laptops the Board had previously authorized:to be donated to the City of North Port Fire Rescue District, which staff has learned they are no longer interested in. Three items on the list were left behind at the Daisy Hope Center, are now County property, and have been recommended for donation to the music program' at Treasure Coast Elementary School. This includes two electric pianos and an electric keyboard. FUNDING: There is no cost to the County associated with these requests. RECOMMENDATION: Staff recommends the Board declare the items listed on the 050223 Excess List as Surplus, authorize their disposal as indicated, including the donation of music equipment to Treasure Coast Elementary School. ATTACHMENT: Excess List for 050223 32 Excess List for 050223 Dept# Asset Fleet Description VIN/Serial Working y/n 101 Dymo LabelWriter 330 3210190891 Y 106 Electric Piano* Y 106 Yamaha upright piano* Y 106 Yamaha electronic keyboard* Y 120 21890 582 2004 Pierce Enforcer 4P1CT02U74A003795 N 120 30609 Panasonic Toughbook Laptop CF-20G5-02VM Y 120 30610 Panasonic Toughbook Laptop CF-20G5-02VM Y 120 30612 Panasonic Toughbook Laptop CF-20G5-02VM Y 120 30614 Panasonic Toughbook Laptop CF-20G5-02VM Y 120 30616 Panasonic Toughbook Laptop CF-20G5-02VM Y 120 30617 Panasonic Toughbook Laptop CF-20G5-02VM Y 120 30611 Panasonic Toughbook Laptop CF-20G5-02VM Y 120 30613 Panasonic Toughbook Laptop CF-20G5-02VM Y 208 27599 Dell Precision Tower T5610 C7JQK02 N 208 27806 Dell Precision Tower 5810 G6R6D42 N 208 27807 Dell Precision Tower 5810 G6R7D42 N 208 29024 Dell Latitude E5570 9XX3ZF2 N 208 29021 Dell Latitude E5570 C404ZF2 N 208 29022 Dell Latitude E5570 4CX3ZF2 N 208 29023 Dell Latitude E5570 J2W3ZF2 N 208 29025 Dell Latitude E5570 DB72ZF2 N 208 29026 Dell Latitude E5570 5B72ZF2 N 208 29952 Dell Latitude E5580 HT51NH2 N 208 29954 Dell Latitude E5580 8CO1NH2 N 208 27585 Dell Latitude E6530 BV60H02 N 208 27579 Dell Latitude E6530 BV4VG02 N 208 27584 Dell Latitude E6530 BV51H02 N 208 27582 Dell Latitude E6530 BVSXG02 N 214 21131 HP Laserjet 4200 USBNN15629 N 214 25990 Canon imagerunner 25351 FUM31149 N 238 27817 Dell Latitude E5550 BMM7Q32 N 238 27818 Dell Latitude E555O 2HM7Q32 N 238 28140 Dell Latitude E5550 1R75Q32 N 238 28142 Dell Latitude E5550 696BQ32 N 238 28143 Dell Latitude E5550 GN27Q32 N 238 j 28583 Dell Latitude E5550 FMOQM72 N 238 28584 Dell Latitude E5550 J5NPM72 N 238 28585 Dell Latitude E5550 HNOQM72 N 238 28586 Dell Latitude E5550 SP7VM72 N 241 28380 Dell Optiplex 7020 13N8M82 N 244 29263 Dell Optiplex 5040 BGCVHH2 N 245 21877/21877A 387 2004 Chevy Silverado 1GCEC14X34Z251428 N 245 26965 Dell Latitude 6430 N7F2HLX1 N 245 30473 Dell Latitude 5424 N 500 27911 Alienware Laptop 16GB 1GNKRGKD6DJ123705 Y 500 28327A Intel Chip - Proliant DL 380 G9 M91.41D2502479 Y 500 283278 Intel Chip - Proliant DL 380 G10 M9GH411002850 Y 500 30354 Xerox C3085 Color Copier 2TX062129 Y 500 26310 HP Laserjet 9040DN Printer JPRCDIK4BB Y 500 (2) Acer 21" Computer Monitors Y 500 (2) Acer 24" Computer Monitors Y 500 (2) Ace r Towers Y 500 (6) AOC 24" Computer Monitors Y 500 APC Server Rack Y 500 APC -UPS Power Supply AS0734210736 Y 500 APC -UPS Power Supply SUA3000RM2U Y 500 D-Link Switch F30C38900135B Y 500 Dell 19" Monitor Y 500 Dell 21" Monitor Y 500 Dell Switch NONE Y 500 Elite Desk Tower 2UA40415FS Y 500 HP Backplane Card 2M254002TM Y 500 HP Fiber Communication MY83410F45 Y 500 HP Fiber Communication 6C5717JOM9 Y 33 Excess List for 050223 Dept # p ption Asset Fleet Description VIN/Serial Working y/n 500 HP Hard Drive 6C3710K09R Y 500 HP Hard Drive 6C3710K08S Y 500 HP Hard Drive 6C3710K08U Y 500 (7) HP 21" Computer Monitors Y 500 HP Riser Card MXQ72803ZB Y 500 HP Switch CN25DXY121 Y 500 HP Switch CN932Z4066 Y 500 HP Switch CN2292G1RXJ9450 Y 500 HP Switch CN30FRT11U9803 Y 500 HP Switch CN3FRJOD4 Y 500 (12) HP Towers Y 500 IBM Tape Drive 159793 Y 500 IBM Tape Drive 1330932 Y 500 Netgear Switch 4G22665B00053 Y 500 Netgear Switch 2AD31C55009A Y 500 Netgear Switch 4G236A5K002FC Y 500 Netgear Switch FTS50AOB000529 Y 500 (12) Viewsonic 24" Computer Monitors Y 500 (5) Panasonic Docking Stations Y 500 (7) Fujitsu Fi-5120C Scanners Y 500 Fujitsu 7030 Scanner 8TLH116746 Y 500 (4) MSI Laptops y 500 Think Centre Tower Y 500 Trednet Switch C21212A100125 Y 500 Tripp -Lite Power Supply BC -150 y 500 Tripp -Lite UPS 2229AYOSM820700186 Y 500 Tripp -Lite KVM Switch 2434AYOC891900014 Y 500 (2) Brother Printers Y 500 1 1(2) WD Hard Drives y *Items designated for donation to Treasure Coast Elementary 34 INDIAN RIVER COUNTY OFFICE OF MANAGEMENT AND BUDGET PURCHASING DIVISION DATE: April 24, 2023 TO: BOARD OF COUNTY COMMISSIONERS THROUGH: John A. Titkanich, Jr., County Administrator Kristin Daniels, Director - Office of Management and Budget FROM: Jennifer Hyde, Purchasing Manager SUBJECT: Rejection of Bids - 2023020 for Fiber Optic Engineering, Design, Material, Supplies, and Installation BACKGROUND: On September 20, 2022, the Board approved the final one-year extension to the agreement with Gerelcom for Fiber Optic materials and services, awarded under bid 2021003. An extension to the agreement with Precision Contracting Services, Inc. from the same bid was not requested by staff, as the vendor was requesting significant increases to pricing. Because it is more effective and efficient to have multiple firms available to perform this work, new bids were solicited for firm, fixed pricing for the procurement, installation, integration, repair and support services for the County's enterprise network system. The new bid also reflected substantial changes to the unit items of work requested. BID RESULTS: Advertising Date: February 3, 2023 Bid Opening Date: February 28, 2023 DemandStar Broadcast to: 6og Subscribers Bid Documents Requested by: 12 Firms Replies: 3 Firms ca` Gerelcom, Inc. Port St. Lucie Mastec North America, Inc. Coral Gables Precision Contracting Services, Inc. Jupiter DISCUSSION: The Information Technology Department has become dissatisfied with responsiveness and contract compliance of Gerelcom, and does not consider the vendor responsible to provide the work as needed. Mastec does not have FDOT certification required in the bid, to ensure appropriate maintenance of traffic during work, and therefore is considered non-responsive to the requirements of the bid. 35 The Department considers PCS to be the sole responsive, responsible bidder. Due to the need for multiple qualified firms under contract for the work, staff reached out to other service providers to determine why there was not larger response to the bid. One vendor indicated their office was too far away to meet the two-hour emergency response time. Another indicated the requirement for bidders to have a full-time Registered Communications Distribution Designer (RCDD) on staff excluded them from participation. Staff proposes to modify the bid documents to enable firms to utilize a subcontractor to perform any necessary RCDD services, and restructure the emergency response requirements to facilitate better response. FUNDING: There is no cost associated with rejecting the bids and re -advertising. RECOMMENDATION: Staff recommends the Board reject the responses to Bid 2023020, and authorize staff to re - advertise the bid with the noted changes. 36 INDIAN RIVER COUNTY OFFICE OF MANAGEMENT AND BUDGET PURCHASING DIVISION DATE: April 25, 2023 TO: BOARD OF COUNTY COMMISSIONERS THROUGH: John A. Titkanich, Jr., County Administrator Kristin Daniels, Director, Office of Management and Budget FROM: Jennifer Hyde, Purchasing Manager SUBJECT: Approval of Continuing Consulting Engineering Services Agreements BACKGROUND: On April 18, 2023, the Board authorized staff to enter negotiations with several professional engineering firms interested in providing services under a new continuing agreement. Most of the negotiations are complete, and staff is ready to enter into agreements with many of the firms. DISCUSSION.: Individual work orders will be issued under the agreement, most often with a lump sum, not to exceed cost. In order to establish pricing for the agreement, Staff requested standard hourly rates from each firm, which will be effective for the three-year initial term of award. Staff has received acceptable hourly rates from the firms listed in the table below, which will be attached as Exhibit 2 of the appropriate firm's final agreement. Rates not yet received or accepted for the remaining seven proposed firms will be presented to the Board at a later meeting, before their agreements are executed, or any work orders issued. The disciplines authorized by firm are also reflected on the table below. 37 Environmental Infrastructure Site/ Civil Utilities A tim Environmental & Infrastructure, LLC._ Arcadis U.S., Inc. ., .PIP Atkins North America, Inc. Bowman Consulting Group, Ltd. Carter Associates, Inc. Coastal Waterways Design and Engineering LLC Consor Engineers, LLC Dredging & Marine Consultants, LLC EXP US Services, Inc. Johnson, Mirmiran & Thompson, Inc. Jones, Edmunds, Associates, Inc. Masteller & Moler, Inc. MBV Engineering, Inc. Metric Engineering, Inc. OCI Associates, Inc. Rummel, Klepper & Kahl, LLP Schulke, Bittle & Stoddard, LLC TLC Engineering Solutions V&A Consulting Engineers, Inc. 37 FUNDING: Funding for work orders under the agreements will vary, based on project and department. Individual work orders over $35,000 will be brought before the Board for review and approval. Per Section 105.01, Indian River County Code, the County Administrator may approve work orders for Continuing Consulting Services up to $35,000. A monthly list of work orders approved by the Administrator will be presented to the Board as an informational item. RECOMMENDATION• Staff recommends the Board approve the sample agreement, and the hourly rates attached for the listed firms. Attachments: Sample Agreement Exhibit 2 Rate Schedules 38 CONTINUING CONTRACT AGREEMENT FOR CONSULTING ENGINEERING SERVICES THIS AGREEMENT, entered into this 2nd day of May, 2023, by and between INDIAN RIVER COUNTY, a political subdivision of the State of Florida, hereinafter referred to as the "COUNTY", and hereinafter referred to as the "CONSULTANT". BACKGROUND RECITALS: In accordance with the Consultants' Competitive Negotiations Act, Section 287.055, Florida Statutes, the COUNTY selected CONSULTANT to provide professional consulting engineering services ("Services"), based on statement of qualifications received in response to Request for Qualifications 2023015. That the COUNTY and the CONSULTANT, in consideration of their mutual covenants, herein agree with respect to the performance of professional consulting engineering services by the CONSULTANT, and the payment for those services by the COUNTY, as set forth below and in individual Work Orders. This agreement shall be referred to as the "MASTER AGREEMENT" under which future Work Orders will apply. The CONSULTANT shall provide the COUNTY with consulting engineering services and such other related services as defined in specific Work Orders, in the approved disciplines indicated in Exhibit 1. NOW THEREFORE, in accordance with the mutual covenants herein contained and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. GENERAL 1.1 Professional services shall be identified in individual Work Orders prepared by the COUNTY. Work Orders will be executed by the Board of County Commissioners, County Administrator, or the Purchasing Manager, as authorized. Work Orders shall include a description of services to be performed; a statement of fees; a schedule of deliverables; proposed schedule for compensation and whether compensation is lump sum, maximum amount not -to -exceed, task based, or any combination of the foregoing; a budget establishing the amount of compensation to be paid with sufficient detail so as to identify all of the various elements of costs; a projected schedule for completion of the work to be performed by the CONSULTANT; and any other additional instructions or provisions relating to the specific Services authorized pursuant to each Work Order that does not conflict with the terms of this Agreement. 1.2 Whenever the term "Work Order" is used herein, it is intended to mean that formal document that is dated; serially numbered; and executed by both the COUNTY and the CONSULTANT by which the COUNTY accepts CONSULTANT's proposal for specific services and CONSULTANT indicates a willingness to perform such specific services for the terms and under the conditions specified in this Agreement. Each Work Order must be fully executed by the COUNTY prior to issuance of the related Notice -to -Proceed. 1.3 Services related to any individual Work Order which would increase or decrease cost, or which are otherwise outside the scope of Services or level of effort contemplated by the Work Order shall be Services for which the CONSULTANT must obtain the prior written approval of the COUNTY, as provided by this Agreement. All terms for the performance of such Services must be agreed upon in a written document prior to any deviation from the terms of a Work Order; and when properly authorized and executed by both the CONSULTANT and the COUNTY, shall become an amendment to the Work Order or a new Work Order, at the sole option of the COUNTY. A 2023015 Agreement - i 39 separate Notice -to -Proceed may, at the sole option of the COUNTY, be given for each phase of the services contained in any Work Order hereunder. 1.4 A Work Order shall not give rise to any contractual rights until it meets the foregoing requirements. Each written Notice -to -Proceed and specific Work Order, as approved by the COUNTY, shall be an addendum to this Agreement. Nothing contained in any Work Order shall conflict with the terms of this Agreement, and the terms of this Agreement shall be deemed to be incorporated into each individual Work Order as if fully set forth therein. 1.5 A schedule of current hourly billing rates is set forth in Exhibit 2, attached to this Agreement and made a part hereof by this reference. These hourly billing rates will remain effective for the term of the Agreement. 1.6 No representation or guarantee is made by Indian River County as to the minimum or maximum dollar value, volume of work, or type of work, if any, that CONSULTANT will receive during the term of this Agreement. 1.7 The Background Recitals are true and correct and form a material part of this Agreement. 2. COUN'T'Y OBLIGATIONS 2.1 The COUNTY will provide the CONSULTANT with a copy of any preliminary data or reports available as required in connection with the work to be performed under this Agreement, together with all available drawings, surveys, right-of-way maps, and other documents in the possession of the COUNTY pertinent to a Project. The CONSULTANT shall satisfy itself as to accuracy of any data provided. The CONSULTANT is responsible for bringing to the COUNTY's attention, for the County's resolution, material inconsistencies or errors in such data that come to the CONSULTANT'S attention. 2.2 The COUNTY shall arrange for access to, and make provisions for the CONSULTANT to enter upon, public and private property (where required) as necessary for the CONSULTANT to perform its Services, upon timely written request of CONSULTANT to COUNTY. 2.3 The COUNTY shall promptly execute all permit applications necessary to the Project. 2.4 The COUNTY shall examine any and all studies, reports, sketches, drawings, specifications, proposals and other documents presented by the CONSULTANT, and render, in writing, decisions pertaining thereto within a reasonable time. 2.5 Approval by the COUNTY of any of the CONSULTANT's work, including but not limited to drawings, design specifications, written reports, or any work products of any nature whatsoever furnished hereunder, shall not in any way relieve the CONSULTANT of responsibility for the technical accuracy and adequacy of the work. Neither the COUNTY's review, approval or acceptance of, or payment for, any of the Services furnished under this Agreement shall be construed to operate as a waiver of any rights under this Agreement or of any cause of action arising out of the performance of this Agreement. The CONSULTANT shall be and remain liable in accordance with all applicable laws for all damages to the COUNTY caused by the negligent performance by the CONSULTANT of any of the Services furnished under this Agreement. 2.6 The COUNTY reserves the right to appoint one or more Project Managers for the specific Services in connection with any Work Order. The Project Manager shall: (a) act as the COUNTY's agent with respect to the Services rendered hereunder; (b) transmit instructions to and receive information from the CONSULTANT; (c) communicate the COUNTY's policies and decisions to the CONSULTANT regarding the Services; and (d) determine, initially, whether the CONSULTANT is fulfilling its duties, responsibilities, and obligations hereunder. 2023015 Agreement - 2 40 2.7 The COUNTY shall give prompt written notice to the CONSULTANT whenever the COUNTY observes or otherwise becomes aware of any development that affects the timing or delivery of the CONSULTANT's Services. If the CONSULTANT has been delayed in completing its Services through no fault or negligence of either the CONSULTANT or any sub -consultant, and, as a result will be unable to perform fully and satisfactorily under the provisions of this Agreement, then the CONSULTANT shall promptly notify the Project Manager. In the COUNTY's sole discretion, and upon the submission to the COUNTY of evidence of the causes of the delay, the Work Order shall be modified in writing as set forth in this Agreement, subject to the COUNTY'S rights to change, terminate, or stop any or all of the Services at any time in accordance with this Agreement. 2.8 The CONSULTANT shall not be considered in default for a failure to perform if such failure arises out of causes reasonably beyond the CONSULTANT's control and through no fault or negligence of the CONSULTANT. The parties acknowledge that adverse weather conditions, acts of God, or other unforeseen circumstances of a similar nature, may necessitate modifications to this Agreement. If such conditions and circumstances do in fact occur, then the COUNTY and CONSULTANT shall mutually agree, in writing, to the modifications to be made to this Agreement. 3. RESPONSIBILITIES OF THE CONSULTANT 3.1 The CONSULTANT agrees to perform all necessary Services in connection with the assigned Project(s) as set forth in the Work Orders and in this Agreement. 3.2 The CONSULTANT will endeavor not to duplicate any previous work done on any Project. Before execution of a Work Order, the CONSULTANT shall consult with the COUNTY to clarify and define the COUNTY's requirements for the Project. 3.3 The CONSULTANT agrees to complete the Project within the time frame specified in the Work Order. 3.4 The CONSULTANT will maintain an adequate staff of qualified personnel. 3.5 The CONSULTANT will comply with all present and future federal, state, and local laws, rules, regulations, policies, codes, and guidelines applicable to the Services performed under this Agreement. 3.6 The CONSULTANT, as a part of the consideration hereof, does hereby covenant and agree that: (i) in connection with the furnishing of Services to the COUNTY hereunder, no person shall be excluded from participation in, denied the benefits of, or otherwise subjected to discrimination in regard to the services to be performed by CONSULTANT under this Agreement on the grounds of such person's race, color, creed, national origin, religion, physical disability, age, or sex; and (2) the CONSULTANT shall comply with all existing requirements concerning discrimination imposed by any and all applicable local, state, and federal rules, regulations, or guidelines; as such rules, regulations, or guidelines may be from time to time amended. 3.7 The CONSULTANT shall during the entire term of this Agreement, procure and keep in full force, effect, and good standing any and all necessary licenses, registrations, certificates, permits, and any and all other authorizations as are required by local, state, or federal law, in order for the CONSULTANT to render its Services as described in this Agreement. The CONSULTANT shall also require all sub -consultants to comply by contract with the provisions of this section. 3.8 The CONSULTANT will prepare all necessary sketches and completed application forms to accompany the COUNT Y's applications for any required federal, state, or local permits. The CONSULTANT will reply, in writing, to all regulatory agencies' requests for additional information related to a permit application. The CONSULTANT will document all meetings, conversations, and 2023015 Agreement - 3 41 communication. with permitting agencies. The CONSULTANT will provide the COUNTY with copies of all permit applications, including attachments, and all related correspondence. The CONSULTANT acknowledges that preparation of all applicable permits for the COUNTY's submittal to regulatory agencies, and the CONSULTANT's written responses to all regulatory agencies' questions until the permit is issued or denied, are included within the scope of basic compensation in each particular Work Order. No additional service work related to permitting will be approved for any reason, except in the case where new permitting requirements become effective after the effective date of a Work Order. 3.9 The CONSULTANT will cooperate fully with the COUN'T'Y in order that all phases of the work may be properly scheduled and coordinated. 3.10 The CONSULTANT will cooperate and coordinate with other COUNTY CONSULTANTS, as directed by the COUNTY. 3.11 The CONSULTANT shall report the status of the Services under this Agreement or Work Order to the County Project Manager upon request, and hold all drawings, calculations and related work open to the inspection of the County Project Manager or his authorized agent at any time, upon reasonable request. 3.12 All documents, reports, tracings, plans, specifications, field books, survey notes and information, maps, contract documents, and other data developed by the CONSULTANT for the purpose of this Agreement, are and shall remain the property of the COUNTY. The foregoing items will be created, maintained, updated, and provided in the format specified by the COUNTY. When all work contemplated under this Agreement is complete, and upon final payment all of the above data shall be delivered to the County Project Manager. 3.13 The CONSULTANT will confer with the COUNTY during the further development of improvements for which the CONSULTANT has provided design or other services, and the CONSULTANT will interpret plans and other documents; correct errors and omissions; and prepare any necessary plan revisions not involving a change in the scope of the work required, at no additional cost to the COUNTY, within thirty (30) calendar days of notice by the COUNTY, or upon a determination of the CONSULTANT of the existence of such errors or omissions, whichever event shall first occur. The foregoing is not intended to include construction management services provided by the CONSULTANT. 3.14 The CONSULTANT agrees to maintain complete and accurate books and records ("Books"), in accordance with sound accounting principles and standards for all Services, costs, and expenditures under this Agreement. The Books shall identify the Services rendered during each month of the Agreement and the date and type of each Project -related expense. The COUNTY shall have the right at any reasonable time and through any of its designated agents or representatives, to inspect and audit the Books for the purpose of verifying the accuracy of any invoice. The CONSULTANT shall retain the Books, and make them available to the COUNTY as specified above, until the later of three (3) years after the date of termination of this Agreement, or such longer time if required by any federal, state, or other governmental law, regulation, or grant requirement. 3.15 The CONSULTANT shall not assign or transfer any work under this Agreement without the prior written consent of the COUNTY. When applicable and upon receipt of such consent from the COUNTY, the CONSULTANT shall cause the names of the engineering and surveying firms responsible for the major portions of each separate specialty of the work to be inserted on the reports or other data. 3.16 All documents, including but not limited to drawings and specifications, prepared by the CONSULTANT pursuant to this Agreement are related exclusively to the Services described herein and are not intended or represented to be suitable for reuse by the COUNTY or others on any other project. 2023015 Agreement - 4 42 Reuse of any document or drawing shall be at the COUNTY's own risk. 3.17 CONSULTANT 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. CONSULTANT is also responsible for obtaining proof of E -Verify registration and utilization for all subconsultants. 3.18 The CONSULTANT shall not be held liable for any modifications made to the documents by others. 3.19 Where services hereunder include preparation of drawings and other contract documents by CONSULTANT and where, notwithstanding acceptance and approval by the COUNTY thereof, in the opinion of the COUNTY, drawings and other contract documents so prepared are found during the course of construction to require modification due to the oversight, inadvertence or negligent omissions of, errors by, or lack of detail provided by CONSULTANT, such modifications must be made by CONSULTANT without additional compensation. Where such contract documents are used in letting a contract for construction, CONSULTANT will assume responsibility for any direct or actual damages suffered or incurred by the COUNTY, including, but not limited to, any increase in compensation due to a construction contractor, which increase is directly attributable to the required changes in the Drawings or other contract documents to the extent caused by CONSULTANT's negligent acts, omissions, or errors. 4. TERM; DURATION OF AGREEMENT This Agreement shall remain in full force and effect for a period of three (3) years after the date of execution thereof, or until completion of all project phases as defined by the COUNTY, whichever occurs later, or unless otherwise terminated by mutual consent of the parties hereto, or terminated pursuant to Section 9 "Termination", This Agreement may be extended for one additional two (2) year term, at the discretion of the County. 5. COMPENSATION 5.1 The COUNTY shall pay to the CONSULTANT a mutually agreed upon lump sum or maximum amount not -to -exceed professional fee for each task in the Work Order, to be paid in monthly installments or on a deliverable basis, all as set forth in a Work Order. Duly certified invoices, in triplicate, phased as per the Work Order, shall be submitted to the County Project Manager, in detail sufficient for proper prepayment and post payment audit. Upon submittal of a proper invoice the County Project Manager will determine if the tasks or portions thereof have been satisfactorily 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 CONSULTANT by the COUNTY in accordance with the Florida Prompt Payment Act, as may be amended from time to time (Section 218.70, Florida Statutes, et seq.). 5.1.1 The CONSULTANT shall include on the invoices any identifiable per diem, meals and lodgings, taxi fares and miscellaneous travel -connected expenses for CONSULTANT's personnel subject to the limitations of F. S. section 112.o61, as may be amended from time to time. Travel expenses, if any, shall not be on a direct pay basis by the COUNTY. Notwithstanding the foregoing, the CONSULTANT acknowledges and agrees that it will not be reimbursed for any travel within Indian River County, both after a CONSULTANT arrives from outside of Indian River County, and where a CONSULTANT maintains an office in Indian River County. 5.1.2 The COUNTY shall make direct payment of all permit fees paid to regulatory agencies for approvals directly attributable to the Services under the Project. These permit fees do not include those permits required for any construction contractor. 2023015 Agreement - 5 43 5.2 The COUNTY may at any time notify the CONSULTANT of requested changes to the Services under an existing Work Order, and thereupon the COUNTY and the CONSULTANT shall execute a mutually agreeable amended Work Order or a new Work Order. 5.3 The COUNTY shall have the sole right to reduce or eliminate, in whole or in part, any portion of the Services under any Work Order at any time and for any reason, upon written notice to the CONSULTANT specifying the nature and extent of the reduction. In such event, the CONSULTANT shall be paid for the Services already performed and also for the Services remaining to be done and not reduced or eliminated, upon submission of invoices as set forth in this Agreement. 5.4 The COUNTY may, at any time and for any reason, direct the CONSULTANT to suspend Services, in whole or in part under this Agreement. Such direction shall be in writing, and shall specify the period during which Services shall be stopped. The CONSULTANT shall resume its Services upon the date specified, or upon such other date as the COUNTY may thereafter specify in writing. Where the COUNTY has suspended the Services under this Agreement for a period in excess of six (6) months, the compensation of CONSULTANT for such suspended Services may be subject to modification. The period during which the Services are stopped by the COUN'T'Y shall be added to the time of performance of this Agreement. 6. ADDITIONAL WORK 6.1 If services in addition to the Services provided hereunder are required or desired by the County in connection with the Project, the COUNTY may, at the sole option of the COUNTY: separately obtain same outside of this Agreement; or request the CONSULTANT to provide, either directly by the CONSULTANT or by a sub consultant, such additional services by a new Work Order or by a written amendment to a specific Work Order. 7. OWNERSHIP AND REUSE OF DOCUMENTS 7.1 Ownership and Copyright: Ownership and copyright of all reports, tracings, plans, electronic files, specifications, field books, survey information, maps, contract documents, and other data first developed by the CONSULTANT pursuant to this Agreement, shall be vested in the COUNTY. Said materials shall be made available to the COUNTY by the CONSULTANT at any time during normal business hours upon reasonable request of the COUNTY. On or before the tenth day after all work contemplated under this Agreement or individual Work Order is complete, all of the above materials shall be delivered to the County Project Manager. 7.2 Reuse of Documents: All documents, including but not limited to reports, drawings and specifications, prepared or performed by the CONSULTANT pursuant to this Agreement, are related exclusively to the services described herein. They are not intended or represented to be suitable for reuse by the COUNTY or others on extensions of this project or on any other project. The COUNTY's reuse of any document or drawing shall be at the COUNTY's own risk. The COUNTY shall not hold the CONSULTANT liable for any misuse by others. 8. INSURANCE AND INDEMNIFICATION 8.1 During the performance of the work covered by this Agreement, the CONSULTANT shall provide the COUNTY with evidence that the CONSULTANT has obtained and maintains the insurance listed in the Agreement. 8.2 CONSULTANT shall maintain for the duration of the Agreement, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the CONSULTANT, its agents, representatives, or employees. The cost of such insurance shall be included in the CONSULTANT's fees. 2023015 Agreement - 6 44 8.3 Minimum Scope of Insurance A. Worker's Compensation as required by the State of Florida. Employers Liability of $1oo,000 each accident, $50o,000 disease policy limit, and $1oo,000 disease each employee. B. General Liability $1,000,000 combined single limit per accident for bodily injury and property damage. Coverage shall include premises/operations, products/completed operations, contractual liability, and independent contractors. COUNTY shall be named an "Additional Insured" on the certificate of insurance. C. Auto Liability $500,000 combined single limit per accident for bodily injury and property damage. Coverage shall include owned vehicles, hired vehicles, and non-owned vehicles. D. Professional Liability Insurance providing coverage for negligent acts, errors, or omissions committed by CONSULTANT with a $500,000 per claim/annual aggregate. This insurance shall extend coverage to loss of interest, earning, profit, use and business interruption, cost of replacement power, and other special, indirect, and consequential damages. 8.4 CONSULTANT's insurance coverage shall be primary. 8.5 All above insurance policies shall be placed with insurers with a Best's rating of no less that A-VII. The insurer chosen shall also be licensed to do business in Florida. 8.6 The insurance policies procured, other than professional liability, shall be occurrence forms, not claims made policies. Professional liability shall be on a claims-made basis. 8.7 The insurance companies chosen shall provide certificates of insurance prior to signing of contracts, to the Indian River County Risk Management Department. 8.8 CONSULTANT shall provide the Indian River County Risk Management Department with a certificate of insurance that states that the insurance company will provide 3o days notice to the Risk Management Department, of cancellation and/or nonrenewal. 8.9 The CONSULTANT shall ensure all subconsultants to maintain the insurance as detailed herein. 8.10 Any deductibles or self-insured retentions greater than $ioo,000 must be approved by the Risk Manager for Indian River County, with the ultimate responsibility for same going to the CONSULTANT. 8.11 The Consultant shall indemnify and hold harmless the County and its commissioners, officers, employees and agents, from liabilities, damages, losses, and costs, including, but not limited to, reasonable attorney's fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the CONSULTANT and other persons employed or utilized by the CONSULTANT in the performance of the contract. 9. TERMINATION 9.1 This Agreement may be terminated: (a) by the COUNTY, for any reason, upon thirty (30) days' prior written notice to the CONSULTANT; or (b) by the CONSULTANT, for any reason, upon thirty (3o) days' prior written notice to the COUNTY,: or (c) by the mutual Agreement of the parties; or d) as may otherwise be provided below. In the event of the termination of this Agreement, any liability of one party to the other arising out of any Services rendered, or for any act or event occurring prior to the termination, shall not be terminated or released. 9.2 In the event of termination by the COUNTY, the COUNTY's sole obligation to the CONSULTANT shall be payment for those portions of satisfactorily completed work previously authorized by approved Work Order. Such payment shall be determined on the basis of the hours of work performed by the CONSULTANT, or the percentage of work complete as estimated by the 2023015 Agreement - 7 45 CONSULTANT and agreed upon by the COUNTY up to the time of termination. In the event of such termination, the COUNTY may, without penalty or other obligation to the CONSULTANT, elect to employ other persons to perform the same or similar services. 9.3 The obligation to provide services under this Agreement may be terminated by either party upon seven (7) days prior written notice in the event of substantial failure by the other parry to perform in accordance with the terms of this Agreement through no fault of the terminating party. 9.4 In the event that the CONSULTANT merges with another company, becomes a subsidiary of, or makes any other substantial change in structure, the COUNTY reserves the right to terminate this Agreement in accordance with its terms. 9.5 In the event of termination of this Agreement, the CONSULTANT agrees to surrender any and all documents first prepared by the CONSULTANT for the COUNTY in connection with this Agreement. 9.6 The COUNTY may terminate this Agreement for refusal by the CONSULTANT to allow public access to all documents, papers, letters, or other material subject to the provisions of Chapter 119 Florida Statutes and made or received by the CONSULTANT in conjunction with this Agreement. 9.7 The COUNTY may terminate this Agreement in whole or in part if the CONSULTANT submits a false invoice to the COUNTY. 9.8 CONSULTANT certifies that it and those related entities of CONSULTANT 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. OWNER may terminate this Contract if CONSULTANT, 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. 9.9 CONSULTANT certifies that it and those related entities of CONSULTANT 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, create pursuant to Section 215.473 of the Florida Statutes and are not engaged in business operations in Cuba or Syria. COUNTY may terminate this agreement if CONSULTANT 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. io. TRUTH -IN -NEGOTIATION CERTIFICATE: CONTINGENCY FEES 10.1 Execution of this Agreement by the CONSULTANT shall act as the execution of a truth- in - negotiation certificate certifying that the wage rates and costs used to determine the compensation provided for in this Agreement are accurate, complete and current as of the date of the Agreement and no higher than those charged the CONSULTANT's other customers, for the same or substantially similar service. The wage rates and costs shall be adjusted to exclude any significant sums should the COUNTY determine that the wage rates and costs were increased due to inaccurate, incomplete or noncurrent wage rates or due to inaccurate representations of fees paid to outside CONSULTANTS. The COUNTY shall exercise its rights under this "Certificate" within one (1) year following final payment. COUNTY has the authority and right to audit CONSULTANT's records under this provision. The COUNTY does not hereby waive any other right it may have pursuant to Section 287.055, Florida Statutes, as it may be from time -to -time amended. 2023015 Agreement - 8 46 10.2 Pursuant to the CONSULTANTS' Competitive Negotiation Act, Section 287.055, Florida Statutes, the CONSULTANT warrants that it has not employed or retained any company or person other than a bona fide employee working solely for the CONSULTANT to solicit or secure this Agreement and that it has not paid or agreed to pay any company or person other than a bona fide employee working solely for the CONSULTANT any fee, commission, percentage fee, gifts or any other considerations, contingent upon or resulting from the award or making of this contract. For breach of violation of this provision, the COUNTY shall have the right to terminate this Agreement without liability and, at its discretion, to deduct from the contract price, or otherwise recover, the full amount of such fee, commission, percentage, gift, or consideration. ii. MISCELLANEOUS PROVISIONS 11.1 Independent Contractor. It is specifically understood and acknowledged by the parties hereto that the CONSULTANT or employees or sub -consultants of the CONSULTANT are in no way to be considered employees of the COUNTY, but are independent contractors performing solely under the terms of the Agreement and not otherwise. 11.2 Merger; Modification. This Agreement incorporates and includes all prior and contemporaneous negotiations, correspondence, conversations, agreements, or understandings applicable to the matters contained herein and the parties agree that there are no commitments, agreements, or understandings of any nature whatsoever concerning the subject matter of the Agreement that are not contained in this document. Accordingly, it is agreed that no deviation from the terms hereof shall be predicated upon any prior or contemporaneous representations or agreements, whether oral or written. No alteration, change, or modification of the terms of this Agreement shall be valid unless made in writing and signed by the CONSULTANT and the COUNTY. 11.3 Governing Law; Venue. This Agreement, including all attachments hereto, shall be construed according to the laws of the State of Florida. Venue for any lawsuit brought by either party against the other parry or otherwise arising out of this Agreement shall be in Indian River County, Florida, or, in the event of federal jurisdiction, in the United States District Court for the Southern District of Florida. 11.4 Remedies; No Waiver. All remedies provided in this Agreement shall be deemed cumulative and additional, and not in lieu or exclusive of each other or of any other remedy available to either party, at law or in equity. Each right, power and remedy of the parties provided for in this Agreement shall be cumulative and concurrent and shall be in addition to every other right, power or remedy provided for in this Agreement or now or hereafter existing at law or in equity or by statute or otherwise. The failure of either party to insist upon compliance by the other party with any obligation, or exercise any remedy, does not waive the right to so in the event of a continuing or subsequent delinquency or default. A party's waiver of one or more defaults does not constitute a waiver of any other delinquency or default. If any legal action or other proceeding is brought for the enforcement of this Agreement or because of an alleged dispute, breach, default, or misrepresentation in connection with any provisions of this Agreement, each parry shall bear its own costs. 11.5 Severability. If any term or provision of this Agreement or the application thereof to any person or circumstance shall, to any extent, be held invalid or unenforceable for the remainder of this Agreement, then the application of such term or provision to persons or circumstances other than those as to which it is held invalid or unenforceable shall not be affected, and every other term and provision of this Agreement shall be deemed valid and enforceable to the extent permitted by law. 11.6 Availability of Funds. The obligations of the COUNTY under this Agreement are subject to the availability of funds lawfully appropriated for its purpose by the Board of County Commissioners of Indian River County. 2023015 Agreement - 9 47 11.7 No Pledge of Credit. The CONSULTANT shall not pledge the COUNTY's credit or make it a guarantor of payment or surety for any contract, debt, obligation, judgment, lien, or any form of indebtedness. 11.8 Survival. Except as otherwise expressly provided herein, each obligation In this Agreement to be performed by CONSULTANT shall survive the termination or expiration of this Agreement. 11.9 Construction. The headings of the sections of this Agreement are for the purpose of convenience only, and shall not be deemed to expand, limit, or modify the provisions contained in such sections. All pronouns and any variations thereof shall be deemed to refer to the masculine, feminine or neuter, singular or plural, as the identity of the parties or parties may require. The parties hereby acknowledge and agree that each was properly represented by counsel and this Agreement was negotiated and drafted at arm's-length so that the judicial rule of construction to the effect that a legal document shall be construed against the draftsperson shall be inapplicable to this Agreement. 11.10 Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed to be an original copy and all of which shall constitute but one and the same instrument. 11.11 Public Records Compliance Indian River County is a public agency subject to Chapter 119, Florida Statutes. The Consultant shall comply with Florida's Public Records Law. Specifically, the Consultant 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 Consultant or keep and maintain public records required by the County to perform the service. If the Consultant transfers all public records to the County upon completion of the contract, the Consultant 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 Consultant 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 CONSULTANT HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONSULTANT'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: (772) 226-1424 publicre cords (& ircgov. corn Indian River County Office of the County Attorney 2023015 Agreement -10 48 18012 Street Vero Beach, FL 3296o C. Failure of the Consultant to comply with these requirements shall be a material breach of this Agreement. 11.12 FLORIDA STATUTE 558 PURSUANT TO FLORIDA STATUTE § 558.035, AN INDIVIDUAL EMPLOYEE OR AGENT OF CONSULTANT MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE. 12. FEDERAL CLAUSES For any work requested that will be paid for 'in part or whole by federal funds, the following terms will apply: A. Contract Work Hours and Safety Standards: (1) The CONSULTANT or subcontractor shall maintain payrolls and basic payroll records during the course of the work and shall preserve them for a period of three years from the completion of the contract for all laborers and mechanics, including guards and watchmen, working on the contract. Such records shall contain the name and address of each such employee, social security number, correct classifications, hourly rates of wages paid, daily and weekly number of hours worked, deductions made, and actual wages paid. (2) Records to be maintained under this provision shall be made available by the CONSULTANT or subcontractor for inspection, copying, or transcription by authorized representatives of the Department of Homeland Security, the Federal Emergency Management Agency, and the Department of Labor, and the CONSULTANT or subcontractor will permit such representatives to interview employees during working hours on the job. B. Suspension and Debarment: (1) This contract is a covered transaction for purposes of 2 C.F.R. pt. 18o and 2 C.F.R. pt. 3000. As such the CONSULTANT is required to verify that none of the CONSULTANT, its principals (defined at 2 C.F.R. § 180.995), or its affiliates (defined at 2 C.F.R. § 180.905) are excluded (defined at 2 C.F.R. § 180.940) or disqualified (defined at 2 C.F.R. § 180.935)• (2) The CONSULTANT must comply with 2 C.F.R. pt. 18o, subpart C and 2 C.F.R. pt. 3000, subpart C and must include a requirement to comply with these regulations in any lower tier covered transaction it enters into. (3) This certification is a material representation of fact relied upon by OWNER. If it is later determined that the CONSULTANT did not comply with 2 C.F.R. pt. 18o, subpart C and 2 C.F.R. pt. 3000, subpart C, in addition to remedies available to OWNER, the Federal Government may pursue available remedies, including but not limited to suspension and/or debarment. (4) The bidder or proposer agrees to comply with the requirements of 2 C.F.R. pt. 18o, subpart C and 2 C.F.R. pt. 3000, subpart C while this offer is valid and throughout the period of any contract that may arise from this offer. The bidder or proposer further agrees to include a provision requiring such compliance in its lower tier covered transactions. C. Byrd Anti -Lobbying Amendment, 31 U.S.C. § 1352 (as amended): Contractors and Firms who apply or bid for an award of $1oo,000 or more shall file the required certification. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant, or any other award covered by 31 U.S.C. § 1352. Each tier shall also disclose any lobbying with non -Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the recipient 2023015 Agreement - ii 49 who in turn will forward the certification(s) to the awarding agency. D. Procurement of Recycled/Recovered Materials: (i) In the performance of this contract, the CONSULTANT shall make maximum use of products containing recovered materials that are EPA- designated PAdesignated items unless the product cannot be acquired—(i) Competitively within a timeframe providing for compliance with the contract performance schedule; (ii) Meeting contract performance requirements; or (iii) At a reasonable price. (2) Information about this requirement is available at EPA's Comprehensive Procurement Guidelines web site, https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg- program. (3) The CONSULTANT also agrees to comply with all other applicable requirements of Section 6o02 of the Solid Waste Disposal Act. E. Prohibition on Contracting for Covered Telecommunications Equipment or Services: (a) Definitions. As used in this clause, the terms backhaul; covered foreign country; covered telecommunications equipment or services; interconnection arrangements; roaming; substantial or essential component; and telecommunications equipment or services have the meaning as defined in FEMA Policy 405-143-1, Prohibitions on Expending FEMA Award Funds for Covered Telecommunications Equipment or Services (Interim), as used in this clause— (b) Prohibitions: (1) Section 889(b) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019, Pub. L. No. 115-232, and 2 C.F.R. § 200.216 prohibit the head of an executive agency on or after Aug.13, 2020, from obligating or expending grant, cooperative agreement, loan, or loan guarantee funds on certain telecommunications products or from certain entities for national security reasons. (2) Unless an exception in paragraph (c) of this clause applies, the CONSULTANT and its subcontractors may not use grant, cooperative agreement, loan, or loan guarantee funds from the Federal Emergency Management Agency to: (i) Procure or obtain any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology of any system; (ii) Enter into, extend, or renew a contract to procure or obtain any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology of any system; (iii) Enter into, extend, or renew contracts with entities that use covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system; or (iv) Provide, as part of its performance of this contract, subcontract, or other contractual instrument, any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. (c) Exceptions. (1) This clause does not prohibit CONSULTANTS from providing— (i) A service that connects to the facilities of a third -party, such as backhaul, roaming, or interconnection arrangements; or (ii) Telecommunications equipment that cannot route or redirect user data traffic or permit visibility into any user data or packets that such equipment transmits or otherwise handles. (2) By necessary implication and regulation, the prohibitions also do not apply to: (i) Covered telecommunications equipment or services that: i. Are not used as a substantial or essential component of any system; and ii. Are not used as critical technology of any system. (ii) Other telecommunications equipment or services that are not considered covered telecommunications equipment or services. (d) Reporting requirement. (1) In the event the CONSULTANT identifies covered telecommunications equipment or services used as a substantial or essential component of any system, or as critical technology as part of any system, during contract performance, or the contractor is notified of such by a subcontractor at any tier or by any other source, the CONSULTANT shall report the information in paragraph (d)(2) of this clause to the recipient or subrecipient, unless elsewhere in this contract are established procedures for reporting the information.(2) The CONSULTANT shall report the following information pursuant to paragraph (d)(1) of this clause: (i) Within one business day from the date of such identification or notification: The contract number; the order number(s), if applicable; supplier name; supplier unique entity identifier (if known); 2023015 Agreement - 12 50 supplier Commercial and Government Entity (CAGE) code (if known); brand; model number (original equipment manufacturer number, manufacturer part number, or wholesaler number); item description; and any readily available information about mitigation actions undertaken or recommended. (ii) Within 10 business days of submitting the information in paragraph (d)(2)(i) of this clause: Any further available information about mitigation actions undertaken or recommended. In addition, the CONSULTANT shall describe the efforts it undertook to prevent use or submission of covered telecommunications equipment or services, and any additional efforts that will be incorporated to prevent future use or submission of covered telecommunications equipment or services. (e) Subcontracts. The CONSULTANT shall insert the substance of this clause, including this paragraph (e), in all subcontracts and other contractual instruments. F. Domestic Preference for Procurements: As appropriate, and to the extent consistent with law, the CONSULTANT should, to the greatest extent practicable, provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States. This includes, but is not limited to iron, aluminum, steel, cement, and other manufactured products. For purposes of this clause: Produced in the United States means, for iron and steel products, that all manufacturing processes, from the initial melting stage through the application of coatings, occurred in the United States. Manufactured products mean items and construction materials composed in whole or in part of non-ferrous metals such as aluminum; plastics and polymer -based products such as polyvinyl chloride pipe; aggregates such as concrete; glass, including optical fiber; and lumber. G. Access to Records: The following access to records requirements apply to this contract: (i) The CONSULTANT agrees to provide OWNER, the State of Florida, the FEMA Administrator, the Comptroller General of the United States, or any of their authorized representatives access to any books, documents, papers, and records of the CONSULTANT which are directly pertinent to this contract for the purposes of making audits, examinations, excerpts, and transcriptions. (2) The CONSULTANT agrees to permit any of the foregoing parties to reproduce by any means whatsoever or to copy excerpts and transcriptions as reasonably needed. (3) The CONSULTANT agrees to provide the FEMA Administrator or his authorized representatives access to documents pertaining to the work being completed under the contract. (4) In compliance with section 1225 of the Disaster Recovery Act of 2018, the OWNER and the CONSULTANT acknowledge and agree that no language in this contract is intended to prohibit audits or internal reviews by the FEMA Administrator or the Comptroller General of the United States. H.DHS Seal, Logo, and Flags: The CONSULTANT shall not use the DHS seal(s), logos, crests, or reproductions of flags or likenesses of DHS agency officials without specific FEMA pre -approval. The CONSULTANT shall include this provision in any subcontracts. I. Compliance with Federal Law, Regulations, and Executive Orders: This is an acknowledgement that FEMA financial assistance will be used to fund all or a portion of the contract. The CONSULTANT will comply will all applicable Federal law, regulations, executive orders, and FEMA policies, procedures, and directives. J. No Obligation by Federal Government: The Federal Government is not a party to this contract and is not subject to any obligations or liabilities to the non -Federal entity, CONSULTANT, or any other party pertaining to any matter resulting from the contract. K. Program Fraud and False or Fraudulent Statements or Related Acts: The CONSULTANT acknowledges that 31 U.S.C. Chap. 38 (Administrative Remedies for False Claims and Statements) applies to its actions pertaining to the contract. L. Affirmative Steps: If subcontracts are to be let, the prime CONSULTANT is required to take all necessary steps identified in 2 C.F.R. § 200.321(b)(1)-(5) to ensure that small and minority businesses, women's business enterprises, and labor surplus area firms are used when possible. 2023015 Agreement -13 51 M. License and Delivery of Works Subject to Copyright and Data Rights: The CONSULTANT grants to the Owner a paid-up, royalty -free, nonexclusive, irrevocable, worldwide license in data first produced in the performance of this contract to reproduce, publish, or otherwise use, including prepare derivative works, distribute copies to the public, and perform publicly and display publicly such data. For data required by the contract but not first produced in the performance of this contract, the CONSULTANT will identify such data and grant to the Owner or acquires on its behalf a license of the same scope as for data first produced in the performance of this contract. Data, as used herein, shall include any work subject to copyright under 17 U.S.C. § 102, for example, any written reports or literary works, software and/or source code, music, choreography, pictures or images, graphics, sculptures, videos, motion pictures or other audiovisual works, sound and/or video recordings, and architectural works. Upon or before the completion of this contract, the CONSULTANT will deliver to the Owner data first produced in the performance of this contract and data required by the contract but not first produced in the performance of this contract in formats acceptable by the Owner. IN WITNESS WHEREOF the parties hereto have executed this Agreement as of the date first written above. Consultant: INDIAN RIVER COUNTY By its Board of County Commissioners By Name Date Witness: By Printed Name By Joseph H. Earman, Chairman Date Approved by BCC: Attest: Jeffrey R. Smith, Clerk of Court And Comptroller By Deputy Clerk Approved: John A. Titkanich, Jr., County Administrator Approved as to form and legal sufficiency: Dylan Reingold, County Attorney 2023015 Agreement -14 52 Exhibit 1 — Approved Disciplines by Consultant 2023015 Agreement -15 53 Environmental Infrastructure Site/ Civil Utilities A tim Environmental & Infrastructure, LLC Arcadis U.S., Inc. �I Atkins North America, Inc. Bowman Consulting Group, Ltd. �J Carter Associates, Inc. �I CDM Smith, Inc. CHA Consulting, Inc. Coastal Technology Corporation Coastal Waterways Design and Engineering LLC Consor Engineers, LLC Dredging & Marine Consultants, LLC Environmental Science Associates EXP US Services, Inc. �1 - Geos ntec Consultants, Inc. Johnson, Mirmiran & Thompson, Inc. Jones, Edmunds, Associates, Inc. Kimle -Horn and Associates, Inc. Masteller & Moler, Inc. MBV Engineering, Inc. Metric Engineering, Inc. OCI Associates, Inc. Rummel, Klepper & Kahl, LLP Schulke, Bittle & Stoddard, LLC, Tetra Tech, Inc. �I TLC Engineering Solutions V&A Consulting Engineers, Inc. �l 2023015 Agreement -15 53 Exhibit 2 — Standard Rates 2023015 AgeCIIIent -16 This Work Order Number _ is entered into as of this _ day of pursuant to that certain Continuing Contract Agreement, dated May 2, 2023 (referred to as the "Agreement"), by and between INDIAN RIVER COUNTY, a political subdivision of the State of Florida ("COUNTY") and ("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 mutually agreed upon lump sum or maximum amount not -to -exceed professional fee. Any additional costs must be approved in writing, and at a rate not to exceed the prices set forth in Exhibit B (Rate Schedule) of the Agreement, made a part hereof by this reference. The Consultant will perform the professional services within the timeframe more particularly set forth in Exhibit A (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 OF INDIAN RIVER COUNTY By: Print Name: Title: By: Joseph H. Earman, Chairman BCC Approval Date: Attest: Jeffrey R. Smith, Clerk of Court and Comptroller By: LM Deputy Clerk John A. Titkanich, Jr., County Administrator Approved as to form and legal sufficiency: Dylan T. Reingold, County Attorney 55 WORK ORDER This Work Order Number _ is entered into as of this _ day of , pursuant to that certain Continuing Contract Agreement, dated May 2, 2023, ("Agreement"), by and between INDIAN RIVER COUNTY, a political subdivision of the State of Florida ("COUNTY") and ("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 mutually agreed upon lump sum or maximum amount not -to -exceed professional fee. Any additional costs must be approved in writing, and at a rate not to exceed the prices set forth in Exhibit B (Rate Schedule) of the Agreement, made a part hereof by this reference. The Consultant will perform the professional services within the timeframe more particularly set forth in Exhibit A (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 OF INDIAN RIVER COUNTY M Print Name: Title: 0-3 John A. Titkanich, Jr., County Administrator Approved as to form and legal sufficiency: Dylan T. Reingold, County Attorney Purchasing Approval: Department Head Approval: For work under $35,000 only GL# 56 I. I" APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 1 Schedule of Rate Values for RFQ 2023015 A P T I M Continuing Consulting Engineering Services Exhibit 2 PERSONNEL CLASSIFICATION Rate Expert Witness (Testimony).......................................................................... $355.00/hour Principal Engineer........................................................................................... $305.00/hour Program Director..................................................................... $290.00/hour Program Manager........................................................................................... $270.00/hour Senior Project Manager................................................................................... $285.00/hour Project Manager............................................................................................. $190.00/hour Senior Coastal Engineer................................................................................. $235.00/hour Coastal Engineer III....................................................................................... $195.00/hour Coastal Engineer II........................................................................................ $145.00/hour Coastal Engineer I.......................................................................................... $110.00/hour Coastal Modeler II.......................................................................................... $135.00/hour Coastal Modeler I............................................................................................ $110.00/hour Professional Geologist................................................................. $160.00/hour Geologist III.............................................................................. $135.00/hour GeologistII.................................................................................................... $110.00/hour GeologistI........................................................................................................ $90.00/hour Senior Marine Biologist................................................................................. $165.00/hour Marine Biologist II......................................................................................... $110.00/hour Marine Biologist I........................................................................................... $90.00/hour Professional Surveyor & Mapper.................................................................... $205.00/hour Hydrographer.......................................................................... $135.00/hour Surveyor.......................................................................................................... $100.00/hour Survey Technician ............................................................................................ $85.00/hour SeniorCAD Operator..................................................................................... $165.00/hour CADOperator................................................................................................ $110.00/hour GISOperator.................................................................................................. $130.00/hour BoatCaptain..................................................................................................... $85.00/hour Bookkeeper...................................................................................................... $95.00/hour Clerical............................................................................................................. $95.00/hour Technician........................................................................................................ $75.00/hour EQUIPMENT Rate Truck (2WD road use).................................................................. $0.565/mile Truck (4WD beach use).................................................................................... $110.00/day Survey Boat (28 ft. Parker)............................................................................ $1,250.00/day Survey Boat (24 ft. Privateer).......................................................................... $890.00/day SurveySea Sled................................................................................................ $310.00/day All -Terrain Vehicle.......................................................................................... $105.00/day Enclosed 18" Trailer........................................................................................... $78.00/day 57 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC At Schedule of Rate Values for RFQ 2023015 q P T I M Continuing Consulting Engineering Services Exhibit 2 (continued) TrimbleRTK GPS............................................................................................ $495.00/day Trimble Differential GPS.................................................................................. $415.00/day Terrestrial Laser Scanner.................................................................................. $500.00/day Unmanned Aircraft System (Drone)................................................................. $350.00/day Leitz Total Station w/Data Collector................................................................ $130.00/day Hand Laser Range Finder................................................................ $1 . 5 00/day Range Azimuth System..................................................................................... $310.00/day Odom Hydrotrack Sounder.............................................................................. $165.00/day Heave, Pitch, Roll Compensator...................................................................... $215.00/day Odom ES3PT Multibeam............................................................... 600.00/day Speed of Sound Velocity Meter.......................................................................... $63.00/day Hypack/DredgePack Navigation System.......................................................... $260.00/day Hypack/Hysweep......................................................................... $260.00/day Nortek AWAC ADCP high frequency deepwater wave height, direction and current profiler ................................................................................................................ $5,000.00/month * Nortek Aquadopp ADCP low frequency shallow water wave height, direction and current profiler.................................................................................................... $2,900.00/month * Nortek Storm Software for wave and current data processing ........................... $50.00/day Primer statistical package................................................................. $200/project X -STAR CHIRP 512i Seismic Profiling System .......................................... $1,150.00/day Seismic Profiler Thermal Printer...................................................................... $130.00/day Sonar Wizard Map Seismic Data Processing Package ..................................... $155.00/day EdgeTech 4200 FS Sidescan Sonar System ...................................................... $695.00/day Sonar Wizard Map Sidescan Data Processing Package .................................... $155.00/day Geometric G-881 Magnetometer...................................................................... $215.00/day Schonstedt GA -52B Magnetic Locator............................................................... $30.00/day Jet Probe with Pump........................................................................................... $55.00/day Underwater Tide Gauge.................................................................................... $175.00/day Nikon Level/Tripod/Rod.................................................................................... $65.00/day PC PowerPoint Projector.................................................................................... $50.00/day Lietz Handheld Level......................................................................................... $10.00/day Optical Reading Compass.................................................................................. $10.00/day GarminHandheld GPS....................................................................................... $10.00/day Turbidimeter.................................................................................. . $38 00/day SCUBATanks (Nitrox)...................................................................................... $19.00/day DigitalCamera.................................................................................................... $10.00/day Underwater Camera........................................................................................... $32.00/day Underwater Camera W/Strobes........................................................... $75 00/day Underwater Seadrop Integrated Camera ................................................ $30.00/day Underwater Video Camera............................................................................... $115.00/day GPS Integrated Underwater Video Camera .......................................................$435.00/day 58 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC Schedule of Rate Values for RFQ 2023015 Continuing Consulting Engineering Services Exhibit 2 (continued) Underwater Scooter ................................................ Sieve Analysis......................................................... Carbonate Analysis ................................................. Monuments SurveyDisk.......................................................................... DrySuit................................................................................ PonarSampler...................................................................... Microscopes......................................................................... MobileTelephone................................................................. Penetrometer........................................................................ Generator............................................................. )>v APTIM .............................. $50.00/day ........................ $75.00/sample ........................ $65.00/sample ............................ $28.00/each ............................ $15.00/each .............................. $15.00/day .............................. $30.00/day .............................. $20.00/day .............................. $10.00/day .............................. $55.00/day ....................... $60.00/day * ADCP monthly cost may be pro -rated for shorter periods of use M. SCUBA DIVING SERVICES Rate Equipment & Insurance............................................................................. $75/diver/day ** ** Charge in addition to normal hourly rates for personnel listed on Page 1. IV. NUMERICAL MODELS Rate ADCIRC Tidal Circulation Model ................................................ $1,000/project BOUSS 2D WAVE - Wave Refraction/Diffraction Model .................... $1,000/project MIKE21- NSW Spectral Wave Transformation Model ........................ $2,000/project MIKE21- HD 2D Current Simulation Model ................................... $2,000/project MIKE21- ST 2D Sediment Transport Model .................................... $2,000/project DELFT 3D WAVE - SWAN Wave Refraction/Diffraction Model.......... $1,000/project DELFT 3D FLOW - 2D Hydrodynamic Model ................................. $2,200/project DELFT 3D MORPHO - Morphodynamic Model ............................. $3,000/project DELFT 3D WAQ — Water Quality Model ....................................... $2,000/project 59 Jennifer Hyde, NIGP-CPP, CPPO Purchasing Manager Indian River County 1800 271h Street Vero Beach, FL 32960 Arcadis U.S.,'Inc. 4300 W Cypress Street Suite 450 Tampa Florida 33607 Phone: 813 903 3100 Fax: 813 350 9046 www.arcadis.com FL Engineering License #7917 FL Geology License #GB564 FL Surveying License #LB7062 . _.. i Atkins North America, Inc. 482 South Keller Road, Orlando, Florida 32810-6101 Telephone: +1.407.647.7275 www.atkinsglobal.com/northamerica Subject: Indian River County Continuing Engineering Services RFQ 2023015 As requested, the following is our information regarding proposed hourly rates for the subject contract. These hourly billing rates will remain effective for the initial duration of this Agreement, and may be renegotiated should an additional renewal period be exercised. Labor Category * Proposed Billing Rate Sr. Project Manager $260.00 Project Manager $226.00 Principal Technical Professsional $290.00 Sr Engineer IV $260.00 Sr Engineer III $208.00 Sr Engineer II $178.00 Sr Engineer 1 $154.00 Engineer II $131.00 Engineer 1 $125.00 Engineer Intern $95.00 Chief Designer $196.00 Sr Designer II $166.00 Sr Designer 1 $154.00 CAD Technician II $113.00 Sr. GIS Analyst 111 $172.00 GIS Analyst $143.00 Sr. Landscape Architect IV $238.00 Sr. Landscape Architect III $172.00 Landscape Architect 1 $83.00 Construction Estimation/Scheduling $184.00 Chief Scientist $249.00 Sr. Scientist II $184.00 Sr. Scientist 1 $148.00 Scientist II $113.00 Scientist I $101.00 Administrative Assistant $95.00 1' Representative titles only - not intended to capture all titles necessary for assignments. Matthew Taylor, PE; Vice President Printed Name and Title SiAnatu Date: 21 -Apr -23 61 BOWMAN CONSULTING GROUP LTD. SCHEDULE A - FEES FOR REPROGRAPHIC, DELIVERY, TRAVEL AND OTHER SERVICES January 2023 Reprographic Services B&W Photo Copies $0.35/sf, or $0.23 for 8-1/2" x11" sheet Color Photo Copies $0.50/sf, or $0.32 for 8-1/2" x11" sheet Printing (bond) $0.35/sf, or $2.10 for 24" x 36" sheet Printing (mylar) $3.00/sf, or $18.00 for 24" x 36" sheet Binding, Mounting and Folding of plan sets, reports, or drawings will be invoiced at our standard hourly rates. Copying of Plans that have been archived in storage is subject to a minimum archive retrieval fee of $50 plus applicable reprographic fees above. Delivery Services In-house delivery services are invoiced at $2.00 per mile (one way) and subject to a minimum $20.00 charge for standard delivery during normal business hours. Rush services and times outside normal business hours are subject to a minimum $20.00 surcharge. Outsourced courier services (i.e. Federal Express, DHL, etc.) are invoiced at cost plus 15%. Travel Mileage for employee travel by car to facilitate the project, including travel to the project site and for meetings with the client, project team, contractors, or governmental agencies, will be invoiced at the current IRS standard mileage rate. Airfare and/or lodging to facilitate the project will be coordinated with the client in advance and will be invoiced at cost plus 15%. Miscellaneous Other costs associated with sub -consultants, specialty equipment, laboratory testing, field testing, tolls, parking or other miscellaneous items will be invoiced at cost plus 15%. Initials: Bowman / Client 62 BOWMAN CONSULTING GROUP LTD. SCHEDULE B - HOURLY RATE January 2023 CLASSIFICATION Principal Department Executive Senior Project Manager Project Manager Project Coordinator Senior Surveyor Engineer I 1111111 Planner I 1 II III Designer I 1 II 1 III CADD Drafter I 1111111 Construction Inspector Landscape Architect I 1 II III GIS Developer I 1 II 1 III Right of Way Specialist I 111 III Survey Technician I 111 III Project Surveyor Survey Field Crew - 1 Man Survey Field Crew - 2 Man Survey Field Crew - 3 Man 3D Scanning Crew Survey Field Technician 3D/UAV Modeling Technician UAV Operation SUE Field Crew - 1 Man SUE Field Crew - 2 Man SUE Field Crew - 3 Man SUE Field Crew - 4 Man SUE Utility Coordinator SUE Technician I 1 II 1 III Machine Control Technician Administrative Professional Table 1812018 - DEFAULT 2023 Florida/Georgia HOURLY RATES` $305.00/HR $245.00/HR $225.00/HR $190.00/H R $110.00/HR $225.00/HR $120.00/HR I $130.00/HR $150.00/HR $120.00/1 -IR I $135.00/HR I $175.00/HR $120.00/HR I $130.00/HR I $140.00/HR $ 85.00/HR 1 $110.00/1 -IR I $115.00/1 -IR $110.00/HR $120.00/HR I $135.00/HR ( $175.00/HR $125.00/HR I $165.00/HR I $195.00/HR $ 96.00/HR I $115.00/HR I $137.00/HR $100.00/HR I $120.00/HR I $140.00/1 -IR $180.00/H R $145.00/HR $185.00/HR $235.00/HR $270.00/HR $ 90.00/HR $170.00/HR $300.00/HR $145.00/H R $190.00/HR $250.00/H R $285.00/H R $175.00/HR $100.00/HR $120.00/HR $145.00/HR ,, $155.00/HR $ 90.00/HR Initials: Bowman / Client I. - 63 ;I CARTER ASSOCIATES, INC. CONTINUING ENGINEERING SERVICES FOR INDIAN RIVER COUNTY MAY 2, 2023 TO MAY 1, 2026 RATE SCHEDULE Staff Tvve: Hourly Rates Engineer (Principal) $195.00 Engineer I $175.00 Engineer 11 $160.00 Engineer III $140.00 Engineer IV $130.00 Engineer V $115.00 CAD/GIS Tech I $130.00 CAD/GIS Tech II $125.00 CAD/GIS Tech III $120.00 CAD/GIS Tech IV $110.00 CAD/GIS Tech V $100.00 Administrative Staff $ 75.00 Inspector $ 85.00 REIMBURSABLE EXPENSES: Postage, Express Mail, etc. Blueprints/Blackline (24" x 36") Color Prints (24"x36) Mileage Photocopies: 8.5" x 11" 8.5" x 14" 11" x 17" Cost $2.20/Each $5.50/Each IRS Standard Rate 16¢/Each 27¢/Each 38¢/Each Note: These hourly billing rates will remain effective for the initial duration of this Agreement, and may be renegotiated should an additional renewal period be exercised. JARate SchedulesllRC Engineering 2023-2026.doc Page 1 of 1 64 Coastal Waterways Design & Engineering LLC REIMBURSABLE EXPENSES DIRECT REIMBURSABLE EXPENSES Plotting/Reproduction Cost x 1.1 Copies - Cost Per Sheet (8.5x11 equivalent) $0.22 Mileage - Cost Per IRS Standard Mileage Rate Other Project Related Expenses Cost x 1.1 65 RATE SCHEDULE TITLE HOURLY RATE Principal Coastal Engineer $224 Senior Coastal Engineer $178 Project Manager $162 Coastal Engineer 1 $139 Senior Designer $126 Coastal Engineer II $112 Senior GIS Specialist $112 Designer $108 Senior Technician $97 Engineering Technician $92 Inspector $84 Drafting/Designer - CAD $73 Clerical/Administrative $73 REIMBURSABLE EXPENSES DIRECT REIMBURSABLE EXPENSES Plotting/Reproduction Cost x 1.1 Copies - Cost Per Sheet (8.5x11 equivalent) $0.22 Mileage - Cost Per IRS Standard Mileage Rate Other Project Related Expenses Cost x 1.1 65 Continuing Consulting Engineering Services (RFQ 2023015) Consor Engineers, LLC Rate Table Standard Rates PERSONNEL PER HOUR RATE Design Personnel Principal/ Officer $ 419.71 Chief Engineer $ 314.99 Senior Project Manager $ 279.41 Project Manager $ 251.90 Senior Engineer $ 239.27 Project Engineer $ 188.92 Senior Designer/CADD Tech $ 125.75 Engineer -in -training $ 130.80 CADD Technician $ 110.66 Admin/Clerical $ 83.08 Structural Assessment Personnel Inspector/Tender $ 88.18 Assistant Inspector/ Dive Inspector $ 70.17 Team Leader $ 186.13 Dive Supervisor $ 134.12 Admin/ Clerical $ 80.25 CEI Personnel CEI Principal $ 419.71 CEI Senior Project Engineers $ 289.78 CEI Project Administrator $ 205.23 CEI Asst. Project Administrators $ 173.63 CEI Senior Inspector $ 126.79 CEI Inspector $ 93.25 CEI Contract Support Specialist $ 140.59 CEI Admin/Clerical $ 83.08 66 Project Staff Hourly Rate Principal/Senior Manager ................. ....... . .............. ....$165.00 Principal Engineer & Scientist ................... :::.............. :;..$155.00 Project Manager ......................... ::..:....... ...........: :...::..........:.....:..::..........:............$130.00 Senior Professional...............:.:....:.::......................................................................$120.00 Engineering Professional .................. ............................... .......:...::..:: .$110.00 Environmental Professional .............. ............................ ..............: :...$ 95.00 Support Technical Engineering/Environmental Professional .............::.,.;::::::..........$ 75.00 Technical Support Staff CADDTechnician.............::................:.:.............................::.........................$80.00 Grants Management.....:.............................::..::................:. .......$65.00 Administrative /Accounting .............................................................. .........$55.00 Construction Inspection / Administration Construction Manager...............................:::::.:...:.............:...::. . :.::..:...:............:..... $120.00 Senior Resident Inspector ........................... ........................... ......................$ 80.00 Environmental/Construction Inspector..................................I...........0 ...$ 75.00 Field Technician ....................................... .............::.::....... $ 65.00 Equipment Expenses Jon Boat (per day) ......................................... ................. ...... ......:a .At Cost Turbidity Meter/Standards (per day) ................................ .. ..... ......:$100.00 Sediment Sampler (per day)..............................................,.:.:.......................;......$100.00 Subcontractor and Reimbursable Expenses ................... At Cost "Mediation, Deposition, Court Appearance (min. 4 hrs + Expenses) ........ 1.5 x Hourly Rate Schedule of Billing Rates Architectural and Engineering Services EXP U.S. Services, Inc. Expires May 1, 2026 Hourly Rate per Classification Classification Project Manager (PM) $ 358.70 Professional Engineer II (PE2) $ 257.73 Professional Engineer I (PE1) $ 219.51 Engineer (E) $ 189.54 Engineering Technician II (ET2) $ 136.75 Engineering Technician I (ET1) $ 102.94 Planner (PL) $ 153.32 GIS Specialist II (GIS2) $ 128.93 GIS Specialist I (GIS1) $ 124.18 Administrative (Admin) $ 113.37 Reimbursable Expenses: Special consultant costs, auto usage, travel, outside duplication/blue prints/photo/film, out-of-pocket monies, and other reasonably identifiable costs. 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Project Officer / Senior Consultant $ 295 Senior Project Manager $ 275 Project Manager $ 220 Chief Engineer or Scientist $ 290 Senior Engineer $ 285 Senior Scientist $ 205 Project Engineer $ 220 Project Scientist $ 180 Engineer or Scientist $ 160 Engineer Intern (PhD) $ 145 Engineer Intern or Associate Scientist $ 135 Designer $ 140 Senior CADD Designer $ 145 CADD Designer $ 140 Senior CADD Technician $ 120 CADD Technician $ 105 Systems Analyst $ 210 Senior GIS Analyst or Senior GIS Programmer $ 160 GIS Analyst or Programmer $ 125 Senior GIS Technician $ 105 GIS Technician $ 95 Senior Database Administrator $ 195 Database Administrator $ 175 Environmental Data Analyst $ 110 Senior Field Technician Environmental $ 125 Field Technician Environmental $ 110 Senior Construction Administrator $ 190 Construction Administrator $ 170 Senior Field Representative Construction $ 140 Field Representative Construction $ 120 Construction Project Coordinator $ 95 Senior Administrative Assistant $ 125 Administrative Assistant $ 95 Senior Technical Editor $ 165 Travel - Company Vehicle - $0.65/mile plus 15% Travel - Personal Vehicle - IRS Standard Mileage Rate plus 15% Subconsultants - Cost plus 15% Deposition and expert witness testimony services - Professional consulting services for expert witness testimony for depositions, trial, or hearings shall be charged at 2X the applicable rate contained in the fee schedule for time spent providing such testimony plus reasonable expenses. Any time spent in preparation for such testimony will be billed at the standard hourly rate. Exhibit 2 - Standard Rates CONSULTANT: Employee Category Principal of Firm / P.E. / P.S.M. Professional Engineer (PE) Project Manager/Project Engineer Survey Field Coordinator Survey Field Crew Masteller & Moller. I Project Field Representation (Inspector) Project Designer / CAD Designer Administrative Reimbursables Hourly Billing Rate $ 205.00/hr. $ 175.00/h r. $ 145.00/h r. $ 145.00/h r. $ 175.00/h r. $ 105.00/h r. $ 115.00/h r. $ 85.00/hr. Materials Cost Sub -Consultants Cost + 15% Recording & Permit Fees Cost Reimbursable Expenses: Postage, UPS, FedEx, etc. Cost CD / USB Flash Drive Blueprints (24" x 36) Photocopy (8.5" x 11") Photocopy (8.5" x 14") Photocopy (11" x 17") $ 10.00 / ea. $0.333/SF=2.00ea. $ 0.25 / ea. $ 0.35 / ea. $ 0.50 / ea. 71 Exhibit 2 - Standard W'MRVA� XK ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES www.mbveng.com CA #3728 April 19, 2023 Ms. Jennifer Hyde Indian River County Purchasing 1$00 2r Street Veto $each, FL 32960 Subject: Indian River County Continuing Consulting Contract (RFQ 20M1 -S) Consulting Engineering Services - Initial Agreement f Dear Ms. Hyde: Our firms current hourly billing rates are as follows: EnWneering Fees: Principal $240 / Hour:: Tech. Designer $155 t FIM - Expert witness $3601 Hour ; T4Ch $1401 Her Sr. Engineer R $210 / Hour k Teebmician.. $11,01-Hour- 11.01 Jnr.Sr. Sr.Engineer I $185 / Hour Inspector $140 / Hour Jr. Engineer $160 / Hour Administrative Ii $ 95 / Hour Sr. Planner $185 / Hour Administrative I ' '751+' Hour Project Manager $185 /Hour Subconsultant Management Fee 10% Should you have any questions regarding the above subject, please feel free so wntact our office at any time. �i�erely, Aaron Bowles, P.E. . Senior Vice President AJB/j eh 1835 2ft 'Sired 12 0 tau EaNie �Ivd., Unit H 806 Delaware Avenue Vero $each FL 32960 Melbourne, FL 32935 Ft. Pierce, FL 3495.0 772-56'9.0355.10 772.468.9055 Fax 772.718,317 Fac 313;tf9i i Fax:772J78.3617 72 Exhibit 2 - Standard Rates Metric Engineering, Inc. Loaded Rates Labor Overhead Rate FCCM Operating Margin Direct Expense Total Multiplier 100.00% 212.35% 0.239% 36.000% 5.05% 353.64% CLASSIFICATION AVG RAW RATE Project Manager 2 85.34 Chief Engineer 2 80.00 Senior Engineer 1 93.23 C....;...,.,. 1 7:) G7 LOADED BILLABLE RATE 301.80 282.91 .329.70 260.53 162.53 102.91 109.46 193.94 168.54 136.15 143.15 73 Exhibit 2 — Standard Rates OCI ASSOCIATES, INC. 2023 HOURLY RATES CLASSIFICATION Principal Registered Professional Engineer Senior Project Manager Senior Project Engineer IT l AV Systems Design Engineering Lighting Design Engineering Project Engineer Senior Designer Designer CAD Operator Clerical i f E HOURLY RATE $210.00/hour $195.00/hour $170.001hour $170.00/hour $160.00/hour $160.00/hour $135.00/hour $110.00/hour $ 90.00/hour $ 80.00/hour $ 70.00/hour E Exhibit 2 - Standard Rates RM Labor Rates by Classification Classification 2023 Labor Rates CADD Coordinator $101.32 CADD Operator $73.72 Construction Manager $143.61 Director $310.54 Engineer $105.45 Engineer 1 $109.73 Engineer II $115.33 Environmental Inspector $131.13 Executive Director $356.25 Field Engineer 1 $96.90 Field Engineer II $106.88 Inspector $70.75 Practice Development Leader $228.80 Practice Development Manager $239.86 Project Delivery Leader $249.01 Project Designer 1 $122.61 Project Designer II $167.41 Project Designer III $123.98 Project Engineer $149.34 Project Engineer 1 $139.05 Project Engineer II $150.27 Project Engineer III $149.88 Project Manager $184.95 Senior Inspector $120.27 Senior Project Delivery Leader $281.65 Senior Project Engineer $167.84 Technical Leader $270.38 Technical Manager $214.50 75 Exhibit 2 - Standard Rates Schulke, Bittle & Stoddard, LLC Rate Schedule Personnel Hourly Rate Principal $250.00 Project Manager/Engineer $175.00 Design Tech $135.00 Construction Manager $ 95.00 Draftsman $ 95.00 Inspector $ 85.00 Clerical $ 65.00 76 Exhibit 2 - Standard Rates SOLUTIONS TLC Standard Hourly Rates Professional Engineering Services TLC Engineering Solutions, Inc. BILLING FACTOR DESIGNATION 6 Director 5 Senior Engineer, Manager 4 Project Engineer, Manager 3 Engineer, Specialist 2 Graduate Engineer, Designer, Administrative Secretary 1 Technician, Secretary, Intern, Clerical BILLING RATES $ 230 $ 190 $ 155 $ 125 $ 100 $ 75 `Id 8600 Hidden f3"r Suite $50 y 4 Tamex M-1 WITS] P us TIME re WV 2 Position Rat rinci pa l -i n -Charge $270 °`; �, _ (PIC) eniorPrgectManager $250 3 roject iVtanager $225 " x Senior Project Engineer $225 enior Professional Land Surveyor $220 "Project Engineer $180 Associate Engineer (FE) $150 raduate Engineer $125 CADD Designer $125 Engineering Associate $115 " Inspector $115 enior Technician $110 i Surveyor Manager $120 i E. Survey Crew (2 Man) $215` " Technician $95 s Project Admin/Clerical er D irect Costs; consultant Cost +10 A. Sample Analysis: Cost + 10%' a � d: 1 k "rot Auto/Truck Mileage: @Federal Rate is r=u Field Truck: $100/Day nfined Space Entry Truck and Safety Equipment: $150/Day Reproduction, Printing, Shipping: @ g, Cost I �.ft INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: John A. Titkanich, Jr. County Administrator THROUGH: Andrew Sobczak Interim Community Development Director Brian Freeman, AICP MPO Staff Director FROM: Jim Mann, MPA MPO Senior Planner DATE: April 26, 2023 SUBJECT: Resolution of Support for 43rd Avenue Sidewalk Project It is requested that the information presented herein be given formal consideration by the Board of County Commissioners at its regular meeting of May 2, 2023. DESCRIPTION, CONDITIONS, AND ANALYSIS The Community Development Department is requesting an approved Resolution of Support for the 43rd Avenue Sidewalk project. This resolution will be included for the 2023 Transportation Alternatives Program (TAP) grant application submitted to the Florida Department of Transportation (FDOT). The project will consist of the construction of a new 6' wide concrete sidewalk along the east and west side of 43rd Avenue from 45th Street to 49th Street. It will also replace the existing narrower sidewalks within the same corridor. The project will also consist of pedestrian crossing improvements at the 43rd Avenue and 45th Street intersection and the 43rd Avenue and 49th Street intersection, drainage improvements, earthwork, maintenance of traffic, erosion control and pavement markings. On February 8, 2023, the Indian River County Metropolitan Planning Organization (MPO), approved the 43rd Avenue sidewalk project as the Transportation Alternatives project in the draft List of Priority Projects (LOPP) to be submitted to FDOT. C:\Granicus\Legistar5\L5\Temp\clfe1560-430c-44da-983c-b20427f7adde.docx 79 FUNDING The improvements will be built within the Indian River County right-of-way of 43rd Avenue between 45th Street and 49th Street and funded by the Florida Department of Transportation to Indian River County through the Transportation Alternatives Program. RECOMMENDATION Staff recommends that the Board of County Commissioners approve the Resolution of Support and direct staff to submit to FDOT. ATTACHMENTS 1. Draft Resolution Location Map 80 RESOLUTION 2023 - RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, SUPPORTING THE CONSTRUCTION OF NEW SIDEWALKS AND RECONSTRUCTION OF EXISTING SIDEWALKS ALONG 43RD AVENUE FROM 45TH STREET TO 49TH STREET FOR THE 2023 TRANSPORTATION ALTERNATIVES PROGRAM (TAP) APPLICATION FOR THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) WHEREAS, the sidewalk construction and reconstruction along 43rd Avenue from 45th Street to 491h Street is an Indian River County priority project; and WHEREAS, on February 8, 2023, the Indian River County Metropolitan Planning Organization (MPO) Board approved this project as the applicable Transportation Alternatives Program (TAP) project on their List of Priority Projects (LOPP); and WHEREAS, the State of Florida, Department of Transportation has requested Indian River County submit to the State of Florida, Department of Transportation, this Resolution of Support for the 2023 TAP application; and WHEREAS, the improvements of the project are located within Indian River County right-of- way of 43rd Avenue. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA: 1. That the Chairman of the Board is hereby authorized to sign and submit to the State of Florida, Department of Transportation, a Resolution of Support for the 43rd Avenue sidewalk project. 2. That maintenance of improvements that are constructed will be maintained by Indian River County once completed. The foregoing resolution was offered by Commissioner who moved its adoption. The motion was seconded by Commissioner and, upon being put to a vote, the vote was as follows: Chairman Joseph H. Earman Vice Chairman Susan Adams Commissioner Joseph E. Flescher Commissioner Deryl Loar Commissioner Laura Moss Page 1 of 2 81 RESOLUTION 2023 - The Chairman thereupon declared the resolution duly passed and adopted this day of , 2023. BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY, FLORIDA BY: ATTEST: Jeffrey R. Smith, Clerk of Court and Comptroller Deputy Clerk APPROVED AS TO LEGAL SUFFICIENCY BY: Dylan Reingold, County Attorney APPROVED AS TO PLANNING MATTERS BY: Joseph H. Earman, Chairman Andrew Sobczak Interim Community Development Director Page 2of2 82 M 00 INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: John A Titkanich, Jr. County Administrator THROUGH: Andrew Sobczak Interim Community Development Director FROM: Brian Freeman, AICP MPO Staff Director DATE: May 2, 2023 SUBJECT: Request for Authorization to Submit an Application for Section 5311 Grant for Rural Transit Operating Assistance Funds It is requested that the information herein presented be given formal consideration by the Board of County Commissioners at its regular meeting of May 2, 2023. DESCRIPTION & CONDITIONS Each year, Indian River County receives transit operating assistance under 49 USC Ch. 53, Section 5311 (also known as the Formula Grants for Rural Areas program) through the Florida Department of Transportation (FDOT). These grant funds have been passed through to the Senior Resource Association (SRA), Indian River County's designated transit service provider. According to federal regulations, Formula Grants for Rural Areas funds may be used to provide transit service to rural or small urban areas. Such transit service includes fixed route service (GoLine) and demand -response service (Community Coach). ANA1 VCIS At this time FDOT has advised the County to apply for one year's worth of funding for available funds left over from FY 2020/21. Therefore, the grant application is for $180,000 in Section 5311 funds. In this case, the grant has a 50% nonfederal match requirement for operating assistance. Matching funds will consist of $90,000 from the state Public Transportation Block Grant and $90,000 from the County's normal transit allocation. No additional local funds are necessary. While Section 5311 funds are federal grant funds, FDOT administers the Section 5311 program within the state of Florida. To apply for Section 5311 funds, the Board of County Commissioners C:\G ran icus\Legistar5\L5\Temp\ca4f0058-a296-46d0-9456-6b8dab275d11.docx 1 84 must adopt the attached resolution (Attachment #1), authorizing staff to submit the attached grant application to FDOT. A copy of the grant application is attached to this staff report (Attachment #2). The County receives most of its transit funding through the federal Section 5307 (Urban Area) grant program. Because a portion of Indian River County is designated as rural, the County is also eligible to receive transit funding through the Section 5311 (Rural Area) grant program. The provision of rural transit service is consistent with the findings of the MPO's adopted 10 -year Transit Development Plan and 2045 Long Range Transportation Plan. Funding in the amount of $90,000 will be budgeted and available for FY 23/24 the General Fund /Community Transportation Coordinator/SRA, Acct# 00111041-088230-54001. Funding for this expenditure is part of the allocation given to the Senior Resource Association to provide transit service in the county. RECOMMENDATION Staff recommends that the Board of County Commissioners adopt the resolution authorizing the filing of the Section 5311 grant application. ATTACHMENTS 1. Authorizing Resolution for the Submission of a Section 5311 (Formula Grants for Rural Areas) application 2. Section 5311 Grant Application 3. Grant Budget Form C:\Granicus\Legistar5\L5\Temp\ca00058-a296-46d0-9456-6 b8dab275d11.docx 2 85 RESOLUTION NO. 2023 - A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY AUTHORIZING THE SUBMISSION OF A GRANT APPLICATION FOR 49 USC CH. 53, SECTION 5311 PUBLIC TRANSIT OPERATING ASSISTANCE. WHEREAS, Indian River County has the authority to apply for and accept grants and make purchases and/or expend funds pursuant to grant awards made by the Florida Department of Transportation as authorized by Chapter 341, Florida Statutes and/or Infrastructure Investment and Jobs Act (IIJA) of 2021; and WHEREAS, Indian River County, as the designated recipient of federal and state public transportation funding, must be the recipient of those funds on behalf of the Senior Resource Association; and WHEREAS, Indian River County is eligible to receive Formula Grants for Rural Areas funding under Section 341.052(1), Florida Statutes, and under 49 USC Ch. 53, Section 5311; and WHEREAS, the Florida Department of Transportation provides Formula Grants for Rural Areas funds to Indian River County to assist in the continuance and expansion of local public transportation services. NOW, THEREFORE, BE IT RESOLVED BY THE INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS: 1. That the Community Development Director is authorized to file applications on behalf of Indian River County with the Florida Department of Transportation for public transit operating assistance as specified in the County's off cycle FY 2020/21 grant application under 49 USC Chapter 53, Section 5311. 2. That the Community Development Director is authorized to furnish such additional information as the Florida Department of Transportation may require in connection with the County's Section 5311 grant application. THIS RESOLUTION was moved for adoption by , and the motion was seconded by , and, upon being put to a vote, the vote was as follows: Chairman Joseph H. Earman Vice -Chairman Susan Adams Commissioner Joseph E. Flescher Commissioner Deryl Loar Commissioner Laura Moss C:\Granicus\L.egistar5\L5\Temp\448689e6-1539-44ab-bI ec-c5fd2ff3e9a4.docx Page 1 of 2 86 RESOLUTION NO. 2023 - The Chairperson thereupon declared the resolution duly passed and adopted this 2nd day of Maw_, 2023. BOARD OF COUNTY COMNIISSIONERS INDIAN RIVER COUNTY, FLORIDA By: Joseph H. Earman, Chairman Attest: Jeffrey R. Smith, Clerk of Court and Comptroller By: Deputy Clerk I HEREBY CERTIFY that on this day, before me, an officer duly authorized in this State and County to take acknowledgments, personally appeared Joseph H. Earman, as Chairman of the Board of County Commissioners, and , as Deputy Clerk, to me known to be the persons described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. WITNESS my hand and official seal in the County and State last aforesaid this 2nd day of MU , 2023. APPROVED AS TO LEGAL SUFFICIENCY mm Dylan Reingold, County Attorney Notary Public SEAL: APPROVED AS TO COMMUNITY DEVELOPMENT MATTERS mm Andrew Sobczak, Interim Director of Community Development C:\Granicus\lzgistar5\L5\Temp\448689e6-1539-44ab-blec-c5fd2ff3e9a4.docx Page 2 of 2 87 Please wait... If this message is not eventually replaced by the proper contents of the document, your PDF viewer may not be able to display this type of document. You can upgrade to the latest version of Adobe Reader for Windows®, Mac, or Linux® by visiting http://www.adobe.com/go/reader—download. For more assistance with Adobe Reader visit http://www.adobe.com/go/acrreader. Windows is either a registered trademark or a trademark of Microsoft Corporation in the United States and/or other countries. Mac is a trademark of Apple Inc., registered in the United States and other countries. Linux is the registered trademark of Linus Torvalds in the U.S. and other countries. 88 GRANT NAME: 49 USC Ch. 53, Section 5311 (Formula Grants for Rural Areas) GRANT #: NA AMOUNT OF GRANT: $180,000 DEPARTMENT RECEIVING GRANT: Commurd jV Development pass through to Senior Resource Association) CONTACT PERSON: Brian Freeman PHONE #:1772) 226-1990 1. How long is the grant for? One Year Starting Date: October 1, 2023 2. Does the grant require you to fund this function after the grant is over? Yes X No 3. Does the grant require a match? X Yes No If yes, does the grant allow the match to be In Kind Services? Yes No 4. Percentage of grant to match: 50 % 5. Grant match amount required: $ 90,000.00 6. Where are the matching funds coming from (i.e. In Kind Services, Reserve for Contingency? Match consists of $90,000.00 in County funds already budgeted for public transportation and $90,000.00 in FDOT grant funds 7. Does the grant cover capital costs or start-up costs? Yes X No If no, how much do you think will be needed in capital costs or start-up costs? (Attach a detailed listing of costs.) 8. Are you adding any additional positions utilizing the grant funds? Yes X No If yes, please list. (If additional space is needed, please attach a schedule.) Acct. Description Position Position Position Position Position 011.12 Regular Salaries 011.13 Other Salaries & Wages P 012.11 Social Security 012.12 Retirement Contributions 012.13 Life and Health Insurance 012.14 Worker's Compensation 012.17 Soc. Sec. Medicare Matching $ TOTAL 9. What is the total cost of each position including benefits, capital, start-up, auto expense, travel, and operating? Salaries and Benefits Operating Costs Capital Total Costs 10. What is the estimated cost of the grant to the County over five years? $90,000.00 89 Grant Amount Other Matching Costs Match Total First Year $180,000.00 $ $90,000.00 in local funds & $90,000.00 in FDOT grants $360000.00 ' Second Year $ $ $ $ Third Year $ $ $ $ Fourth Year $ $ $ $ Fifth Year $ $ $ $ 89 DOW 1 CONSENT: 5/2/2023 Office of INDIAN RIVER COUNTY ATTORNEY 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: April 21, 2023 SUBJECT: Resolution Cancelling Taxes - Cal's Extra Space Storage A resolution has been prepared for the purpose of earmarking the public use of the following property and cancelling any delinquent, omitted or current taxes which may exist on the property obtained by Indian River County: Public Purpose: Right -of -Way for Cal's Extra Space Storage Project Location/Description: 33403100000100000006.3 — 1950 Old Dixie Hwy SW Purchased from: CAL INVESTMENTS OF VERO BEACH, LLP., a Florida limited liability partnership Instrument: Warranty Deed, recorded in Book 3609, Page 620 of the public records of Indian River County FUNDING: 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 or donated to Indian River County for a public purpose, and the Clerk to send a certified copy of the Resolution to the Tax Collector and the Property Appraiser so that any delinquent or current taxes can be cancelled. ATTACHMENTS: Resolution Warranty Deed Payment Receipt from Indian River County Tax Collector cc: Carole Jean Jordan - Tax Collector Wesley Davis - Property Appraiser 90 Purchased from Cal Investments of Vero Beach, LLP Public Purpose: Right -of -Way for Cal's Extra Space Storage Tax Parcel Portion of Parcel No.: 33403100000100000006.3 — 1950 Old Dixie Hwy SW RESOLUTION NO. 2023- 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 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.; 1 91 RESOLUTION NO. 2023 - 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 CAL INVESTMENTS OF VERO BEACH, LLP., a Florida limited liability partnership for Right -Of -Way, are hereby cancelled pursuant to the authority of section 196.28, F.S. See Special Warranty Deed describing lands, recorded in O.R. Book 3609, Page 620 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: Joseph H. Earman, Chairman Susan Adams, Vice Chairman Joseph E. Flescher, Commissioner Deryl Loar, Commissioner Laura Moss, Commissioner The Chairman thereupon declared the resolution duly passed and adopted this day of May, 2023. 2 92 RESOLUTION NO. 2023 - BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY, FLORIDA Z ATTEST: Jeffrey R. Smith, Clerk of Court and Comptroller M Deputy Clerk Joseph H. Earman, Chairman Tax Certificates Outstanding _ X_ Yes No Current Prorated Tax Received and Deposited with Tax Collector $214.02 Approved as to form and legal sufficiency: By: Susan J. Prado Assistant County Attorney 3 93 SKETCH of LEGAL:: DLSCRPTION EXHIBIT "A„ PROD. 18 -00 - *NOTE AflAHEYIAIlONs: GWH'C SCALE P—PLAT BOOK too�100 THE BASIS OF BEARING FOR THIS R/W — RIGHT OF WAY 10 SURVEY IS 589.35'87"W, ALONG THE P.O.B. —POINT OF BEGINNING NORTH LINE OF CAL BUILDERS P.O.C. — POINT OF C=MMAENT SUBDIVISION O.R.B. — OFFICIAL RECORD BOOK IN FEET ) 1 1Inde 10ofL tww Ia+a, Pa ¢m zvI (am � 20+e, In iso) iFu LineTabb UNE LENGTH &FARING LS 34.71' N25'349TW L2 3.08' N8911(737°E L3 B.19' S89'3315m \ NORTH 6 PARM IA 834 ORB �.ow)I : . PG vo \ PARCEL I3 nARTAMN BIIII'.8 \ 098 1689, PO. P29'QB (PB 1E, ?OAS) ... . . 1 I \, l si 1 I \ 1p201.44 nrt ee � �M44\\ cxA.S?39.i50 E CHLftO'at' .. b55tX \ .. .. I p�l7YRw102'57*W \ [HWttil,41' \ .mcaw ur ra Ku .11 namxr ecx ! , M 24 .. H! coram OP cti ru=g6P8DS9SDN .. .QCT "A \ (PH I7, PG 1r). (F8 27. PES. 8) ` Gf. MMDEM _ BEM sODntYgloN (pa 17• Pc s) um WB \` py MERIDIAN MW SKETCH OF DESCRIPTION ARE NOT VALID WITHOUT THE LAND SURVEYORS® SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA I7I7Ii`TDIANRrMBLVA,3[If1E201 REGISTERED SURVEYOR AND MAPPER NAMED HEREON WHICH VBROBBACH.FL 3?96DI9 05 SIGNATURE AND SEAL WAY BE FOUND AT THE END CF THE PHOM: 772-794-1213 FAX 772-794-1D96 ATTACHED REPORT, THE PLAT AND REPORT ARE NOT FULL m=:IIIFO�6905.COM AND COMPLETE WITHOUT ONE ANOTHER. SHEET 1 OF 2 �' �'� 95 SKETCH of LEGAL: L?�"SCR1P77 EXHIBIT "A" • SKETCH OF DESCRIPTION — NOT A FIELD BOUNDARY SURVEY •THIS SURVEY PERFORMED BY: HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L,8.#6905 d.b.a. MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 " PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE - BILLY M. MOODY P.S.M.# 5336 LEGAL DESCRIPTION A PARCEL OF LAND LYING IN SECTION 31, TOWNSHIP 33 SOUTH, RANGE 40 EAST, INDIAN RIVER COUNTY, FLORIDA, SAID PARCEL BEING A PORTION OF THE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1663, PAGE 2297, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; SAID PARCEL OF LAND BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHWEST CORNER OF TRACT "A', CAL BUILDERS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 17, PAGE 6, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; SAID POINT ALSO BEING A POINT ON THE EAST RIGHT OF WAY LINE OF OLD DIXIE HIGHWAY, RUN N25'34'02"W, ALONG SAID EAST RIGHT OF WAY LINE, FOR A DISTANCE OF 34.71 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 1586.20 FEET, A CHORD BEARING OF N22'02'57W, AND A CHORD LENGTH OF 163.41 FEET; THENCE CONTINUE NORTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 05'84'190, FOR A DISTANCE OF 163.49 FEET TO A POINT; THENCE RUN N19'05'48"W FOR A DISTANCE OF 321.07 FEET TO A POINT; THENCE RUN N19'07'D3°W. FOR A DISTANCE OF 283.40 FEET TO THE NORTHWEST CORNER OF THE LANDS DESCRIBED IN OFFICIAL RECORD BOOK 1653, PAGE 2297, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE, DEPART SAID EAST RIGHT OF WAY LINE AND RUN N89'10'37"E, FOR A DISTANCE OF 3.05 FEET; THENCE RUN S19'24'51'E, FOR A DISTANCE OF 602.99 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 1581.20 FEET; A CHORD BEARING OF S23'03'50°E; AND A CHORD LENGTH OF 201.31 FEET; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE. THROUGH A CENTRAL ANGLE OF 0717'58" FOR A DISTANCE OF 201.44 FEET TO A POINT ON THE NORTH LINE OF SAID CAL BUILDERS SUBDIVISION; THENCE RUN S89'33'57"W, FOR A DISTANCE OF 8,19 FEET TO THE POINT OF BEGINNING. THE SUBJECT PROPERTY CONTAINS APPROXIMATELY 0.9 ACRES (4074.13 SQUARE/ FEET) MORE OR LESS. iK(A��C8,F1F.dESq,MFnDN IS NOTVAUD WITHOUTTHE DBLIF'� p•': •J DYNE df}Ip RAISED SEAL OF FLORIDA 88 MERIDIAN +. ,rd `!", ]Il LANE) 8URVEYCR3 /{lt` 1717DWAN?XsSRBI.VA,9M.E201 VRELOBEAM FL.32960LB#6905 .,ems r�Fl FHOM: 771-794-1213 FAX 7. /c' n . r / "L / ''10 ZZ— ,772-794-1095 BMAIi IbIFO(�i�S LB6905 COM C"� ,4 —: PS.M. #533! t;HEET 2 OF 2 �� 96 Transaction 9 3935076 Cashier. ----------------------- JA Paid By: Detalis Effintive CAL INVESTMENTS OF VERO BEACH 2020 OLD DIXIE HWY SE #6 _ V_E_R_O_B_E_A_CH, FL – – – 329_62_ _ _ _ _ _ —04/20/202310:23AM Posted Date: ----------------------- Received Via: ----------------------- In Person Num. Items: 1 ----------------------- Total Tendered: ----------------------- $214.02 Receipt #: ----------------------- 143-00000730 Batch: ------------------------ 246245 Drawer: 143 Status: Complete Carole Jean Jordan Indian River County Tax Collector PO Box 1509, Vero Beach, FL 32961-1509 Receipt T Mem Detalis Effintive Due Paid Date --- ----------------------� 101426 04/20/2023 i. 14.02 5214.02 Deposit CADS EXTRA SPACE STORAGE (GOVT TO IRC - PRORATED TAXES TO PURCH) ---- .................................... -------------_–__-- --------Total:– ------1214.02 :214_02 --------------------------------------- Payment Details ----- Paid Check Acc#X)=O Chk#1306 $214.02 Balance: $0.00 T n 97 Consent May 2, 2023 Office of the INDIAN RIVER COUNTY John A. Titkanich, Jr., County Administrator Michael C. Zito, Assistant County Administrator ADMINISTRATOR MEMORANDUM TO: Members of the Board of County Commissioners FROM: John A. Titkanich, Jr., County Administrator DATE: April 25, 2023 SUBJECT: County Administrator Travel for Remainder of 2023 Background & Discussion As County Administrator, my participation in the following organizations is pivotal to our County's success: Florida City and County Management Association (FCCMA), International City/County Management Association (ICMA), and Florida Association of County Managers (FACM). Additionally, as an ICMA Credentialed Manager I am required to complete at least 40 hours of professional development annually. My predecessor was not a member of either FCCMA or ICMA. Thus, registration and travel expenses for these were not budgeted in this fiscal year. Funding My membership fees have already been paid for FCCMA and ICMA; however, my FACM membership expired and needs to be renewed. Costs to attend upcoming conferences for the remainder of Fiscal Year 2022/23 would be paid out of account number 00120112-035430 (General Fund/County Administrator/Tuition/Registration Fee) and 00120112-034020 (General Fund/All Travel). A budget amendment of $1500 will be needed to account for registration fees related to attendance at FCCMA and FACM annual conferences. Staff Recommendation Approve County Administrator travel for attendance at events for FCCMA and FAC, and approve a budget amendment of $1500 to account number 00120112-035430 (General Fund/County Administrator/Tuition/Registration Fee). 98 Consent Item Indian River County, Florida Department of Utility Services Board Memorandum Date: April 11, 2023 To: John A. Titkanich, Jr., County Administrator From: Sean C. Lieske, Director of Utility Services Prepared By: Michael Loveday, Wastewater Superintendent Subject: Change Directive No.1 to Atlantic Roofing II of Vero Beach for the Central (Gifford) Wastewater Treatment Facility Roof Replacement Project Background/Analysis: Indian River County Department of Utility Services (IRCDUS) owns and operates the Central (Gifford) Wastewater Treatment Facility (CWWTF). In 2019, an assessment of the roofs was conducted by REI Engineers, Inc. (REI). To address deficiencies identified during the assessment, REI furnished IRCDUS with a scope of work that was advertised for bid (bid #2022041). Atlantic Roofing II of Vero Beach was awarded the winning bid of $527,672.00. Atlantic Roofing is currently in the process of replacing the roofs of the three buildings located at the CWWTF. During removal of existing roofs at two of the buildings, additional damage was discovered that was not foreseen with the existing roof in place. Atlantic Roofing recommend completing the following additional repairs: • Building "B": Add exterior wall stucco repairs and exterior wall painting of the first and second story building sections performed in conjunction with roof replacement to protect the installed roof system from water intrusion of the adjacent vertical walls. • Building "B": Extend vertical wall flashing to encapsulate damaged wall stucco on the lower east and west elevation walls of roof section "63" performed in conjunction with roof replacement to protect the installed roof system from water intrusion of the adjacent vertical walls. • Building "C": Extend roof flashing system to incorporate the adjacent holding tank maintenance service catwalk. The aforementioned repairs are necessary to ensure the lifespan of the new roofing and not void the manufacturer's warranty. Atlantic Roofing proposed price for the repairs is $47,302.00. REI Engineers has reviewed and concurred with the proposed work and cost, and has provided IRCDUS with Change Directive No. 1. Change Directive No. 1 brings the total contract value for Atlantic Roofing to $574,974.00. 99 Funding: Expenses in the amount of $47,302.00 for this change directive will be recorded in the Utilities/WW Treat/R&R/Central WWTF Roof Replacement account, number 41721836-044699-18519. ACCOUNT NAME ACCOUNT NUMBER AMOUNT Utilities/WW Treat/R&R/Central WWTF Roof Replacement 47121836-044699-18519 $47,302.00 Recommendation: Staff recommends that the Board of County Commissioners approve Change Directive No. 1 in the amount of $47,302.00 to Atlantic Roofing II of Vero Beach for the Central Wastewater Treatment Facility Roof Pon Inromont Prniart niithnri70 tha Chmirmnn to cion nn thoir hohnlf on —ithnri— staff to increase the 100 ATLANTIC ROOFING II OF VERO BEACH, INC. Lic. # CCC1326188 Ph: 772-492-8493 Fax: 772-257-5740 Date: 3/8/23 To: Mark Renninger/Richard Meckes Building B 1 story section 4310 451h Street Vero Beach, FL 32967 E -Mail: ierry@atlanticroofinR2.com 1. Pressure wash and chlorinate walls. 2. Prepare and detail wall cracks. 3. Saw cut and caulk horizontal cold joints. 4. Caulk window and door perimeters. 5. Apply masonry conditioner at walls. 6. Apply one (1) coat of Sherwin Williams Super Paint with satin finish. TOTAL LABOR AND MATERIAL: $8,990.00 Authorized Signature: Jerry Malivuk RE: Central Regional WWTP 3550 491h Street Vero Beach, FL. Date: 3/8/23 101 ATLANTIC ROOFING 11 4310 45th Street OF VERO BEACH, INC. Vero Beach, FL 32967 Lic. # CCC1326188 Ph: 772-492-8493 Fax: 772-257-5740 E -Mail: ierry@atlanticroofing2.com Date: 3/8/23 To: Mark Renninger/Richard Meckes Building B 2 story section 1. Pressure wash and chlorinate walls. 2. Prepare and detail wall cracks. 3. Saw cut and caulk horizontal cold joints. 4. Caulk window and door perimeters. 5. Apply masonry conditioner at walls. 6. Apply one (1) coat of Sherwin Williams Super Paint with satin finish. TOTAL LABOR AND MATERIAL: $20,692.00 RE: Central Regional WWTP 3550 49' Street Vero Beach, FL. Authorized Signature: Jerry Malivuk Date: 3/8/23 102 ATLANTIC ROOFING II OF VERO BEACH, INC. Lic. # CCC1326188 Ph: 772-492-8493 Fax: 772-257-5740 Date: 3/2/23 To: Mark Renninger/Richard Meckes 4310 45th Street Vero Beach, FL 32967 E -Mail: ierry@atlanticroofing2.com Plywood and membrane flashings at 2 sides of roof area B3 * * Install plywood at these two areas. * * Install Fibertite membrane flashing up and over top of walls. TOTAL LABOR AND MATERIAL: $11,949.00 Deduct for stucco remove and replace: $1,280.00 Total: $10,669.00 Authorized Signature: Jerry Malivuk RE: Central Regional WWTP 3550 49th Street Vero Beach, FL. Date: 3/2/23 103 ATLANTIC ROOFING 11 4310 45th Street OF VERO BEACH, INC. Vero Beach, FL 32967 Lic. # CCC1326188 Ph: 772-492-8493 Fax: 772-257-5740 E -Mail: ierry@atlanticroofing2.com Date: 3/2/23 To: Mark Renninger/Richard Meckes Liquid flashing system at wall of roof area C1 ** Remove grates to access back of wall. ** Clean wall. ** Install a Fibertite FORTILOCK liquid flashing system. ** Flashing to go 13" down the back side of wall. ** Reinstall grates. TOTAL LABOR AND MATERIAL: $8,307.00 Deduct for railing: $1,356.00 Total: $6,951.00 Authorized Signature: Jerry Malivuk RE: Central Regional WWTP 3550 49`h Street Vero Beach, FL. Date: 3/2/23 104 PROJECT: OWNER: IRC -1829 Central Regional WWTF NO.: Roof Replacement Indian River County CONSTRUCTION CHANGE DIRECTIVE 01 DATE OF ISSUANCE: 03-29-2023 ENGINEER: REI Engineers CONTRACTOR: Atlantic Roofing II of Vero Beach Inc. REI PROJECT NO: 019TPA-018 THIS DIRECTIVE AUTHORIZES THE CONTRACTOR TO PROCEED WITH THE WORK DESCRIBED BELOW IN ADVANCE OF AN EXECUTED CHANGE ORDER. Please submit an itemized proposal for changes in the Contract Sum and Contract Time for proposed modifications to the Contract Documents described herein. Submit proposal within three (3) days or notify the Engineer in writing of the date on which you anticipate submitting your proposal. Description: Contractor to provide a proposal for the following out of scope work items. 1. Building "B": Add exterior wall stucco repairs and exterior wall painting of the first and second story building sections performed in conjunction with roof replacement to protect the installed roof system from water intrusion of the adjacent vertical walls. 2. Building "B": Extend vertical wall flashing to encapsulate damaged wall stucco on the lower east and west elevation walls of roof section "133" performed in conjunction with roof replacement to protect the installed roof system from water intrusion of the adjacent vertical walls. 3. Building "C": Extend roof flashing system to incorporate the adjacent holding tank maintenance service catwalk. DIRECTIVE REQUESTED BY: REI Engineers Engineer By: Mark Re�iject Engineer Date ❑ Attachments: Owner By: Date Copies: ® Owner ® Engineer ® Contractor This item has been digitally signed and sealed by Mark Renninger on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic .copies '00'04- 13:57:47 2023.04.03 ���PK�PLNNING �'. v ¢c ;9. STATE OF i ,O ' EE Consent Item Indian River County, Florida Department of Utility Services Board Memorandum Date: April 5, 2023 To: John A. Titkanich, Jr., County Administrator From: Sean C. Lieske, Director of Utility Services Prepared by: Harrison Youngblood, PE, Utilities Engineer, Utility Services Subject: Change Order #3 to TLC Diversified, Inc., for the South County Water Treatment Plant Membrane and Retrofit Project. Background: On June 15, 2021, the Board of County Commissioners (BCC) awarded the bid to TLC Diversified (TLC) for the South Water Treatment Plant (SWTP) Membrane and Retrofit Project in the amount of $10,665,515.65. On August 16, 2022, Change Order No. 1 was executed for $483,563.83, bringing the project total to $11,149,079.48. On December 6, 2022, Change Order No. 2 was executed for $150,020.17, bringing the project total to $11,299,099.65. During the construction phase of this project, deficiencies related to components of the treatment plant that were not originally part of the project were discovered. The components related to this change order that are deficient are summarized as follows: the feed pumps and feed pump bases, transfer pump motor, insufficient electrical circuits for the updated lab, and conduits related to chemical storage and electrical fiber. The County's Engineer of Record on the project, Kimley-Horn and Associates (KHA), recommended replacement of the deficient components to ensure they are updated along with the rest of the upgrades to the plant. Analysis: The SWTP distributes potable water to our county customers through a series of pumps and valves that ensure adequate pressure is maintained. The feed water pumps provide the membranes with adequately pressured water to ensure the treatment process is economically performed, while the suction valves eliminate cavitation while allowing for isolation of pumps in order to perform maintenance operations. Due to these pumps and valves being at the end of their useful life and new treatment membranes being installed during this project, it is imperative that the pumps and suction valves be replaced to keep and maintain the most economical treatment possible while also ensuring the new treatment membranes are not damaged by cavitation caused by inadequate valves or pumps. The transfer pump and motor are also a crucial part of the treatment/distribution process of the plant. The transfer motor and pump has been recently causing issues in this process and needs replacement. It was found that the motor exhibited signs of failure in the near future and has been deemed insufficient for the requirements and needs of the SWTP. Page 1 of 2 F:\Utilities\00_UTILITY - AGENDA TEMPLATE & GUIDELINES\2023 Agenda Items\050223 BCC Agenda Items\TLC Diversified Change Order #3 106 During the construction of the updated lab, it was found that the electrical circuitry contained in the record drawings for the old lab was not accurate and would be insufficient for what was required for the lab update. In order for the lab to function as it has been designed, there would be a need for additional circuits to be added to allow for the proper allocation of electricity to the newly configured lab. After investigation was performed into the conduit routing for the fiber feed to the wells, it was found to be broken, missing, and/or inadequate. The same was also found during the investigation into the chemical storage conduits. In order for the plant to receive information from the data collectors at the well sites, and for the chemical storage to be properly fed and blended, these conduits need to be replaced or installed. Funding: Funds in the amount of $387,037.72 for this project are derived from the Utilities/South WTP Membrane/South R/O Membranes & Retrofit account, number 471-169000-19503, in the Utilities operating fund. Utilities operating funds are generated from water and sewer sales. Additionally, $6,000,000 in American Rescue Plan (ARP) funding will be utilized to fund a portion of the overall project. Those funds will be added as a reimbursement to the Utilities fund. Description Account Number Amount Utilities/South WTP Membrane/South R/O Membranes & Retrofit 1 471-169000-19503 $387,037.72 Recommendation: Staff recommends that the Board of County Commissioners approve the change order in the amount of $387,037.72, leaving a revised total agreement with TLC Diversified, Inc., in the amount of $11,686,137.37, and authorize the Chairman to execute the change order on their behalf. Attachment: 1. Change Order 3 to TLC Diversified, Inc. Page 2 of 2 F:\Utilities\00_UTILITV - AGENDA TEMPLATE & GUIDELINES\2023 Agenda Items\050223 BCC Agenda Items\TLC Diversified Change Order #3 107 CHANGE ORDER DATE OF ISSUANCE: March 22. 2023 EFFECTIVE DATE: OWNER: Indian River County OWNER's Contract No.: 2021026 No. 3 Project No.: 044572102 CONTRACTOR: TLC Diversified, Inc ENGINEER: Kimley-Horn & Associates, Inc. You are directed to make the following changes in the Contract Documents: 1. Rehabilitation of feedwater pumps and bases 2. Replacement of feedwater pump suction valves (x5) 3. Installation of a 3rd transfer pump motor 4. Construction of light pole and receptacle by HSP 4&5 5. Construction of new lab electrical circuits 6. Relocation of the electrical conduits in the chemical storage room 7. Fiber optic improvements for the Wells 8. Grounding investigation per IRCDUS request Attachments: Quotations CHANGE IN CONTRACT PRICE CHANGE IN CONTRACT TIME Original Contract Price Original Contract Times: $ 10,665,515.65 Substantial Completion: 760 Ready for final payment: 820 Net changes from previous Change Orders Net change from previous Change Orders: No. 1 & 2 $633,584 No. to No. Contract Price prior to this Change Order Contract Time prior to this Change Order $ 11,299,099.65 Substantial Completion: 760 Ready for final payment: 820 Days or dates Net Increase (decrease) in this Change Order Net Increase in this Change Order $ 387,037.72 0 days Contract Price with all approved Change Contract Time with all approved Change Orders Orders $ 11,686,137.37 Substantial Completion: 760 Ready for final payment: 820 Days or U -5 16—s RECO ND RECO �Jn By: 14+1"Y- Y,.w By: Engineer (Authorized Signature) Owner (Authorized Signature) Date: 3 ` Z 3- ZL3 Date: ACCEPTED: L�� P By: John P. Elder Contractor (Authorized Signature) Date: 3-23-2023 EJCDC No. C-700 (2002 Edition) Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America. 00800-24 108 Kimley-Horn 1920 Wekiva Way, Suite 200 West Palm Beach, FI 33411 Attn: Mr. Nick Black, P.E. Nick.Black6-kimley-Hom:com 20 -MARCH -2023 Reference: RFP feed pump re -build, transfer pump motor and re -build, area light, relocate chem room conduits, new lab elect. Circuits, fiber work, grounding & lightning check out confirmation. Dear Mr. Black, Please find a quotation for the changes requested as reference above. Labor = $ 10,437.00 Material = $ 231,216.05 Subcontract = $ 70,297.10 Equipment = $ 4,000.00 Other= $ 0.00 Labor Burden = $ 3,652.95 Tax = $ 16,465.12 OH & P subs 5% _ $ 3,514.86 OH & P @ Self Perform 15% _ $ 39,865.67 Subtotal = $ 379,448.75 Bond = $ 7,588.97 Total ADD = $ 387,037.72 With the current supply chain delays that have been discussed in the project meetings it is difficult to quantify the additional time required to quote this change. TLC is therefore reserving our rights to additional time for the project that will be determined at a later date. Please provide your acceptance of this additional work and issue a change order so that TLC can release the required items for production. Sincerely Yours, s O f O f 6 Q N u S rn O N �zaftOF m 0 o�^��s�� oa�o�Wo fo'�oGLL� s�s.gga¢ Id�iB19���BlllAl��i 01 INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: John Titkanich, Jr. County Administrator THROUGH: Richard B. Szpyrka, P.E., Public Works Director FROM: Andrew Sechen, Land Acquisition Specialist SUBJECT: Property Exchange for Right -of -Way Acquisition on 39`h Street With Carroll and Janet Collins, Property Owners DATE: April 24, 2023 DESCRIPTION AND CONDITIONS It has been brought to our attention by the property owners that the r/w for 39th Street is not a continuous width between Old Dixie Highway and US -1. In order to address this issue staff will be working with the property owners of the property located at 3890 Old Dixie Highway, Vero Beach, FL 32960 & 3900 Old Dixie Highway, Vero Beach, FL 32960. The 0.43 acre of properties are owned by Carroll and Janet Collins and are zoned CG & OCR. The County owns a 0.04 acre (1,742.4 square feet) parcel of land adjacent to and in between the properties owned by Mr. and Mrs. Collins. They approached the County to exchange 3,843 square feet of property adjacent to Old Dixie Highway for 1,076 square feet of a County owned parcel, which is part of the 0.04 acre parcel of land owned by the County. The County will retain the northern 353 square feet of the southern parcel being exchanged. The exchange process involves the advertising a Public Notice of Sale for two weeks and the creation of an Exchange Agreement that will be presented to the Board for approval at a later date. Before starting this process staff wants to ensure that the Board supports this property exchange. There is an advertising fee of $340.20. There are no appraisal fees or attorney's fees for the exchange of the subject properties. Funding for the advertising fee of $340.20 is budgeted and available in Account No. 10924741-034910, Secondary Roads/Real Estate/Legal Advertisement. RECOMMENDATION Staff recommends the Board approve the property exchange and authorize staff to move forward with the property exchange process. ATTACHMENT 39th Street Parcel Exhibit APPROVED AGENDA ITEM FOR: Mav 2. 2023 111 N „ I U.S. Highway 1 - x W y U i � I N C? N p Ljj Z Z N i ,W�.. co If it J Jit .d ix J mLLJ � CO a (Ifa R. , a <o N � U CO m .- a t ► O CO Nig PGS �X`e a, CL oil LJ o V s. o _ m � < O Z W M O O a �If n N W 0 MN U O O n ARI LVDLANT RIVER COU -MY BOARD OF COUNTY COMMISSIO REQUEST TO BE SCHEDULED FOR PUBLIC DIS([?SSION :tinv organization or indh idual wishing to address the Board of Count- Commission shall complete this form and submit it to the Indian River County administrator's Office. 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M M — eb 0 Ln. m• CL 0 0 — ;� M M 0 to or 0 IV 01 0'o0, 3m 3 to =rm r 3 A 3 0 0 0 m o 3 57 0 z M < w M — OD nw cr 0 0 41 D aim 0 - C, 0, 0 3 S; m un m C P, rD LA. �< D * ;:p -0 IM3 R, 3 0 w - < 3 =or 3 m '0 m jo, n C) a 10 �J- 0) Di 0. =01 :3 o m 'o w Iu 2- M, 3 M P, 0, 00 ol 3 a 0 m Cc, ". 0 =r < CD m 0 a" M 0 0 tA ig La 7.0 M 0 c N c 0 m w 3 w 0. 0 0 (D > x cl '04 — 0 =1 * m, X, m cr o o < C) — 0 a) 0 U) — N =r 0 0 0 @ Z CL (D D M X r - — m :3 z - m to Di 3 C, 3 0 3 3 0 3 0 0 0 — ; 3 =r in — w M" 0 a w cr M 0 °c 0 00 z M m 0 CL 0 tn a 3 0 (A ID 0 . 46 m CA O rri 4� rz Dylan Reingold, County Attorney William K. DeBraal, Deputy County Attorney Susan J. Prado, Assistant County Attorney /O(f/ Public Notice Item - B.C.C. 5.2.23 Ofce of INDIAN RIVER COUNTY MEMORANDUM TO: Board of County Commissioners FROM: Dylan Reingold, County Attorney DATE: April 14, 2023 ATTORNEY SUBJECT: Public Notice of Public Hearing for May 16, 2023, to Consider the Establishment of the Oslo Park Street Paving District Municipal Service Benefit Unit and Amending Section 200.11 of Chapter 200, Municipal Service Taxing or Benefit Unit, of the Indian River County Code The Board of County Commissioners will hold a Public Hearing on Tuesday, May 16, 2023, at 9:05 a.m. or as soon thereafter as the matter may be heard, to consider adoption of the following: AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, CREATING THE OSLO PARK STREET PAVING DISTRICT MUNICIPAL SERVICE BENEFIT UNIT; PURPOSE; LEVY OF ASSESSMENT, ADOPTION OF BUDGET; DISPOSITION OF PROCEEDS FROM THE LEVY OF ASSESSMENT; AMENDING SECTION 200.11 OF CHAPTER 200, MUNICIPAL SERVICE TAXING OR BENEFIT UNIT, OF THE INDIAN RIVER COUNTY CODE OF ORDINANCES; AND PROVIDING FOR CODIFICATION; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. The public hearing will be held in the County Commission Chambers located on the first floor of Building A of the County Administrative Complex, 1801 27th Street, Vero Beach, Florida 32960. C: i&a,&wUL gutwSV,5lTemplaO&d657-8178-1213-bd16-27526212Wa2.d= 114 Dylan Reingold, County Attorney William K. DeBraal, Deputy County Attorney Susan J. Prado, Assistant County Attorney Ofce of INDIAN MEMORANDUM TO: Board of County Commissioners FROM: Dylan Reingold, County Attorney DATE: April 14, 2023 ldv;z Public Notice Item - B.C.C. 5.2.23 RIVER COUNTY ATTORNEY SUBJECT: Public Notice of Public Hearing for May 16, 2023, to Consider an Ordinance for the Assessment for the Water Portion of the North County Water and Sewer Project — Phase 2 The Board of County Commissioners will hold a Public Hearing on Tuesday, May 16, 2023, at 9:05 a.m. or as soon thereafter as the matter may be heard, to consider adoption of the following: AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, CONCERNING THE WATER PORTION OF THE NORTH COUNTY WATER AND SEWER PROJECT — PHASE 2; PURPOSE; LEVY OF ASSESSMENT, ADOPTION OF BUDGET; DISPOSITION OF PROCEEDS FROM THE LEVY OF ASSESSMENT; AND PROVIDING FOR CODIFICATION; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. The public hearing will be held in the County Commission Chambers located on the first floor of Building A of the County Administrative Complex, 180127' Street, Vero Beach, Florida 32960. C: IGraWi V gistn AL5IT ylb"7e1d0.07e"eJ5a050-5m%2a3720Ja.dm 115 ADMINISTRATOR'S MATTERS BCC Meeting 05-02-2023 a�v�co �{ INDIAN RIVER COUNTY, FLORIDA * AGENDA ITEM �ORNP To: The Honorable Board of County Commissioners From: Michael C. Zito, Assistant County Administrator Date: March 16, 2023 Subject: Request for Use of Holman Stadium for Annual Sawbones vs Jawbones Event to be held May 19, 2023 DESCRIPTION AND CONDITIONS: The Indian River County Bar association ("User Group") has requested use of Holman Stadium at the Jackie Robinson Training Complex for a fundraising/charity event. The Indian River County Bar Association is a 501© (6) non-profit organization conducting the event for the benefit of the United Way which is a 501 © (3) organization. The planned event is "Sawbones vs Jawbones", a co-ed softball game between local doctors and attorneys. The event is scheduled for Friday, May 19, 2023 at Holman Stadium. VeroTown, LLC has reviewed this request and has confirmed stadium availability as of this date. Section 6.04 of the Facility Use Agreement between the County and VeroTown, LLC allows the County use of the facility for up to two (2) days annually for education, entertainment and community enrichment purposes. Any expenses associated with the use will be the responsibility of the User Group. No County funds or staff time will be utilized for the event. The User Group will also provide a $1,000,000 liability policy naming Indian River County and VeroTown, LLC, as additional insured. The User Group has requested waiver and deletion of the standard $10,000 security deposit required under Section G of the Stadium Use Agreement because their proceeds will benefit numerous local charities. The User Group will engage VeroTown, LLC to conduct beer and wine sales at the event in accordance with state and local law. VeroTown, LLC and the User Group will be responsible for all required permits and liquor liability insurance, and to arrange for any additional security necessary to responsibly conduct beer and wine sales at the event. A copy of the "Indian River County Holman Stadium Use Agreement" between the County and the User Group is attached. FUNDING: No funding is required for this approval. C:\Crranicus\Legistar5\L5\Temp\be0i087b-981 foe 17-bec2-bb2330cd2f3 8.doc 116 RECOMMENDATION: Staff respectfully requests that the Board of County Commission approve the Agreement, authorize the Chairman to sign and grant the User Group's request for waiver of the standard security deposit required by the Stadium Use Agreement. ATTACHMENTS: 1. Indian River County Holman Stadium Use Agreement with the Indian River County Bar Association, Inc. 2. EXHIBIT 1 — Indian River County Holman Stadium Use Guidelines 3. Attachment #1— Section 6.04. The County's Use of Holman Stadium and Practice Fields DISTRIBUTION: VEROTOWN, LLC Indian River County Bar Association, Inc. APPROVED AGENDA ITEM FOR MAY 2, 2023 C:\Granicus\Legistar5\L5\Temp\beOfU87b-981f4e17-bec2-bb2330cd2f38.doc 117 Indian River County Holman Stadium Use Agreement This Holman Stadium Use Agreement ("Agreement") is made this 2nd day of May, 2023, by and between Indian River County Board of County Commissioners, a political subdivision of the State of Florida ("County") and the Indian River County Bar Association, Inc., a Florida not-for-profit corporation, 1245 20th Street, Vero Beach, FL 32960 ("User Group"). BACKGROUND RECITALS A. The User Group has requested the use of Holman Stadium facilities and/or the four (4) baseball practice fields and the two (2) half baseball practice fields (collectively referenced as "Stadium") under the terms and conditions set forth in the Indian River County Holman Stadium Use Guidelines, attached to this Agreement as Exhibit 1 and incorporated herein in its entirety by this reference and under the terms and conditions set forth in this Agreement. B. The County will allow the User Group to use the Stadium under the terms and conditions set forth in Exhibit 1 and under the terms and conditions set forth in this Agreement. NOW THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, and intending to be legally bound, the parties agree as follows: 1. PERIOD OF USE. This Agreement shall be in force on May 19, 2023 and includes all setup and clean up time. 2. NUMBER OF PARTICIPANTS EXPECTED. User Group estimates that the number of participants expected at the event is from 200 to 600 up to seating capacity of 6,500. 3. DESCRIPTION OF EVENT. User Group states that the following is an accurate description of the event: A Charity Co -Ed Softball Game between Local Doctors and Attorneys. 4. INSURANCE. The minimum dollar amounts and types of insurance coverages required are set forth in Exhibit 2 attached hereto and incorporated herein in its entirety by this reference. 5. FEES. The User Group agrees to pay all Stadium use charges as set forth in Exhibit I, including, without limitation, the charges set forth in paragraphs C, D, F, G, H, and I. Where the User Group uses the services of VeroTown, LLC for parking attendants, ticket takers, security personnel, clean-up crews, or concession operations, the User Group acknowledges and agrees that the County shall cause VeroTown, LLC: (i) to provide a written invoice for such services to the User, together with a courtesy copy to the County within ten (10) business days after the conclusion of the event; and (ii) to remit the net funds, if any, to the User Group. In addition, all costs for utilities and any other costs incurred by VeroTown, LLC in connection with the User Group's use of the Stadium shall be set forth on the foregoing written invoice, and such costs shall also be deducted from the net funds, if any, and remitted to the User Group. Upon the County's receipt of the notice of invoice payments from VeroTown, LLC, the security deposit shall be returned to the User Group; provided, however, that in the event the costs invoiced by VeroTown, LLC exceed the funds available, the County shall have the right to use the security deposit for such costs. In addition, the User Group agrees to be solely responsible to pay any and all additional charges required for the staging of the event. VeroTown, LLC reserves the right to modify the foregoing process to accommodate any arrangement made directly with the User Group to provide concessionaire services for the event. 6. INDEMNIFICATION AND WAIVER OF CLAIMS. The User Group assumes all risks and agrees to indemnify fully and save and hold harmless the County, its officers, employees, and agents (hereinafter individually and collectively referenced as "Indemnified County Parties"), and VeroTown, LLC, their respective owners, share holders, officers, employees, representatives, agents, heirs, successors, and assigns (hereinafter individually and collectively referenced as "Indemnified VeroTown, LLC Parties") against all claims, losses, damages, judgments, liabilities, accidents or injuries to person(s) or property, and causes of action, including reasonable attorney's fees and court costs, arising out of, or caused directly or indirectly, by the conduct, acts, omissions, negligence, or willful misconduct of any participant in the event, the User Group, its visitors, agents, and employees. The Indemnified County Parties, and the Indemnified VeroTown, LLC Parties shall not be liable for damages to, or loss of, personal property sustained by the participants in the event, the User Group, its visitors, agents, employees, or any person claiming by or through the User Group or any of the foregoing, resulting from any fire, accident, occurrence, theft, or condition in or upon the Stadium, provided such are not due to the sole negligence or willful misconduct of the Indemnified County Parties or the Indemnified VeroTown, LLC Parties. This indemnification paragraph shall survive the expiration or sooner termination of this Agreement. 7. CANCELLATION. This Agreement is subject to cancellation by either the User Group or the County as set forth in Exhibit 1. 8. FACILITY UNAVAILABILITY DISCLAIMER. The County assumes no responsibility for circumstances that may require the closing of the Stadium facility due to conditions that would render it unfit for public usage due to inclement weather, state health department or other regulatory agencies requirements. In the event of such occurrence it is the responsibility of the User Group to obtain alternative facilities and the County shall have no liability whatsoever to the User Group. The County and VeroTown, LLC represent that to the best of their knowledge and belief, that VeroTown, LLC is now and will remain in good standing with all State 2 119 and local regulatory agencies having jurisdiction, if any to regulate, license, and permit the activities contemplated by this Agreement. 9. GOVERNING LAW. The laws of the State of Florida shall govern this Agreement and any and all legal action shall be instituted in Indian River County for all state court matters and in the Southern District of Florida for all federal court matters. 10. ENTIRETY OF AGREEMENT. The Agreement incorporates and includes all prior and contemporaneous negotiations, correspondence, conversations, agreements, or understandings applicable to the matters contained herein and the parties agree that there are no commitments, agreements, or understandings of any nature whatsoever concerning the subject matter of this Agreement that are not contained in this Agreement. No supplement, modification, or amendment to this Agreement shall be binding unless signed in writing by the County and the User Group. 11. SEVERABILITY. In the event that any of the provisions of this Agreement are deemed unenforceable, the enforceability of the remaining provisions of this Agreement shall not be affected. 12. ASSIGNMENT. User Group shall not grant, assign, or otherwise convey to anyone any or all of its rights to use the Stadium hereunder without the prior written consent and approval of the County and VeroTown, LLC. The User Group shall use the Stadium only in the manner contemplated in this Agreement. 13. THIRD PARTY BENEFICIARY. No person other than VeroTown, LLC, the County, the Indemnified County Parties, the Indemnified VeroTown, LLC Parties, and the User Group, and the successors of the User Group shall have any rights whatsoever under this Agreement. 14. BACKGROUND RECITALS. The Background Recitals are true and correct and form a material part of this Agreement. 15. DEFAULT. County shall have the right to terminate this Agreement and/or deny User Group use of the stadium if User Group defaults in the performance of any obligation hereunder, provided that in the event of such default, the County shall give the User Group notice of such default and twelve (12) hours to cure the default or a lesser time if appropriate to the default on the day of the event. 16. NOTICES. Any notices or other written communications from the User Group to the County shall be delivered by fax, overnight mail, hand delivery, or first class mail to the County Recreation Director. Any notices or other communications from the County to the User Group shall be delivered by fax, overnight mail, hand delivery, or first-class mail to the User Group Executive Director. The names and address to be contacted are as follows: 3 120 As to the County: Indian River County Board of County Commissioners Attn: Michael C. Zito, Assistant County Administrator 1801 27th Street, Vero Beach, FL 32960-3398 mzito@ircgov.com As to the User Group Dane R. Ullian Indian River County Bar Association, Inc. P. O. Box 896 Vero Beach, FL .32961 dullian@gouldcooksey.com (772) 231-1100 www.indianRiverBar.org IN WITNESS WHEREOF, the County and the User Group have caused this Agreement to be executed in their respective names as of the date set forth above. USER GROUP: Indian River County Bar Association, Inc. BY: Print Name: INDIAN RIVER COUNTY, FLORIDA: BOARD OF COUNTY COMMISSION BY: Joseph H. Earman, Chairman Approved as to form and legal sufficiency: Dylan Reingold, County Attorney 4 121 EXHIBIT 1 Indian River County Holman Stadium Use Guidelines (Revised 07-02-13) A. Eligibility: Requesting user groups must be Not -for -Profit section 501(c)(3) corporations based in Indian River County and serving Indian River County residents. Eligible user groups are limited to one use per lease year, May 1 through April 30. B. Use of Premises: Use of the Holman Stadium facilities and/or the eight (8) baseball practice fields and the one (1) half baseball practice field (collectively referenced as "Stadium") must be lawful and consistent with the use of Indian River County public facilities. In addition, use must be in compliance with section 6.04 of the Facility Lease Agreement dated April 21, 2009, as amended, between Indian River County, a political subdivision of the State of Florida, and Verotown, LLC, a Delaware limited liability company ("Verotown"), a copy of which section is attached hereto as Attachment 1 and incorporated herein in its entirety by this reference. Requested use and dates must not conflict with scheduled facility use by Verotown, Indian River County scheduled events, or events sponsored by the Treasure Coast Sports Commission. User group shall not exclude from participation in, deny the benefits of, or otherwise subject anyone to discrimination in, the use or operation of the Stadium for the event on the basis of age, sex, disability, race, color, national origin, religion, or ancestry. C. Security: Security will be provided by the Indian River County Sheriff's Office or the Vero Beach Police Department and Verotown. The security provisions must have the prior written approval of both Verotown and either the Indian River County Sheriff's Office or the City of Vero Beach Police Department, as applicable. The user group shall be solely responsible for all costs associated with security and shall reimburse both Verotown for the cost of security personnel and the Indian River County Sheriff's Office or the Vero Beach Police Department, as applicable, for event security and traffic control. D. Insurance: Insurance requirements will be determined by the County's Risk Manager based on the type of event, anticipated attendance, and any other criteria as established for the determination of appropriate coverage. The County shall notify the user group during the review process set forth in paragraph K2 of these Guidelines of the types and amounts of required insurance coverage. Indian River County and Verotown must be named as additional insureds in the policy or policies of insurance. A certificate or certificates of insurance must be delivered to both the County's Risk Manager and Verotown containing the types and amounts of the required coverage, and showing the required additional insureds no later than ten (10) business days prior to the event date. In addition, the agreement to be executed by the user group and the County shall contain an indemnity from the user group to the County and Verotown for the 122 costs of any damage or destruction to the Stadium or liabilities associated with personal injury or death that occurs in connection with the use of the Stadium by the user group. E. Alcohol: Unless specifically prohibited by the County, the sale and consumption of alcoholic beverages shall be permitted during the event, subject to the following restrictions: (1) such sale and consumption shall be in accordance with (i) any applicable requirements of the City of Vero Beach relating to the sale, possession or consumption of alcohol on public property, (ii) any requirements of the County determined necessary or appropriate to protect the health, safety and welfare of the residents of the County, and (iii) any other requirements of state or federal law, and (2) such sale shall be conducted by, and under the license of, Verotown. F. Facility Use Costs: User group is responsible for any and all expenses associated with the use of the Stadium, including costs imposed by Verotown for use, including, but not limited to, parking attendants, ticket takers, security personnel, clean-up crews, concession operations, and utilities, all as set forth in Attachment 1. G. Security Deposit: User group shall post a security deposit in the amount of a minimum of Ten Thousand Dollars ($10,000) in the form of cash, or a certified or cashier's check drawn on any United States bank, irrevocable direct pay letter of credit, or surety bond issued by a surety licensed to issue surety bonds in Florida and included in the most recent United States Department of the Treasury List of Acceptable Sureties, each of the foregoing payable to Indian River County to be held by the County, and in the case of an irrevocable direct pay letter of credit or surety bond, in form and substance acceptable to the County. The County reserves the right to increase the amount of the required security deposit due to the nature of the event, and the County shall notify the User group during the review process set forth in paragraph K2 of the Guidelines of any additional amount of security deposit. The User Group shall deliver the security deposit to the County Office of Management & Budget no later than ten (10) business days prior to the event date and, if applicable, execute a cash escrow agreement between the County and the User Group, in form and substance acceptable to the County, at the time the security deposit is tendered. H. Facility Preparation and Cleanup: The user group is responsible for all costs associated with the Stadium cleanup and field restoration as set forth in Attachment 1. Verotown must approve cleanup and restoration. If the user group should fail to restore the Stadium facility and grounds, Verotown will have the authority to initiate cleanup and restoration, and any additional costs will be the sole responsibility of the user group, as set forth in Attachment 1. The County reserves the right to deduct any such additional costs from the security deposit. 2 123 I. Television Rights: Any recording or taping of the event must have the prior written approval of both Verotown and the County, which consent may be granted, denied, or conditioned by either the County or Verotown at their sole respective discretion. Nothing contained herein shall be deemed or construed to require approval by either the County or Verotown of any recording or taping of the event. J. Concessions: Concession sales and operations must have the prior written consent of Verotown which consent may be granted, denied, or conditioned by Verotown in its sole discretion. The user group will reimburse Verotown for any concession service costs incurred by Verotown, as set forth in Attachment 1. K. Procedures: A written request must be submitted by the user group's chief executive officer or board of directors to the County Administrator or his designee at least ninety (90) days in advance of the requested use date. The request must include the following: requested date(s) of use, type of event, estimated attendance, purpose, proof of non- profit status, and a listing of current board of directors and executive director. The County will coordinate with Verotown to seek the written approval of the availability of the date(s) from Verotown. 2. Review and approval shall include: County Administrator, Recreation Department, Risk Management Department, Budget Department, County Attorney and Finance Department, and the Indian River County Sheriff's Office or the Vero Beach Police Department. Additional information may be requested during the review process, including, without limitation, proposed budget and estimated expenses and revenues for the event. It is the responsibility of the requesting user group to secure all appropriate approvals. 3. After the County Administrator or designee review, the user group will be notified in writing, within thirty (30) business days after the date the request was submitted, of the status of the request; the amount of the required security deposit; the types and amounts of required insurance coverages; and the date the request will be submitted for County Commission consideration. The County Administrator or designee will submit the request to the County Commission. The County Commission may approve, approve with conditions or deny the request. The approval or disapproval is at the sole discretion of the County Commission. 4. Execution of an agreement between the County and the user group with respect to the use of the Stadium; submission of proof of ability to obtain the required insurance coverages; delivery of security deposit, and, if applicable, execution of a cash escrow agreement between the County and the user group; and delivery of certificates of required insurance coverages. 124 L. Fiscal Reports: Within thirty (30) business days after the event, a summary of expenses, revenues, and estimated attendance signed by the executive director and the chairperson of the user group's board must be submitted to the County Administrator or his designee. In addition, the user group shall submit fully executed copies of any agreements that user group has obtained in connection with the event between the user group and Verotown and any other vendor or provider of food and merchandise concessions, beverages, and other items associated with the event. M. No County Funding: County contribution is use of the Stadium on the date or dates requested by the user group. No County funding of any nature whatsoever, cash or in-kind, will be provided. N. Permits: Any and all required permits and licenses and associated costs for use based on the Indian River County Code of Ordinances, Health Department or any other regulatory authorities are the sole responsibility of the user group. Proof of permits must be provided no later than thirty (30) calendar days prior to the requested use date to the County Administrator or his designee. Failure to provide proof of required permits authorizes the County to remedy the situation including up to termination of the requested use. Any expenses incurred by the user group associated with the use of the stadium facilities prior to the time of termination of the requested use pursuant to this paragraph are the sole responsibility of the user group. O. Cancellation of event The County, in a declared emergency, may cancel the event at its sole discretion. If the user group proposes to cancel the use after the County Commission has approved the application and reserved the date(s), the user group must notify the County Administrator or his designee and Verotown in writing as soon as possible prior to the scheduled date of use. P. Discretion The County Administrator shall have discretion to waive any procedural, time period or other such requirement of the Use Guidelines when he/she determines that such waiver is in the best interests of the County. Q. Remedies Failure of the user group to comply with the terms of the agreement authorizes the County to cancel the event up to the date of the scheduled event, and may prohibit the use of the Stadium by the user group for future events at the sole discretion of the County. 4 125 ATTACHMENT 1 Section 6.04. The County's Use of Holman Stadium and the Practice Fields: The County shall have the right to use Holman Stadium and/or the practice fields, for up to ten (10) days per Lease Year, together with any use associated with the community's annual "Harvest Festival" each year, at no charge to the County (other than reimbursing VeroTown, LLC for any operating expenses incurred by VeroTown, LLC as a result of the County's use of Holman Stadium and/or the practice fields). The dates during which the County may use Holman Stadium and/or the practice fields shall be selected by mutual agreement of the parties; provided that, if the parties cannot agree on the dates, VeroTown, LLC's reasonable selection of dates shall be final and controlling. Provided, however, that VeroTown, LLC will defer to the County and cooperate in scheduling and making the Facility available for the community's annual "Harvest Festival." The County may use Holman Stadium and/or the practice fields only for functions which do not directly compete with revenue -generating events which have been otherwise arranged by VeroTown, LLC. Moreover, the County's use of Holman Stadium and/or the practice fields must not interfere in any way with VeroTown, LLC's use and quiet enjoyment of the Facility. The County shall not use or authorize the use of Holman Stadium and/or the practice fields in any manner which would have a material detrimental impact on Holman Stadium and/or the practice fields, and the County shall be and remain solely responsible for any damage or destruction to Holman Stadium and/or the practice fields by the County or its assignee. The County, or its assignee, shall be entitled to retain the revenues from ticket sales for its events, and concessions sold during the events when Holman Stadium and/or the practice fields are utilized by the County; provided, however, that although VeroTown, LLC covenants to cooperate with the County in such endeavors, VeroTown, LLC shall not be required to provide concession management services and/or any other related services during any County event. In all cases, VeroTown, LLC shall be reimbursed by the County for any operating costs and expenses incurred by VeroTown, LLC as a result of the County's use of Holman Stadium and/or the practice fields, including, but not limited to, the cost of any parking attendants, ticket takers, security personnel, clean-up crews, and the like provided by VeroTown, LLC. Prior to using Holman Stadium and/or the practice fields as provided herein, the County shall cause VeroTown, LLC to be named as an additional insured on the County's general liability insurance policy and shall deliver to VeroTown, LLC a certificate of insurance which verifies the existence of the policy and the fact that VeroTown, LLC is named as an additional insured. Lease Year means a twelve-month period commencing on May 1St of any calendar year of the Term hereof and ending on April 30th of the following calendar year; provided, however, that the first Lease Year shall commence as of the Effective Date and end on the First April 30th following the Effective Date. 1 126 /a61 INDIAN RIVER COUNTY, FLORIDA BOARD MEMORANDUM TO: John Titkanich, Jr. County Administrator THROUGH: Richard B. Szpyrka, P.E., Public Works Director THROUGH: Eric Charest, Natural Resources Manager SUBJECT: Indian River County Beaches —Sectors 3 and 5 Post Hurricanes Ian and Nicole DATE: April 24, 2023 DESCRIPTION AND CONDITIONS Indian River County's coastline suffered significant erosional losses to the beach and dune system from the impacts of Hurricane Ian on September 28, 2022, followed closely by Hurricane Nicole on November 10, 2022. The impacts of these storms lasted well beyond the initial day of the storm, with the increased wave activity and high surf created by the Hurricanes in the Atlantic Ocean further contributing to beach and dune erosion throughout the County's beaches for several days. The impacts from these storms resulted in extensive areas where significant dune erosion and beach berm lowering were observed. County staff immediately met with representatives from the Federal Emergency Management Agency (FEMA), Florida Division of Emergency Management (FDEM), and Florida Department of Environmental Protection (FDEP), and Coastal Engineering consultants to quantify the erosional impacts from these storms. Staff continues to work with the above agencies to best position the County in requesting federal and state funding to support future repair efforts to the beach and dune systems within the County's Engineered and Maintained beaches (Sectors 3 and 5). Paramount to identifying sand losses to support Federal funding requests are completion of hydrographic surveys that capture sand changes within the near -shore coastal system. The surveys performed by Morgan and Eklund (under a Board of County Commissioners (BCC) approved contract for Professional Land Surveying and Mapping Services) included both onshore and offshore profile lines at approximately 1,000 -foot intervals. Draft Damage Assessment Reports take into account this survey data, along with other observational impacts for the County's Engineered and Maintained beaches have been developed by APTIM Environmental & Infrastructure, LLC (APTIM) under a BCC approved Workorder for that activity. These reports will be used to support the County's requests for funding sources to assist the County in any future Hurricane Ian and Nicole beach and/or dune repairs. As the review of sand losses and the Damage Assessment reports continue, County staff remain committed to ensuring the needs of the County's coastline are well documented and known throughout the regulatory and funding community. This can be seen in the coordinated effort between the County and the FDEP in the Department's Hurricane Ian & Hurricane Nicole 127 Page 2 IRC Beaches—Sectors 3 and 5 Post Hurricanes Ian and Nicole May 2, 2023 BCC Agenda Item Preliminary Post -Storm Beach Conditions and Coastal Impact Report (December 2022) and subsequent Hurricanes Ian and Nicole Recovery Plan for Florida's Beach and Dune System (December 2022) in which the County provided estimated losses and project costs attributed to impacts from the storms. It is important to note that the estimates included in the FDEP documents were based on visual observations from staff immediately after the storm and estimated projected costs. Through these coordinated efforts, the preliminary dune and beach needs identified by the County and contained in the FDEP's Recovery Plan were identified to receive a portion of a 2022 Special Session Funding from the FDEP. The County was identified as receiving $4,080,388 in that Special Session Grant Fund. Although a significant amount of money, that represents only portion of the estimated repair costs to the County's beaches. The County has since provided an update to the FDEP to this preliminary information which the FDEP has indicated will be used in the current session to pursue additional funds to help entities, such as the County, address costs for future repair projects above and beyond any funding that might be made available by FEMA and other agencies. The County currently maintains Federal and State permits for beach nourishment activities within the Engineered and Maintained beaches of Sectors 3 and 5 that allow for sand placement activities. These permits were issued prior to the recent nourishment activities, and followed the County's nourishment of Sector 5 (completed 2020) and Sector 3 (completed 2022). Permit conditions require extensive pre- and post -construction monitoring, such as (but not limited to) nearshore hardbottom monitoring, physical surveying and sea turtle/shorebird monitoring. Pre -construction monitoring activities are required in advance of nourishment projects, many of which require extensive planning and months of field work. County staff have had preliminary discussions with the permitting agencies in order to identify any pre -construction needs that would be required in advance of a future nourishment/dune repair project. These conversations are being held in order for staff to inform the BCC of any anticipated pre -construction costs and timelines that would dictate timeframes for any future nourishment/repair projects. The County's recent nourishment projects in Sectors 3 and 5 require post -construction monitoring take place for several years beyond sand placement. The County currently stands in a good position of utilizing the post -construction monitoring already approved by the BCC to double as some of the require pre -construction monitoring for Sectors 3 and 5 should additional Federal and/or State funding be made available to move forward with a future nourishment/dune repair project this upcoming construction season (November 1, 2023 through March 31, 2024). There would be additional steps needed in order to incorporate the current conditions field identified in on-going post -construction monitoring into permit template updates along with the minor permit modifications, but from a time standpoint, the lengthy and costly post -construction monitoring would not need to be duplicated to cover pre -construction monitoring requirements. 128 Page 3 IRC Beaches—Sectors 3 and 5 Post Hurricanes Ian and Nicole May 2, 2023 BCC Agenda Item FUNDING Funding is not needed for this BCC agenda item, but should future nourishment/dune repair activities need to take place to address the erosional losses from Hurricanes Ian and Nicole, the preliminary construction costs of such activities on the Engineered and Maintained beaches the County oversees (Sectors 3 and 5) have been estimated to be: Managed Sector Sand volume Dune/Full Template Nourishment Estimated Cost Sector 3 92,800 to 399,500 cubic yards $ 7,553,948 to $ 26,610,292 Sector 5 13,036 to 112,100 cubic yards $ 2,002,694 to $ 8,357,887 RECOMMENDATION Staff recommends the BCC continue to support Staff's on-going discussions with FEMA, FDEM, FDEP and other regulatory permitting agencies in order to continue to pursue funding sources for any potential future nourishment/dune repair projects addressing the impacts from Hurricanes Ian and Nicole. ATTACHMENTS 1. Draft Sector 3 Storm Damage Report 2. Draft Sector 5 Storm Damage Report APPROVED AGENDA ITEM FOR: MAY 2, 2023 129 INDIAN RIVER COUNTY, FL SECTOR 3 BEACH & DUNE RESTORATION PROJECT STORM DAMAGE REPORT: HURRICANES IAN & NICOLE \\� nn t� i• Prepared for: Indian River County, FL Public Works Department Coastal Engineering Division 1801271 Street, Building A Vero Beach, FL 32960 APTlM ntal &Infrastructure, LLC 6401 Congress Avenue, Suite 140 Boca Raton, FL 33487 March 2023 130 INDIAN RIVER COUNTY, FL SECTOR 3 BEACH & DUNE RESTORATION PROJECT STORM DAMAGE REPORT: HURRICANES IAN & NICOLE EXECUTIVE SUMMARY This report documents the changes in shoreline width and beach volume to the 6.6 -mile Indian River County, FL, Sector 3 Beach and Dune Restoration Project caused by the effects of Hurricanes Ian and Nicole. On September 28, 2022, Hurricane Ian made landfall in the United States on Cayo Costa in Lee County. One day later, the eye passed over Brevard County, immediately north of Indian River County as a tropical storm, generating wave heights over 11 feet offshore of the County's coastline. The storm's path relative to Indian River County resulted in elevated storm surge and large waves impacting the County's beaches for several days while the storm approached and passed. On November 10, 2022, Hurricane Nicole made landfall just south of Vero Beach in Indian River County as a Category 1 hurricane. The large wind field and direct impact with the County generated wave heights of nearly 19 feet offshore of the County's coastline. The result of both storms to the Sector 3 project area was appreciable erosion to the beach berm and dunes. As a regularly maintained local- and State -funded engineered beach restoration project, the Indian River County, FL, Sector 3 Beach & Dune Restoration Project qualifies for post -disaster relief from the Federal Emergency Management Agency (FEMA) Public Assistance Program (Category G). During the storm inter -survey period, the Sector 3 engineered beach project experienced an average shoreline retreat of -3.4 ft, an average dune retreat of -21.1 ft, and a beach volume loss of -154,300 cy above the depth of closure (average of -4.4 cy/ft). For the 8 -month period between the pre -storm survey (May 2022) and post -storm survey (January 2023), a background sand loss of -61,500 cy was estimated for the project area. After removing the background loss from the measured loss, the Sector 3 engineered beach project is estimated to have lost -92,800 cy of sand directly attributed to the impacts of Hurricanes Ian and Nicole. Although the storm caused significant damage to the dry beach, the measured net volume over the entire active profile (to the depth of closure) was relatively moderate. It is unlikely that the dry beach will recover to pre -storm conditions based on the normal wave climate of the area. The changes for both project areas due to Hurricane Ian and Hurricane Nicole are described herein to provide FEMA with data needed to develop the Project Worksheets (PW). The estimated cost to repair the damages from the 2022 hurricane season ranges from $7,553,948.10 to $26,610,292.55 (with 10% added for contingency) depending on type of volume losses considered (total profile loss to the depth of closure versus losses from construction template). i APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 131 INDIAN RIVER COUNTY, FL SECTOR 3 BEACH & DUNE RESTORATION PROJECT STORM DAMAGE REPORT: HURRICANES IAN & NICOLE Table of Contents Introduction..............................................................................................................................1 Background........................................................................................................................2 2002 Hurricane Season.......................................................................................................6 Beach Profile Data Collection..................................................................................14 Shoreline and Dune Position Change .......................... ...... .........................................17 BeachVolume Change ....................................... ................................................................ 20 DuneVegetation ................................................. ..................................................................29 Cost Estimate Summary ...... References .... Figure a No. 2 4 5 6 7 8 9 10 11 12 13 14 15 Table No. 2 .............................................................. ............................29 .................................. ........ .............. .......................31 .......................... ..................:. 32 f Figures Sector 3 Project Location Map= ..... Typical Beach Fill Construction Template.................:.................................................3 Radar Image of Hurricane Ian on September 28, 2022 ..................................................7 Hurricane Ian's Path and Cumulative Wind History ......................................................7 Oceanographic Data Collection Stations near Indian River County .............................8 Significant Wave Heights Measured during Hurricane Ian............................................9 Water Levels Measured' during Hurricane Ian..............................................................10 Pathof Hurricane Nicole .........................................................................................11 Significant Wave Heights Measured during Hurricane Nicole....................................12 Water Levels Measured during Hurricane Nicole........................................................13 Shoreline and Dune Position Change...........................................................................19 BeachVolume Change.................................................................................................24 Post -storm Profile Adjustment......................................................................................26 Volume Lost under Design Template...........................................................................27 Newly planted sea oats as part of Sector 3 Beach and Dune Restoration Project ........29 List of Tables Physical Monitoring Schedule........................................................................................4 Beach Profile Monument Control.................................................................................15 ii APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 132 INDIAN RIVER COUNTY, FL SECTOR 3 BEACH & DUNE RESTORATION PROJECT STORM DAMAGE REPORT: HURRICANES IAN & NICOLE Table of Contents Cont'd List of Tables Table No. 3 Tidal Datums Established at Vero Beach (Ocean), FL..................................................16 4 Contour Changes...........................................................................................................18 5 Seaward Limit of Volumetric Analysis (Depth of Closure).........................................20 6 Volume Losses above MHW for Storm Impact Evaluation .............. ........................22 7 Beach Volume Change.................................................................................................25 8 Volume Lost Under Construction Template.................................................................28 9 Estimated Construction Cost to Replace Volume Change to DOC..............................30 10 Estimated Construction Cost to Replace Template Losses...........................................30 List of Appendices Appendix A Beach Profile Cross -Sections B Pre- and Post -Storm Photographs iii APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 133 INDIAN RIVER COUNTY, FL SECTOR 3 BEACH & DUNE RESTORATION PROJECT STORM DAMAGE REPORT: HURRICANES IAN & NICOLE INTRODUCTION This report documents the changes in beach volume to the 6.6 -mile Indian River County, FL, Sector 3 Beach & Dune Restoration Project caused by the effects of Hurricanes Ian and Nicole on September 28-29 and November 10, 2022, respectively. The eye of Hurricane Ian passed immediately north of Indian River County as a tropical storm with wind gusts up to 65 mph and offshore wave heights of 11 ft. Hurricane Nicole directly impacted Indian River County as a Category 1 hurricane with maximum sustained winds of 75 mph and offshore wave heights of nearly 19 ft. Elevated storm surge and large waves from both storms, resulted in appreciable erosion to the berm and dunes. As part of the monitoring and maintenance of the engineered beach project, Indian River County authorized the collection of post -storm beach profile surveys to document the storm damages. As a regularly maintained local- and State -funded engineered beach restoration project, the Indian River County, FL, Sector 3 Beach & Dune Restoration Project qualifies for post -disaster relief from the Federal Emergency Management Agency (FEMA) Public Assistance Program (Category G). 1 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 134 2. BACKGROUND 2.1 Project Location and History The Sector 3 Beach and Dune Restoration Project is located on the east coast of Florida within Indian River County (Figure 1). The northern boundary of the project is located approximately 3.6 miles south of Sebastian Inlet. The initial project, spanning from R-20 to R-55, was completed in three phases between 2010 and 2012 — Phase 1 (2010), Phase 2 (2011), Phase 2b (2012) and resulted in the placement of approximately 560,600 cubic yards (CY) of upland sand. The project was authorized under the Florida Department of Environmental Protection (FDEP) Joint Coastal Permit No. 0285993 -001 -JC. Following comple " of th initial project, damages we tamed' during Hurricane Sandy in b 2012. Subsequently, repairs to the dunes were authorized under FDEP Permit Modification No. 085993 -008 -JN. The Figure 1. Sector 3 Project Location Map. dune repair project, spanning from R-24 to R-55, was constructed during the winter of 2014/15 and resulted in the placement of approximately 173,100 cy of upland sand. The most recent Sector 3 Beach and Dune Renourishment Project was constructed in two phases between January 2021 and March 2022 under Florida Department of Environmental Protection (FDEP) Permit No. 0285993 -009 -JC. Phase 1 (2021) spanned from R-20 to R-40 and Phase 2 (2021 — 2022) spanned from R-40 to R-55. The total placement of material in the combined Phase 1 and Phase 2 project area was approximately 552,400 cy of upland sand. Additionally, dune vegetation was installed along the dune crest following sand placement. A total of 713,359 plants were installed, consisting of four plant types including sea oats (80%), dune panic grass (10%), with railroad vine, and beach elder making up the remainder (10%). 2 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 135 2.2 Project Design In 1998, the County formulated a conceptual plan for maintenance of County beaches as identified in the Indian River County Beach Preservation Plan (BPP). In 2007, the County updated the BPP to address the 2004 and 2005 hurricane impacts and to refine the County's overall plan for the beaches (Coastal Tech, 2008a; subsequently updated by CB&I, 2015). As identified in the Sector 3 Project Design and Feasibility Report (APTIM, 2018), the County's goal was to mitigate ongoing and historical erosion of the beach. The Project was designed to partially restore the beach and dune to 1972 conditions to the extent feasible while incurring "no impact" to the nearshore hardbottom communities fronting the project area. Figure 2 depicts the typical design construction template for the beach restoration project. The key elements of the 2021-2022 project design, as permitted, include sand placement for: a) restoration of the beach berm from R-20 to R-51.3 from the toe of the restored dune extending seaward at a 1 V: l OH slope to match the existing grade, b) restoration of the beach berm from R-51.3 to R-55 from the toe of the restored dune extending seaward at a IV: I OHslope with no material placed seaward of the MHW line, c) restoration of the dune from R-20 to R-55 to include: • a dune crest elevation of +11.0 feet NAVD88 from R-20 to R-24 that tapered up to a +12.0 feet NAVD88 dune crest elevation from R-25 to R-27 that tapered up to a +15.0 feet NAVD88 dune crest elevation from R-28 to R-55 — with native dune vegetation planted on the restored dune crest, • a landward slope on the restored dune backslope at 1 V: 5H — where applicable, and • a seaward slope on the restored dune face at 1 V:3H from the dune crest to the seaward toe of the restored dune. 20 1V:5H Back to Existing (M needed) +11' fw R-20 to R-24 (baNWOn between R-24 & R-25) +12' kw R-25 to R-27.5 (traneNton at R27.5 fleld determined) Dune Crest +15' for 8.27.5 to R-55 10 m zo (or Mateh 6tlsting) 15 y Berm Crest (width verbs; 0' w min 12') �1 j 10 +7.0' for R-20 to R-24 (transition between R-24 & R-25) Q 7.5' br R-25 to R40 (transition between R40 & R41) �+8.0' br R41 to R-55 Z H C 0 5 > m 10 —11 W w.5 NAVD (MHW) 0 Representative. Dlstw9ed 1V:5H . _ . .. ... . -20 0 20 40 00 80 100 120 140 180 180 200 220 240 280 Offshore Distance from R -Monument (ft, representative profile) Figure 2. Typical Beach Fill Construction Template. 3 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 136 2.3 Post -Construction Monitoring Program Physical monitoring for the project is required under the FDEP Permit No. No. 0285993 -009 -JC, Specific Condition 31. The Physical Monitoring Plan was approved by the FDEP in April 2020, prior to construction of the 2021-2022 project. The plan consists of numerous elements that track the physical performance of the beach restoration project, including analysis of beach profile surveys, aerial photography, and beach sand sampling. Bathymetric surveys of the borrow area are not required due to the project being constructed from an upland source. Table 1 lists the schedule of events required for physical monitoring. One post -construction monitoring report was completed in July 2022. Post -storm beach profile surveys are not required in the scope of the annual physical monitoring program; however, post -storm profiles were collected by the County to document storm damages following Hurricane Ian and Hurricane Nicole in winter 2022/2023. Table 1. Physical Monitoring Schedule Task Schedule of Events Project Construction Beach Profile Surveys Aerial Photography Beach Sand Sampling - Report .- Construction Phase Pre Post Year 1 Year 2 Year 3 Year 4 Year 5 This schedule continues biennially until the next beach nourishment event or the expiration of the project design life, whichever comes first. 2.4 Public Assistance Eligibility The Robert T. Stafford Disaster Relief and Emergency Assistance Act, as Amended (Stafford Act), Title 42 of the United States Code § 5121 et seq., authorizes the President to provide Federal assistance when the magnitude of an incident or threatened incident exceeds the affected State, Territorial, Indian Tribal, and local government capabilities to respond or recover.' Administered by the Federal Emergency Management Agency (FEMA) via its Public Assistance Program, ' For the Federal government to provide assistance, the President must declare that an emergency or major disaster exists (Emergency Declaration). 4 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 137 restoration of a damaged public facility is eligible for assistance (Category G for beaches). Section 102(9) of the Stafford Act defines a public facility, and Title 44 of the Code of Federal Regulations (CFR), Section 206.201(c) further defines a facility as "an improved and maintained natural feature." 44 CFR. § 206.2260) outlines eligibility criteria for Beaches as engineered infrastructure under the following conditions: • The beach is not a federally constructed shoreline under the specific authority of USACE. o The Indian River County, FL, Sector 3 Beach & Dune Restoration Project is a non - Federal project. • The beach was constructed by the placement of imported sand (of proper grain size) to a designed elevation, width, and slope. o The Indian River County, FL, Sector 3 Beach & Dune Renourishment Project has been constructed to design drawings and specifications using imported sand of proper grain size to established elevations, widths, and slopes. Additionally, all imported sand followed and remained in compliance with all permit approved Sediment QA/QC plans. • The Applicant has established and adhered to a maintenance program involving periodic renourishment with imported sand to preserve the original design. o The maintenance program for this project was established in the County's Beach Preservation Plan (CB&I, 2015). The program was optimized to a 7 -year renourishment interval with the placement of 301,000 cy of sand during each renourishment event. To track project performance and refine the renourishment interval and volume requirement, annual physical monitoring has taken place continuously since the initial project completion in 2012. To perform the requisite monitoring and maintenance of the beach fill project, Indian River County has been fully committed to utilizing existing taxing mechanisms, including a Tourist Development Tax (a.k.a. "Bed Tax") and potential Local Option Sales Tax, in combination with the cost-sharing contributions of the Florida Department of Environmental Protection Beach Management Funding Assistance Program. Concurrent with the prior commitment, the County has the capability and intent to continue to perform the requisite future monitoring and maintenance of the project. Implicit in the eligibility regulations is the requirement that the applicant regularly document the condition of the project area. To date, numerous reports have been prepared that: ■ Document the post -construction condition — Coastal Tech (2010, 2011, 2012), CB&I (2015), and APTIM (2022). ■ Document the monitoring and performance over the life of the project since construction — Coastal Tech (2011, 2012), CB&I (2013, 2014, 2015, 2016), APTIM (2017, 2018, 2019), and 2023 monitoring scheduled. a To facilitate the processing of PA funding, FEMA separates Emergency Work into two categories and Permanent Work into five categories based on general types of facilities. Permanent work to restore engineered beaches falls under Category G — Parks, Recreation, Other. 5 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 138 In addition, the Public Assistance Program administered by FEMA provides assistance for emergency work on beaches under the Emergency Protective Measures (Category B) program. Category B assistance is available if "a natural or engineered beach has eroded to a point where a 5 -year flood could damage improved property, cost effective emergency protective measures on the beach that protect against damage from that flood are eligible." Eligible emergency work measures include: • Construction of emergency sand berms to protect against additional damage from a 5 -year flood. Emergency berms may be constructed with sand recovered from the beach or with imported sand. If imported sand is chosen to repair the berm, FEMA will only provide public assistance funding if the sand is from a source that meets applicable environmental regulations and one of the following circumstances exists: o Recoverable quantities are insufficient;, or o State, Territorial, Tribal, or local government regulations prohibit placement of the recovered sand. The Emergency Protective Measures will cover the following work based on the expected erosion for a 5 -year flood: • Provide funding for emergency berms constructed with up to 6 cy per linear foot of sand above the 5 -year stillwater elevation or the berm's pre -storm profile, whichever is less. • Placement of sand below the 5 -year Stillwater elevation is also eligible as part of the emergency protective measure if it is necessary to provide a base for the berm. • Placement of dune grass on an emergency berm is eligible only if it is required by permit and is an established, enforced, uniform practice that applies to the construction of all emergency berms within the applicant's jurisdiction. 3. 2022 HURRICANE SEASON 3.1 Hurricane Ian On September 26, 2022, Hurricane Ian developed into a Category 1 hurricane approximately 300 miles south of Cuba. On the morning of September 27, 2022, Hurricane Ian had strengthened into a Category 3 hurricane, and hit Cuba, causing nationwide power outages. Hurricane Ian moved north and strengthened to a Category 4 while moving across the Gulf of Mexico. Hurricane Ian made landfall on the United States in Lee County on September 28 around 3 p.m. as a Category 4 hurricane, delivering hurricane force winds and causing massive storm surge to the southwest coast of Florida. Figure 3 shows a radar image of Ian's wind field after landfall in Florida. The cyclone slowly moved west across the Florida peninsula and weakened to a tropical storm. After reaching the Atlantic Ocean, it again intensified into a Category 1 hurricane before making landfall once more near Georgetown, South Carolina, on September 30. Hurricane Ian then weakened to a post -tropical cyclone as it moved into North Carolina. Figure 4 plots the track of Hurricane Ian. 6 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 139 Z8, 2022. Figure 4. Hurricane Ian's Path and Cumulative Wind History. (Source: National Oceanic and Atmospheric Administration) 7 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 140 s. S .. � s Z8, 2022. Figure 4. Hurricane Ian's Path and Cumulative Wind History. (Source: National Oceanic and Atmospheric Administration) 7 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 140 Hurricane Ian was a tropical storm when it hit Indian River County and developed into a Category 1 hurricane shortly after moving off the County's coast. The large wind field produced wave heights over 11 ft offshore of the County's coastline. The storm's path relative to Indian River County resulted in elevated storm surge and large waves impacting the County's beaches for several days while the storm approached and passed offshore. The result was appreciable erosion to the beach berm and dunes of Sector 3. Post -storm photographs of the Sector 3 shoreline are found in Appendix B. Figure 5 displays the location of oceanographic data collection stations in the vicinity of Indian River County. The wave climate offshore of Indian River County is assumed to be representative of data collected by an offshore waverider buoy, Station 41114 — Fort Pierce, FL (134), published by the National Data Buoy Center (NOAA, 2022a). The buoy is located about 5 nautical miles offshore of the Indian River County / St. Lucie County line, in a water depth of approximately 53 ft. Data collection from the buoy includes significant wave height, wave period, wave direction, and other standard oceanographic and meteorological data. Water levels near the coast of Indian River County sumed to be repreuentative of data collected by a tidal station located in the Trident Basin of the interior of Port Canaveral; Trident Pier, FL — Station ID: 8721604 (NOAA, 2022b). The station is located about 35 nautical miles north of the northern Indian River County boundary. It is noted that the tide gage is not located on the open AtlanticOcean coast. Rather, the station is somewhat sheltered and does not experience the dynamic storm surge (including wave setup) that occurs on the open coast. Figure 5. Oceanographic Data Collection Stations near Indian River County. 8 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 141 Figure 6 displays the time series of significant wave height measured at the Fort Pierce Buoy as Hurricane Ian impacted the area. The significant wave heights reported at the buoy are an average of the largest 1/3rd of all wave heights during a 20 -minute sampling period (thus, there were waves that passed the buoy during the 20 -minute period that were larger than the reported height). Significant wave heights peaked at approximately 11 ft in the morning of September 29, as the storm passed offshore of the County. Figure 7 displays the time series of water levels measured at the Trident Basin station as Hurricane Ian impacted the area. The greatest storm surge, calculated as the difference between the observed water level and the predicted tide, was +2.9 ft during the morning of September 29. The storm surge resulted in a storm tide4 of +3.9 ft NAVD at its peak. Based on pre- and post -storm profile 3 Storm surge is defined as the abnormal rise of water generated by a storm, over and above the predicted astronomical tide, and is expressed in terms of height above normal ride levels. Because storm surge represents the deviation from normal water levels, it is not referenced to a vertical datum. 4 Storm tide is defined as the water level due to the combination of storm surge and the astronomical tide, and is expressed in terms of height above a vertical datum, i.e. the North American Vertical Datum of 1988 (NAVD88). 9 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 142 inspection, wave impacts and runup reached the toe of the dune in many places, which resides at around +7.5 ft NAVD along most of the County's coast. 4 _2 i 9/2OW22 tWW2 9/? WW 3.2 Hurricane Nicole 91� ailsW2tf�,2 #!II�t; els Me ed during Hurricane Ian. Hurricane Nicole was a sprawling late -season Category 1 hurricane in November 2022, with storm -force winds extending approximately 970 miles in diameter. Nicole was the fourteenth named storm and eighth hurricane of the 2022 Atlantic hurricane season. Nicole formed as a subtropical cyclone on November 7, from a non -tropical area of low pressure near the Greater Antilles and transitioned into a tropical cyclone the next day. On November 9, Hurricane Nicole made landfall on Great Abaco Island, where it strengthened into a Category 1 hurricane with sustained winds of 70 mph (I 10 km/h). On November 10, Hurricane Nicole made landfall on North Hutchinson Island, just south of Vero Beach, Florida, with 75 mph winds. The storm made a direct impact with Indian River County as a Category 1 hurricane. Nicole subsequently made its second landfall at Cedar Key after briefly emerging over the Gulf of Mexico. Nicole then 10 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 143 2 t i B t 1 i Hurricane Nicole was a sprawling late -season Category 1 hurricane in November 2022, with storm -force winds extending approximately 970 miles in diameter. Nicole was the fourteenth named storm and eighth hurricane of the 2022 Atlantic hurricane season. Nicole formed as a subtropical cyclone on November 7, from a non -tropical area of low pressure near the Greater Antilles and transitioned into a tropical cyclone the next day. On November 9, Hurricane Nicole made landfall on Great Abaco Island, where it strengthened into a Category 1 hurricane with sustained winds of 70 mph (I 10 km/h). On November 10, Hurricane Nicole made landfall on North Hutchinson Island, just south of Vero Beach, Florida, with 75 mph winds. The storm made a direct impact with Indian River County as a Category 1 hurricane. Nicole subsequently made its second landfall at Cedar Key after briefly emerging over the Gulf of Mexico. Nicole then 10 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 143 weakened to a depression while moving over the Florida Panhandle, and then was absorbed into a mid -latitude trough and cold front over extreme eastern Tennessee the following day. The storm path is shown in Figure 8. Figure 8. Path of Hurricane Nicole (NOAA 2022). Nicole crossed the same region in Florida devastated six weeks earlier by Hurricane Ian, and was the first hurricane to make landfall on Florida's east coast since Katrina in 2005. Despite being relatively weak, Nicole's large size produced widespread heavy rainfall and strong winds across the Greater Antilles, the Bahamas, and Florida, knocking out power and inflicting significant damage in many areas. Days of strong onshore wind flow onto the east coast of Florida produced severe beach erosion, especially in Indian River County. Figure 9 displays the time series of significant wave height measured at the Fort Pierce Buoy (NDBC #41114) as Hurricane Nicole impacted the area. Significant wave heights peaked at approximately 19 ft on November 9. The wave height readings went out shortly after the peak height was recorded. The storm's path relative to Indian River County resulted in elevated storm surge and large waves impacting the County's beaches for several days while the storm approached and impacted the County. The result was appreciable erosion to the beach berm and dunes of Sector 3. Post -storm photographs of the Sector 3 shoreline are found in Appendix B. 11 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 144 Figure 9. Significant Wave Heights Measured during Hurricane Nicole. Figure 10 displays the time series of water levels measured at the Trident Basin station as Hurricane Nicole impacted the area. The greatest storm surge, calculated as the difference between the observed water level and the predicted tide, was +5.8 ft during the morning of November 10. The storm surge resulted in a storm tide of +4.7 ft NAVD at its peak. Based on pre- and post - storm profile inspection, wave impacts and runup reached the toe of the dune in many places and further exacerbated the conditions from Hurricane Ian. 12 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 145 i: Hurricane Nicole Significant Wave Height - 16: Fort Pierce Buoy t Station 41114 Figure 9. Significant Wave Heights Measured during Hurricane Nicole. Figure 10 displays the time series of water levels measured at the Trident Basin station as Hurricane Nicole impacted the area. The greatest storm surge, calculated as the difference between the observed water level and the predicted tide, was +5.8 ft during the morning of November 10. The storm surge resulted in a storm tide of +4.7 ft NAVD at its peak. Based on pre- and post - storm profile inspection, wave impacts and runup reached the toe of the dune in many places and further exacerbated the conditions from Hurricane Ian. 12 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 145 i: Hurricane Nicole Significant Wave Height - 16: Fort Pierce Buoy Station 41114 5 n. miles offshore IRC/SLC line 14 53 ft water depth f� LZ u Figure 9. Significant Wave Heights Measured during Hurricane Nicole. Figure 10 displays the time series of water levels measured at the Trident Basin station as Hurricane Nicole impacted the area. The greatest storm surge, calculated as the difference between the observed water level and the predicted tide, was +5.8 ft during the morning of November 10. The storm surge resulted in a storm tide of +4.7 ft NAVD at its peak. Based on pre- and post - storm profile inspection, wave impacts and runup reached the toe of the dune in many places and further exacerbated the conditions from Hurricane Ian. 12 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 145 5 ! 5 aQ 2 4 N 1 LU j.. i -1 2 5 ! 5 a N j.. i 4. BEACH PROFILE DATA COLLECTION Beach profile surveys collected before the passing of Hurricane Ian and after the passing of Hurricane Nicole were utilized to represent pre- and post -storm conditions. These profile sets are listed and described below. Table 2 lists the survey control of the profiles. Cross section plots of the surveyed profiles are displayed in Appendix A. Pre -Ian Survey: The pre -Ian survey was collected between April 7 and May 7, 2022, by Morgan & Eklund, Inc. as part of the County's 2022 annual physical monitoring effort. The onshore survey was collected between April 7 and May 7, while the offshore survey was collected on May 6. Post -Ian Survey: The post -Ian survey was collected in the onshore/nearshore between October 24 and November 1, 2022, by Morgan & Eklund, Inc. The onshore/nearshore surveys are only complete from R-20 to R-37 due to the survey not being completed prior to the passing of Hurricane Nicole. No offshore data was collected, and this dataset only represents a portion of the dry beach within the Sector 3 Project Area. Post -Nicole Survey: The post -Nicole survey was collected between December 6, 2022, and January 9, 2023, by Morgan & Eklund, Inc. Theo ore survey was colle December 6 and 7, while the offshore survey was collected on Jan d 9. 2.z 14 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 147 Table 2. Beach Profile Monument Control R-20 842,898.8 1,264,643.7 70 988.1 M-21 843,254.5 1,263, 721.9 1 2s.5 -22 843,751.7 1,262,823.8 0 23 844,158.1 1,261,888.2 7RN' 998.9 *-24 844,565.8 1,260,976.4 7 20.2 R-25 845,052.9 1,259,967.6 `- 961.7 R-26 845,441.6 1,259,087.9 7 758.9 R-27 845,818.0 1,258,429.0 3 46A R-28 846,320.8 1,257,511.8 '> . . 962.5 -29 846,807.7 1,256,681.5 9.2 IWR-30 847,271.1 1,255,773.8 7 37.0 T-31 847,677.8 1,254,929.7 956.8 R-32 848,083.7 1,254,063.2 990.0 R-33 848,497.9 1,253,164.0 .9.5 R-34 848,869.7 1,252,27. R-35 849,305.2 1,251,318.6 55.0 70JAWMEM . 861.4 T-36 849,634.4 1,250,522.6 7 984.3 R-37 850,067.0 1,249,63$. 973.2 -38 850,470.1 1,248,752.6 1jjffMNW- 958.0 K-39 850,813.7 1,247,858.4 7d 1,011.8 WR -40 851,288.1 1,246,964.6 70 1,084.8 R-41 851,770.0 1,245,992.7 70 996.2 NWA -42 852,279.9 1,245,136.9 70 1,361.2 R-43 852,926.6 1,243,939.1 70 672.9 R-44 853,257.5 1,243,353.2 ; 023.8 tUg�t-45 853,652.5 1,242,408.6 a, 931.4 'T-46 854,053.3 1,241,567.8 989.0 R-47 854,515.6 1,240,693.5 70 AW 979.3 W,P-48 854,750.4 1,239,742.8 70 ` -WR -49 855,298.8 1,238,891.3 1012.9 70 -50 855,660.9 1,237,922.7 034.0 70 &R0 OLA -51 856,032.2 1,236,972.3 70 984.3 IIA -52 856,362.9 1,236,045.1 70 1,029.8 -53 856,624.3 1,235,049.1 70 013.0 „-54 856,897.5 1,234,073.6 974.8 R-55 857,087.8 1,233,117.6 TOTAL IR -20 to R-551: 34.696.8 15 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 148 Unless otherwise stated, the vertical datum utilized in this report is the North American Vertical Datum of 1988 (referred to as NAVD88 or NAVD). Tidal datums for the ocean shorefront of Vero Beach (Station ID 8722105) were obtained from NOAA Tides & Currents (NOAA, 2022b), and are summarized in Table 3. To conform to previous studies within the County, a MHW elevation of +0.6 ft NAVD is defined in this report. This MHW elevation is consistent with the elevation of the MHW line surveyed in 2009 to establish the Erosion Control Line in Sector 3. Table 3. Tidal Datums Established at Vero Beach (Ocean), FL MHHW = 3.90 ft MHW = 3.57 ft NAVD88 = 3.02 ft ;3 16 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 149 Elevation Elevation D. Mean Higher -High Water (MHHW) +0.88 +3.90 Mean High Water (MHW) +0.55 +3.57 North American Vertical Datum of 1988 (NAVD88) 0 +3.02 Mean Sea Level (MSL) -1.14 +1.88 Mean Tide Level (MTL) -1.14 +1.88 National Geodetic Vertical Datum of 1929 (NGVD29) -1.48 +1.54 Mean Low Water (MLW) -2.83 +0.19 Mean Lower -Low Water (MLLW) -3.02 0 MHHW = 3.90 ft MHW = 3.57 ft NAVD88 = 3.02 ft ;3 16 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 149 5. SHORELINE AND DUNE POSITION CHANGE Beach profile surveys collected before and after the 2022 hurricane season were analyzed to quantify the change in the location of the Mean High Water Line (MHWL) and dune position. • MHW Shoreline: The MHW tidal datum for the ocean shorefront of Indian River County is identified by NOAA Tides & Currents (Station ID 8722105) to be at +0.55 ft NAVD. FDEP's Land Boundary Information System (LABINS) also provides interpolated MHW elevations along the County's ocean shorefront at approximate one -mile intervals. At the County's northernmost location, the MHW is specified at +0.63 ft NAVD, while it is +0.54 ft at the southernmost County location. Considering typical vertical survey accuracy (typically ± 0.2 ft), and to conform to previous studies within the County, a MHW elevation of +0.6 ft NAVD is used to define the shoreline location. • Dune Position: The dune position is defined as the seaward -most cross -shore location of the +10 -ft contour. This contour typically corresponds to the seaward face of the dune, and has been used to track the dune position in previous studies, including the County's Beach Preservation Plan (CB&I, 2015). The dune crest is slightly lower along the northernmost portion of the Sector 3 project area; as such, north of and including R-24, the +9 -ft contour is identified to define the dune position. The results of the contour change analysis are summarized in Table 4 and Figure 11. The MHW shoreline experienced an average landward retreat of -3.4 ft between the pre- and post -storm surveys. The greatest retreat, averaging -16.9 ft, occurred along the northern portion of the project between R-20 and R-23. This area also experienced significant deflation of the beach berm, with profile lowering by as much as 3 to 4 ft. The dune position experienced an average landward retreat of -21.1 ft, with at least -30 ft of dune retreat experienced at six monuments throughout the Sector (R-20, R-23, R-40, R-48, R-52, and R-53). These dune impacts are not expected to recover naturally based upon environmental conditions and have diminished the storm protection provided by the dune to upland infrastructure. 17 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 150 Table 4. Contour Changes . Contour Change (feet) R-20 -33.7 -31.5 R-21 -4.0 -25.0 R-22 -5.5 -27.1 R-23 -24.3 -30.0 R-24 -15.2 -22.5 R-25 -6.9 -22.8 R-26 -12.1 -16.4 R-27 -5.9 -29.4 R-28 -2.9 -29.7 R-29 -11.0 -24.7 R-30 -5.3 -26.4 T-31 -8.9 -26.7 R-32 -2.7 -18.2 R-33 -3.2 -17.3 R-34 -4.7 -19.4 R-35 -1.5 -24.9 T-36 -0.9 -24.2 R-37 -1.9 -22.7 T-38 -10.5 -0.5 R-39 -4.5 0.6 R-40 -5.8 -33.8 R-41 13.8 -24.5 R-42 -1.9 -22.8 R-43 4.5 -26.4 R-44 18.7 -21.5 T-45 1.1 -15.7 T-46 11.7 -10.4 R-47 6.2 -26.1 R-48 3.9 -31.0 R-49 -3.0 3.6 R-50 2.5 6.8 R-51 -8.1 -22.9 R-52 -8.2 -30.7 R-53 -4.9 -34.8 R-54 8.0 -23.6 R-55 5.0 -8.2 Average: -3.4 -21.1 'MHWL defined at+0.6 feet NAVD88. 2Dune defined at +10.0 ft NAVD88 south of R-24. Dune defined at +9.0 ft NAVD88 north and including R-24. 6. BEACH VOLUME CHANGE Pre- and post -storm beach profile surveys were directly compared to estimate volumetric changes. Volume changes at the profile transects are described in terms of volume density change, reported in cubic yards per alongshore foot of beach (cy/ft). Volume change between the roughly 1000 -ft spaced transects are calculated by using the average -end -area method, and reported in cubic yards (cy). Volume changes were calculated from the landward side of the dune out to an offshore depth of closure (DOC) in order to include the entire active beach profile. • Seaward Limit of Volumetric Analysis (Depth of Closure) Due to the jagged nature of the nearshore hardbottom found just offshore of the project beach, volume calculations are unreliable along this substrate; therefore, volume changes along the profiles are terminated at the landward extent of the hardbottom. Due to the highly variable nature of the offshore location of the hardbottom, a seaward limit of volume calculation is specified for each R -monument profile within the study area. As such, volume calculations represent seabed changes landward of the location at which movement of sediment could reasonably be estimated, while discounting the naturally irregular hardbottom seafloor. The seaward limit is specified at each R -monument in both the distance offshore and elevation (Table 5). That is, volume changes are not included offshore of a specified distance and not deeper than a specified elevation. The same calculation limits used in previous Sector 3 reports were used in this report for consistency with previous monitoring effo storm assessments (described in CB&I, 2014; APTIM, 2018). For clarity of nomenclature wi . 's report, the seaward limit of volumetric analysis is referred to as the depth of closure (or I)OCR Table 5. Seaward Limit of Volumetric Analysis (Depth of Closure) R-20 554.7 -15.0 R-32 477.0 -15.0 R-44 551.4 -12.0 R-21 538.9 -15.0 R-33 428.8 -15.0 T-45 493.0 -12.0 R-22 483.3 -15.0 R-34 489.2 -15.0 T-46 635.5 -12.0 R-23 486.8 -15.0 R-35 463.0 -15.0 R-47 446.9 -12.0 R-24 489.0 -15.0 T-36 481.7 -15.0 R-48 690.3 -12.0 R-25 526.7 -15.0 R-37 550.0 -15.0 R-49 460.0 -12.0 R-26 524.5 -15.0 T-38 540.3 -15.0 R-50 459.6 -12.0 R-27 481.2 -15.0 R-39 611.1 -15.0 R-51 462.0 -12.0 R-28 475.5 -15.0 R-40 451.0 -15.0 R-52 476.6 -12.0 R-29 427.1 -15.0 R-41 320.1 -12.0 R-53 516.8 -12.0 R-30 417.7 -15.0 R-42 801.5 -12.0 R-54 368.0 -12.0 T-31 559.3 -15.0 R-43 701.7 -12.0 R-55 395.4 -12.0 20 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 153 Determination of Hurricane Ian vs. Hurricane Nicole Impacts As the offshore portions of the post -Ian survey in addition to profiles south of R-37 were not completed prior to the passage of Hurricane Nicole, erosion estimates were required to determine losses attributable to both storms. The intent of this evaluation is to establish a reasonable erosion contribution for each of the individual storms. The basis of the analysis follows these steps: o Identify volume losses above MHW for the pre -Ian (May 2022) and post -Nicole survey for profiles R-20 to R-37. o Identify volume losses above MHW for the pre -Ian (May 2022) and post -Ian survey for profiles R-20 to R-37. o Identify volume losses above MHW for the post -Ian and pre -Nicole survey for profiles R- 20 to R-37. o Develop a prorated distribution for each storm based the ratio of volume losses measured from pre- to post -Ian and pre- to post -Nicole divided by total storm volume losses measured from pre -Ian to post -Nicole. Using this basis for analysis, each of the individual storm contributions are: o Hurricane Ian: 22% o Hurricane Nicole: 78% These prorated distributions were then applied to total beach profile losses to the depth of closure in order to determine Hurricane Ian and Hurricane Nicole losses for the full beach profile, which is required by FEMA. Table 6 details volume calculation for each time period utilized to determine storm impact contributions. 21 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 154 Table 6. Volume Losses above NNIS- for Storm Impact Evaluation Note: Ana I ys i s I i m i is are different in extent than Project. I imits due to Post -Ian surveys not being comp I eted south of R-37 prior to the passage of Hurricane Nicole. i 22 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 155 Volume Change During the Storm Inter -Survey Period The results of the volume change analysis are shown graphically in Figure 12 and summarized in Table 7. Volume changes are computed above different vertical datums in order to assess the cross -shore changes in beach volume. The volume changes are plotted in bar chart form as interpolated volume changes between each profile transect. The bars indicate the volume changes measured between different vertical segments of the beach profile, while the black dashed -line represents the total profile volume change. o Grey Bar: Sub -aerial change, from the dune to above MHW (+0.6 ft NAVD) o Blue Bar: Sub -aquas change, from MHW out to the offshore DOC o Black Dashed -Line: Total profile change, from the dune to the offshore DOC Above MHW, the project lost -277,700 cy (average of -8.0 cy/ft) during the storm inter -survey period. Below MHW to the depth of closure, the project gained +123,400 cy (average of +3.6 cy/ft). Measured along the entire profile, from the dunes to the depth of closure, the engineered beach project lost a total of -154,300 cy (average of -4.4 cy/ft). This loss represents approximately 28% of the volume placed during initial construction of the County's Sector 3 renourishment. Figure 13 illustrates the cross -shore transfer of sand that occurred pre -Ian and post -Nicole. From this plot, it can be observed that a large portion of the sand in the upper beach profile was transferred to the sub -aquas portion. Background Erosion Background erosion was estimated to account for the beach volume changes other than losses due to Hurricanes Ian and Nicole that may have occurred during the time period between the pre- and post -storm surveys. Background erosion was analyzed in the study by calculating volume changes due to average wave conditions and storm events that occurred between July 2015 and July 2020 (5 years) and then accounting for sand volumes placed during that period. An average background erosion rate of -91,800 cy per year was calculated for the project area, which equates to -7,600 cy per month. The resulting rate compares reasonably well with other sources investigated, such as other monitoring intervals and previous design reports (i.e. CB&I, 2015; APTIM, 2018). Utilizing the background erosion rate of -7,600 cy per month for the 8 -month period between the pre -storm survey (May 2022) and the post -storm survey (January 2023), a background change of -61,500 cy was estimated for the project area. Beach Volume Change Attributed to Hurricanes Ian and Nicole After removing the background change (-61,500 cy) from the measured change (-154,300 cy), there is a difference of -92,800 cy. As such, it is estimated that the Sector 3 engineered beach fill project lost -92,800 cy of sand above the depth of closure directly attributed to the impacts of Hurricanes Ian and Nicole. Using the prorated distribution percentages described above, it is estimated that Hurricane Ian contributed to a volume loss of approximately -20,416 cy, and Hurricane Nicole contributed to a loss of -72,384 cy. 23 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 156 i= J 1 (b) a9uegD awnloA 11.E U R � e Z 0,5 � W �--i Z O Z:. ID z uiH a a 1 (b) a9uegD awnloA Table 7. Beach Volume Change 25 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 158 • Volume Lost under Desi n/Construction Template g P Although FEMA only considers losses within the active beach profile from the landward limit of the dune to the depth of closure, it is important to note the impacts to the design/construction template due to the passage of Hurricanes Ian and Nicole. When comparing the post -Nicole profile to the permitted design and construction template, the Sector 3 project area lost 399,500 cy from the design profile, which equates to 72% of the volume placed during the most recent project. These impacts have greatly reduced the storm protection benefit provided by the design profile to neighboring upland infrastructure. Table 8 summarizes losses observed at each R -monument along the Sector 3 shoreline. Overall, R-30 lost much of its design template and experienced the greatest erosion out of the Sector 3 project area. Figure 14 depicts the loss of protective dune and beach width following the passage of both storms. As can be seen in the plot, much of the newly constructed dune is no longer present with the post -storm profile. 26 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 159 27 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 160 Table 8. Volume Lost Under Construction Template 7. DUNE VEGETATION Indian River County has proactively managed the Sector 3 dune system since the first major restoration project. For each subsequent dune restoration event, including the Sector 3 Phase 1 and 2 Projects constructed in 2021/22, dune vegetation was installed along the newly created habitat (Figure 15). ne x auun rrujecL. The dune vegetation along the Sector 3 shoreline is in need of rehabilitation due to impacts from Hurricanes Ian and Nicole. The dune system provides valuable protection to coastal infrastructure in addition to serving as habitat. Based upon an analysis of the pre- and post -storm landward vegetation extents, there was an average overall cross -shore loss of vegetation of 21 ft. Utilizing dune retreat at each profile within the project area and the average loss of vegetated dune area, approximately 728,633 dune plants are required to fully replant the dune system. 8. COST ESTIMATE The cost estimate to replace sand lost due to impacts from the 2022 hurricane season is based on obtaining material from upland sand mine(s) and transporting it to the project site via truck -haul method (Table 9). This was the method of construction utilized for the initial 2010-2012 project, the 2014/15 dune repair project, and the 2021/22 renourishment. The itemized cost estimates are based on bids received for the 2021/22 project. Engineering, Design, Permitting, and Construction Administration costs are estimated at 10% of the construction cost, which is typical based on 29 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 162 previous project experience. A 10% contingency is included to account for uncertainties such as inflation and fuel prices. The estimated cost to repair the damages from both storms is $7,553,948.10 with 10% added for contingency. The costs associated with Hurricane Ian and Nicole are $1,661,869 and $5,892,080, respectively. Table 9. Estimated Construction Cost to Replace Volume Change to DOC 1) Mobilization & Demobilization LS 1 $ 275,000.00 $ 275,000.00 2) Supply/Deliver/Place Sand CY 92,800 $ 51.35 $ 4,765,280.00 3) Beach Tilling LS 1 $ 28,560.00 $ 28,560.00 4) Environmental Compliance LS 1 $ 128,315.00 $ 128,315.00 5) Supply/Deliver/Plant Dune Vegetation EA 728,633 $ 1.07 $ 779,637.31 6) Site Restoration LS 1 $ 26,140.00 $ 26,140.00 7) Pre- and Post -Placement Surveys LS 1 $ 240,000.00 $ 240,000.00 8) Engineering, Design, Permitting, Construction Admin. 10% of Items 1-5 $ 624,293.23 Subtotal Cost $ 6,867,225.54 Contingency 10% $ 686,722.55 Total Cost $ 7,553,948.10 'Unit cost estimates are based on bidding costs associated with the IRCSector3 project conducted in 2021/22 Additionally, construction costs to replace the volume lost under the design template are presented herein as the losses experienced within the dunes and upper contours of the dry beach are not expected to recover naturally (Table 10). As such, the estimated cost to repair the damages to the construction template from both is $26,610,292.55 with 10% added for contingency. This methodology will return j to its intended storm protection. 8, able 10. Estimated onstra on Cost to Replace Template Losses 1) Mobilization & Demobilization LS 1 $ 275,000.00 $ 275,000.00 2) Supply/Deliver/Place Sand CY 399,500 $ 51.35 $ 20,514,325.00 3) Beach Tilling LS 1 $ 28,560.00 $ 28,560.00 4) Environmental Compliance LS 1 $ 128,315.00 $ 128,315.00 5) Supply/Deliver/Plant Dune Vegetation EA 728,633 $ 1.07 $ 779,637.31 6) Site Restoration LS 1 $ 26,140.00 $ 26,140.00 7) Pre- and Post -Placement Surveys LS 1 $ 240,000.00 $ 240,000.00 8) Engineering, Design, Permitting, Construction Admin. 10% of Items 1-5 $ 2,199,197.73 Subtotal Cost $ 24,191,175.04 Contingency 30% $ 2,419,117.50 Total Cost $ 26,610,292.SS *Unit cost estimates are based on bidding costs associated with the IRCSector 3 project conducted in 2021/22 30 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 163 9. SUMMARY During the storm inter -survey period, the Sector 3 engineered beach project experienced an average shoreline retreat of -3.4 ft, an average dune retreat of -21.1 ft, and a beach volume loss of -154,300 cy above the depth of closure (average of -4.4 cy/ft). For the 8 -month period between the pre -Ian survey (May 2022) and post -Nicole survey (January 2023), a background sand loss of -61,500 cy was estimated for the project area. After removing the background loss from the measured loss, the Sector 3 engineered beach project is estimated to have lost -92,800 cy of sand directly attributed to the impacts of Hurricanes Ian and Nicole. It estimated that Hurricane Ian contributed to a volume loss of approximately -20,416 cy, and Hurricane Nicole contributed to a loss of -72,384 cy. The estimated cost to repair the damages from the 2022 hurricane season ranges from $7,553,948.10 to $26,610,292.55 (with 10% added for contingency) depending on type of volume losses considered (total profile loss versus losses from construction template). It is important to note that although FEMA's method of determining losses is minimal, the dune portion of the beach suffered severe damage following the 2022 hurricane season, which reduces the storm protection benefit of the engineered beach system. Due to the normal wave climate within the project area, it is unlikely that the dry beach will recover to pre -storm conditions. 31 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 164 10. REFERENCES APTIM, December 2018. Indian River County, FL, Design Report & Feasibility Report: Sector 3 Beach and Dune Restoration Project. Prepared for Indian River County. APTIM, July 2022. Indian River County Sector 3 Beach & Dune Renourishment Project, Post - Construction Engineering Report. Prepared for Indian River County. CB&I Coastal Planning & Engineering, Inc. (CB&I) February 2015. Beach Preservation Plan, Indian River County. Prepared for Indian River County. Coastal Technology Corporation, December 2008a. Indian River County, Florida, Beach Preservation Plan. Prepared for Indian River County. Indian River County Coastal Engineering Division, September 30, 2022. Beach Observation Report, Hurricane Ian. Indian River County Coastal Engineering Division, November 10, 2022. Beach Observation Report, Hurricane Nicole. National Hurricane Center, 2022 Tropical Cyclone Advisory Archive. National Oceanic and Atmospheric Administration (NOAA). https://www.nhc.noaa.gov/archive/2022/ National Oceanic and Atmospheric Administration, 2022a. National Data Buoy Center. http://www.ndbc.noaa.govl National Oceanic,d Atmospheric .Administration, 2022b. Tides & Currents. h ://tidesan ts.no v/ 32 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 165 APPENDIX A Beach Profile Cross -Sections APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 166 APPENDIX B Pre- and Post -Storm Photographs These photos are from Indian River County's Beach Observation Reports for Hurricanes Ian and Nicole (IRC, 2022) APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 167 Hurricane Ian Before and After Wabasso Beach Park Looking North Wabasso Beach Park Looking West Wabasso Beach Park Looking South APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 168 Hurricane Nicole Before and After APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 16�: Town of Orchid Looking North BEFORE AFTER g' I'AV (7) 27763357',-80 396803* t13ft Wabasso Beach Park Looking North BEFORE AFTER APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 171 INDIAN RIVER COUNTY, FL SECTOR 5 BEACH & DUNE RESTORATION PROJECT STORM DAMAGE REPORT: HURRICANES IAN & NICOLE ��vER�o G� z � s ORIS Q` Prepared for: Indian River County, FL Public Works Department Coastal Engineering Division 180127th Street, Building A Vero Beach, FL 32960 % PTI M rental & Infrastructure, LLC ress Avenue, Suite 140 Raton, FL 33487 April 2023 172 INDIAN RIVER COUNTY, FL SECTOR 5 BEACH & DUNE RESTORATION PROJECT STORM DAMAGE REPORT: HURRICANES IAN & NICOLE EXECUTIVE SUMMARY This report documents the changes in shoreline width and beach volume to the 3.1 -mile Indian River County, FL, Sector 5 Beach and Dune Restoration Project caused by the effects of Hurricanes Ian and Nicole. On September 28, 2022, Hurricane Ian made landfall in the United States on Cayo Costa in Lee County. One day later, the eye passed over Brevard County, immediately north of Indian River County as a tropical storm, generating wave heights over 11 feet offshore of the County's coastline. The storm's path relative to Indian River County resulted in elevated storm surge and large waves impacting the County's beaches for several days while the storm approached and passed. On November 10, 2022, Hurricane Nicole made landfall just south of Vero Beach in Indian River County as a Category 1 hurricane. The large wind field and direct impact with the County generated wave heights of nearly 19 feet offshore of the County's coastline. The result of both storms to the Sector 5 project area was appreciable erosion to the beach berm and dunes. As a regularly maintained local- and State -funded engineered beach restoration project, the Indian River County, FL, Sector 5 Beach & Dune Restoration Project qualifies for post -disaster relief from the Federal Emergency Management Agency (FEMA) Public Assistance Program (Category G). During the storm inter -survey period, the Sector 5 engineered beach project experienced an average dune retreat of -19.4 ft, an average shoreline change of 1.8 ft, and a beach volume loss of -24,600 cy above the depth of closure. For the 5 -month period between the pre -storm survey (September 2022) and post -storm survey (January 2023), a background sand loss of -11,564 cy was estimated for the project area. After removing the background loss from the measured loss, the Sector 5 engineered beach project is estimated to have lost -13,036 cy of sand directly attributed to the impacts of Hurricanes Ian and Nicole. Although the storm caused significant damage to the dry beach, the measured net volume over the entire active profile (to the depth of closure) was relatively low. It is unlikely that the dry beach will recover to pre -storm conditions based on the normal wave climate of the area. The changes for both project areas due to Hurricane Ian and Hurricane Nicole are described herein to provide FEMA with data needed to develop the Project Worksheets (PW). The estimated cost to repair the damages from the 2022 hurricane season ranges from $2,202,694.65 to $8,357,887.69 (with 10% added for contingency) depending on type of volume losses considered (total profile loss to the depth of closure versus losses from construction template). i APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 173 INDIAN RIVER COUNTY, FL SECTOR 5 BEACH & DUNE RESTORATION PROJECT STORM DAMAGE REPORT: HURRICANES IAN & NICOLE Table of Contents EXECUTIVESUMMARY............................................................................................................. i 1. INTRODUCTION.................................................................................................. 4 2. BACKGROUND ............................................ ................................................ 5 2.1 Project Location and History ..........................................:.. ............ 5 2.2 Project Design......................................................................... .............................. 6 2.3 Post -Construction Monitoring Program. .............. ....................... 7 2.4 Public Assistance Eligibility ......................%w ...................... .................. 8 3. 2022 HURRICANE SEASON............................................................................................... 9 3.1 Hurricane Ian.................................................................................................................... 9 3.2 Hurricane Nicole............................................................................................... 13 4. BEACH PROFILE DATA COLLECTION ....................................................................... 17 5. SHORELINE AI&PUNE ITION CHANGE.............................................................. 19 6. BEACH VOLU NG....................................................................................... 22 7. COST ESTIMATE....... ....... .5.................................................................. 29 8. SUMMARY....... ..... ..............................................................................31 .............................9. RE:NCES ........ ...................................................... 32 res Figure. Figure 1. Sector 5 Proje , on Map.................................................................. Figure 2. Typical Beach onstruction Template ............................................... Figure 3. Radar Image of Hurricane Ian on September 28, 2022 ............................. Figure 4. Hurricane Ian's Path and Cumulative Wind History ................................. Figure 5. Oceanographic Data Collection Stations near Indian River County........ Figure 6. Significant Wave Heights Measured during Hurricane Ian ..................... Figure 7. Water Levels Measured during Hurricane Ian ......................................... Figure 8. Path of Hurricane Nicole (NOAA 2022) ................................................... Figure 9. Significant Wave Heights Measured during Hurricane Nicole ................ Figure 10. Water Levels Measured during Hurricane Nicole .................................. ii APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC .................... 5 .................... 7 .................. 10 .................. 10 .................. 11 .................. 12 .................. 13 .................. 14 .................. 15 .................. 16 174 Figure 11. Shoreline and Dune Position Change.......................................................................... 21 Figure 12. Beach Volume Change................................................................................................ 25 Figure 13. Post -Storm Profile Adjustment................................................................................... 27 List of Tables Table No. Table 1. Physical Monitoring Schedule......................................................................................... 8 Table 2. Beach Profile Monument Control................................................................................. 18 Table 3. Tidal Datums Established at Vero Beach (Ocean), FL .................................................. 19 Table4. Contour Changes.......................................................................................................... 20 Table 5. Seaward Limit of Volumetric Analysis (Depth of Closure) .......................................... 23 Table 6. Beach Volume Change................................................................................................. 26 Table 7. Volume Lost Under Construction Template.................................................................. 28 Table 8. Estimated Construction Cost to Replace Volume Change to DOC ............................... 30 Table 9. Estimated Construction Cost to Replace Template Losses ........................................... 30 List of Appendices Appendix A Beach Profile Cross -Sections B Pre- and Post -Storm Photographs iii APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 175 INDIAN RIVER COUNTY, FL SECTOR 5 BEACH & DUNE RESTORATION PROJECT STORM DAMAGE REPORT: HURRICANES IAN & NICOLE 1. INTRODUCTION This report documents the changes in beach volume to the 3.1 -mile Indian River County, FL, Sector 5 Beach & Dune Restoration Project caused by the effects of Hurricanes Ian and Nicole on September 28-29 and November 10, 2022, respectively. The eye of Hurricane Ian passed immediately north of Indian River County as a tropical storm with wind gusts up to 65 mph and offshore wave heights of 11 ft. Hurricane Nicole directly impacted Indian River County as a Category 1 hurricane with maximum sustained winds of 75 mph and offshore wave heights of nearly 19 ft. Elevated storm surge and large waves from both storms, resulted in appreciable erosion to the berm and dunes. As part of the monitoring and maintenance of the engineered beach project, Indian River County authorized the collection of post -storm beach profile surveys to document the storm damages. As a regularly maintained local- and State -funded engineered beach restoration project, the Indian River County, FL, Sector 5 Beach & Dune Restoration Project qualifies for post -disaster relief from the Federal Emergency Management Agency (FEMA) Public Assistance Program (Category G). 4 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 176 2. BACKGROUND 2.1 Project Location and History The Sector 5 Beach and Dune Restoration Project is located on the east coast of Florida within Indian River County (Figure 1). The northern boundary of the project is located approximately 13.5 miles south of Sebastian Inlet and 15 miles north of Fort Pierce Inlet. The Sector 5 Dune Restoration Project, spanning from R-71 to R-85, was conducted in 2005 and 2006 with the placement of approximately 103,400 cubic yards (cy) of beach compatible sand. The project was authorized under the FDEP coastal construction control line (CCCL) Permit No. IR -717, dated February 3, 2005. Following the Sector 5 Dune Restoration Project, the following sand placements were part of regular maintenance of the engineered dune project (Indian River County, 2017). Placement occurred at discrete 'pi perties throughout Sector 5, authorized under one-time FDEP field Figure 1. Sector 5 Project Location Map. permits. • 2009: 4,500 cy • 2010: 3,000 Cy... • 2012: 2,000 cy • 2013: 15,600 cy (emergency repairs following Hurricane Sandy) • 2016: 800 cy placed in October (emergency repairs following Hurricane Matthew) • 2017: 26,593 cy placed in Jan -Feb (emergency repairs following Hurricane Matthew) The most recent Sector 5 Beach and Dune Restoration Project was constructed by Indian River County between November 2019 and February 2020 under Florida Department of Environmental Protection (FDEP) Permit No. 0363427 -001 -JC. The project was constructed in accordance with the County's 2015 Beach Preservation Plan prescribed maintenance event in response to 5 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 177 background erosion from 2015 to 2019. In addition, the project was constructed in response to the impacts of Hurricane Matthew (October 2016), Hurricane Irma (September 2017), and Hurricane Dorian (September 2019). The project area extended along approximately 3.1 miles of Vero Beach, Indian River Shores, and unincorporated Indian River County coastline from FDEP monument R-70 to R-86. The total placement of material in the project area was approximately 161,800 cy of upland sand. Additionally, dune vegetation was installed along the dune crest following sand placement. 2.2 Project Design In 1998, the County formulated a conceptual plan for maintenance of County beaches as identified in the Indian River County Beach Preservation Plan (BPP). In 2007, the County updated the BPP to address the 2004 and 2005 hurricane impacts and to refine the County's overall plan for the beaches (Coastal Tech, 2008b; subsequently updated by CB&I, 2015 and Stantec, 2019). The 2015 BPP called for regular renourishment intervals every four (4) years within the Sector 5 Project limits. The 2019 BPP recommends a similar maintenance interval of 3 to 5 years. The first scheduled maintenance renourishment event began in November 2019 and was completed in February 2020. Per project permits, the Sector 5 Beach and Dune Restoration Project is designed to reconstruct the dune to a historical elevation of +16.0 feet (NGVD) with a 1 V:3H slope from the dune crest to the existing berm and a maximum width of 65 feet. The average designed fill density was 8.3 cubic yards per foot (cy/ft). Sand for the project was obtained from an upland source and truck -hauled to the project site. Figure 2 depicts the typical design construction template for the beach and dune restoration project. The design intent of the project was to replace sand lost due to Hurricane Matthew, Hurricane Irma, Hurricane Dorian, and to replace background erosion losses since 2015. The key elements of the project design, as permitted, are as follows: a. restoration of the beach berm from R-70 to R-86 from the toe of the restored dune extending seaward at a IV: IOH slope to match the existing grade, b. restoration of the dune from R-70 to R-86 to include: • a dune crest elevation of +15.0 feet NAVD88 from R-70 to R-82 that tapered down to a +13.0 feet NAVD88 dune crest elevation from R-83 to R-86 — with native dune vegetation planted on the restored dune crest, • a landward slope on the restored dune backslope at 1V:5H — where applicable, and • a seaward slope on the restored dune face at 1 V:3H from the dune crest to the seaward toe of the restored dune. 6 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 178 2.3 Post -Construction Monitoring Program Physical monitoring for the project is required under the FDEP Permit No. 363427 -001 -JC. The Physical Monitoring Plan was approved by the FDEP, prior to construction of the 2019-2020 project. The plan consists of numerous elements that track the physical performance of the beach restoration project, including analysis of beach profile surveys, aerial photography, and beach sand sampling. Bathymetric surveys of the borrow area are not required due to the project being constructed from an upland source. Table 1 lists the schedule of events required for physical monitoring. One post -construction monitoring report was completed in July 2022. Post -storm beach profile surveys are not required in the scope of the annual physical monitoring program; however, post -storm profiles were collected by the County to document storm damages following Hurricane Ian .., urricane Nicole in winter 2022/2023. 7 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 179 _. _. .. ... ,. _ 40 «� STA. 131+6330 --------- nxr,ols - !$.. tl$i.V; 011 MATCH ®OST1116. .. 3 .I0 IL 4W.. .. ... 10 ... o .� MMWr 4f. N111(D : o 40, % mr _ .eco =sa o so Too: Iso goo x3o : oo sso Too ato :: no - DISrANCE FROWB ASIRME (FEEL) Figure 2. Typical $eac Construction Te 2.3 Post -Construction Monitoring Program Physical monitoring for the project is required under the FDEP Permit No. 363427 -001 -JC. The Physical Monitoring Plan was approved by the FDEP, prior to construction of the 2019-2020 project. The plan consists of numerous elements that track the physical performance of the beach restoration project, including analysis of beach profile surveys, aerial photography, and beach sand sampling. Bathymetric surveys of the borrow area are not required due to the project being constructed from an upland source. Table 1 lists the schedule of events required for physical monitoring. One post -construction monitoring report was completed in July 2022. Post -storm beach profile surveys are not required in the scope of the annual physical monitoring program; however, post -storm profiles were collected by the County to document storm damages following Hurricane Ian .., urricane Nicole in winter 2022/2023. 7 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 179 Table 1. Physical Monitoring Schedule Project Construction Beach Profile Surveys - Aerial Photography Beach Sand Sampling Report Construction Phase I Pre J Post I Year 1 1 Year 2 I Year 3 i Year 4 Year 5 This schedule continues biennially until the next beach nourishment event or the expiration of the project design life, whichever comes first. 2.4 Public Assistance Eligibility The Robert T. Stafford Disaster Relief and Emergency Assistance Act, as Amended (Stafford Act), Title 42 of the United States Code § 5121 et seq., authorizes the President to provide Federal assistance when the magnitude of an incident or threatened incident exceeds the affected State, Territorial, Indian Tribal, and local government capabilities to respond or recover.' Administered by the Federal Emergency Management Agency (FEMA) via its Public Assistance Program, restoration of a damaged public facility is eligible for assistance (Category G for beaches). Section 102(9) of the Stafford Act defines a public facility, and Title 44 of the Code of Federal Regulations (CFR), Section 206.201(c) further defines a facility as "an improved and maintained natural feature." 44 CFR. § 206.2260) outlines eligibility criteria for Beaches as engineered infrastructure under the following conditions: • The beach is not a federally constructed shoreline under the specific authority of USACE. o The Indian River County, FL, Sector 5 Beach & Dune Restoration Project is a non - Federal project:'' • The beach was constructed by the placement of imported sand (of proper grain size) to a designed elevation, width, and slope. o The Indian River County, FL, Sector 5 Beach & Dune Renourishment Project has been constructed to design drawings and specifications using imported sand of proper grain ' For the Federal government to provide assistance, the President must declare that an emergency or major disaster exists (Emergency Declaration). Z To facilitate the processing of PA funding, FEMA separates Emergency Work into two categories and Permanent Work into five categories based on general types of facilities. Permanent work to restore engineered beaches falls under Category G — Parks, Recreation, Other. 8 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 180 size to establishe elevations, widths, and slopes. Additionally, all imported sand followed and remained in compliance with all permit approved Sediment QA/QC plans. The Applicant has established and adhered to a maintenance program involving periodic renourishment with imported sand to preserve the original design. o The maintenance program for this project was most recently established in the County's Beach Preservation Plan (CB&I, 2015). The program was optimized to a 4 -year renourishment interval with the placement of 52,000 cy of sand during each renourishment event. To perform the requisite monitoring and maintenance of the beach fill project, Indian River County has been fully committed to utilizing existing taxing mechanisms, including a Tourist Development Tax (a.k.a. "Bed Tax") and a potential Local Option Sales Tax, in combination with the cost-sharing contributions of the Florida Department of Environmental Protection Beach Management Funding Assistance Program. Concurrent with the prior commitment, the County has the capability and intent to continue to perform the requisite future monitoring and maintenance of the project. The County continues to monitor the project via analysis of beach profiles that were collected in 2006, 2012, 2013, 2014, 2015, 2016, 2017, 2020, 2021, and 2022 and after severe storm events. 3. 2022 HURRICANE SEASON 3.1 Hurricane Ian On September 26, 2022, Hurricane Ian developed into a Category 1 hurricane approximately 300 miles south of Cuba. On the morning of September 27, 2022, Hurricane Ian had strengthened into a Category 3 hurricane, and hit Cuba, causing nationwide power outages. Hurricane Ian moved north and strengthened to a Category 4 while moving across the Gulf of Mexico. Hurricane Ian made landfall on the United States in Lee County on September 28 around 3 p.m. as a Category 4 hurricane, delivering hurricane force winds and causing massive storm surge to the southwest coast of Florida. Figure 3 shows a radar image of Ian's wind field after landfall in Florida. The cyclone slowly moved west across the Florida peninsula and weakened to a tropical storm. After reaching the Atlantic Ocean, it again intensified into a Category 1 hurricane before making landfall once more near Georgetown, South Carolina, on September 30. Hurricane Ian then weakened to a post -tropical cyclone as it moved into North Carolina. Figure 4 plots the track of Hurricane Ian. 9 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 181 Figure 4. Hurricane Ian's Path and Cumulative Wind History. (Source: National Oceanic and Atmospheric Administration) 10 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 182 i i { Hurricane Ian was a tropical storm when it hit Indian River County and developed into a Category 1 hurricane shortly after moving off the County's coast. The large wind field produced wave heights over 1 I ft offshore of the County's coastline. The storm's path relative to Indian River County resulted in elevated storm surge and large waves impacting the County's beaches for several days while the storm approached and passed offshore. The result was appreciable erosion to the beach berm and dunes of Sector 5. Post -storm photographs of the Sector 5 shoreline are found in Appendix B. Figure 5 displays the location of oceanographic data collection stations in the vicinity of Indian River County. The wave climate offshore of Indian River County is assumed to be representative of data collected by an offshore waverider buoy, Station 41114 — Fort Pierce, FL (134), published by the National Data Buoy Center (NOAA, 2022a). The buoy is located about 5 nautical miles offshore of the Indian River County / St. Lucie County line, in a water depth of approximately 53 ft. Data collection from the buoy includes significant wave height, wave period, wave direction, and other standard oceanographic and meteorological data. Water levels near the coast of Indian River County are °assumed to be representative of data collected by a tidal station located in the Trident Basin of the interior of Port Canaveral; Trident Pier, FL — Station ID: 8721604 (NOAA, 2022b). The station is located about 35 nautical miles north of the northern Indian River County boundary. It is noted that the tide gage is not located on the open Atlantic Ocean coast. Rather, the station is somewhat sheltered and does not experience the dynamic storm surge (including wave setup) that occurs on the open coast. Figure 5. Oceanographic Data Collection Stations near Indian River County. 11 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 183 Figure 6 displays the time series of significant wave height measured at the Fort Pierce Buoy as Hurricane Ian impacted the area. The significant wave heights reported at the buoy are an average of the largest 1/3rd of all wave heights during a 20 -minute sampling period (thus, there were waves that passed the buoy during the 20 -minute period that were larger than the reported height). Significant wave heights peaked at approximately 11 ft in the morning of September 29, as the storm passed offshore of the County. 12 Figure 7 displays the time series of water levels measured at the Trident Basin station as Hurricane Ian impacted the area. The greatest storm surge, calculated as the difference between the observed water level and the predicted tide, was +2.9 ft during the morning of September 29. The storm surge resulted in a storm tide of+3.9 ft NAVD at its peak. Based on pre- and post -storm profile s Storm surge is defined as the abnormal rise of water generated by a storm, over and above the predicted astronomical tide, and is expressed in terms of height above normal tide levels. Because storm surge represents the deviation from normal water levels, it is not referenced to a vertical datum. 4 Storm tide is defined as the water level due to the combination of storm surge and the astronomical tide, and is expressed in terms of height above a vertical datum, i.e. the North American Vertical Datum of 1988 (NAVD88). 12 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 184 Hurricane Ian Significant Wave Height 10 Fort Pierce Buoy Station 41114 5 n. miles offshore IRC/SLC line 53 ft water depth t tw _ _ a� cu 6 t ra _. 4 2 — { 0 E .. 9/26. 9/27 9/29 9129 9/30. Xvi Date (21122) Figure 6. Significant Wave Heights Measured Burin¢ Hurricane Ian_ Figure 7 displays the time series of water levels measured at the Trident Basin station as Hurricane Ian impacted the area. The greatest storm surge, calculated as the difference between the observed water level and the predicted tide, was +2.9 ft during the morning of September 29. The storm surge resulted in a storm tide of+3.9 ft NAVD at its peak. Based on pre- and post -storm profile s Storm surge is defined as the abnormal rise of water generated by a storm, over and above the predicted astronomical tide, and is expressed in terms of height above normal tide levels. Because storm surge represents the deviation from normal water levels, it is not referenced to a vertical datum. 4 Storm tide is defined as the water level due to the combination of storm surge and the astronomical tide, and is expressed in terms of height above a vertical datum, i.e. the North American Vertical Datum of 1988 (NAVD88). 12 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 184 inspection, wave impacts and runup reached the toe of the dune in many places, which resides at around +7.5 ft NAVD along most of the County's coast. —Observed �--prefile w. —",$ MSao(E�ei nii S �_._ { . �! 3 90/21122 $/2 (2022 9WWO, ► .: :10N44M. Piga Wa els Mea " ed during Hurricane Ian. 3.2 Hur ' icole Hurricane Nico ' a spraw late -season Category 1 hurricane in November 2022, with storm -force winds din proximately 970 miles in diameter. Nicole was the fourteenth named storm` aiid et hurricane of the 2022 Atlantic hurricane season. Nicole formed as a subtropical cyclone on November 7, from a non -tropical area of low pressure near the Greater Antilles and transitioned into a tropical cyclone the next day. On November 9, Hurricane Nicole made landfall on Great Abaco Island, where it strengthened into a Category 1 hurricane with sustained winds of 70 mph (110 km/h). On November 10, Hurricane Nicole made landfall on North Hutchinson Island, just south of Vero Beach, Florida, with 75 mph winds. The storm made a direct impact with Indian River County as a Category 1 hurricane. Nicole subsequently made its second landfall at Cedar Key after briefly emerging over the Gulf of Mexico. Nicole then weakened to a depression while moving over the Florida Panhandle, and then was absorbed into a 13 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 185 LIC 0 7. . i 3.2 Hur ' icole Hurricane Nico ' a spraw late -season Category 1 hurricane in November 2022, with storm -force winds din proximately 970 miles in diameter. Nicole was the fourteenth named storm` aiid et hurricane of the 2022 Atlantic hurricane season. Nicole formed as a subtropical cyclone on November 7, from a non -tropical area of low pressure near the Greater Antilles and transitioned into a tropical cyclone the next day. On November 9, Hurricane Nicole made landfall on Great Abaco Island, where it strengthened into a Category 1 hurricane with sustained winds of 70 mph (110 km/h). On November 10, Hurricane Nicole made landfall on North Hutchinson Island, just south of Vero Beach, Florida, with 75 mph winds. The storm made a direct impact with Indian River County as a Category 1 hurricane. Nicole subsequently made its second landfall at Cedar Key after briefly emerging over the Gulf of Mexico. Nicole then weakened to a depression while moving over the Florida Panhandle, and then was absorbed into a 13 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 185 mid -latitude trough and cold front over extreme eastern Tennessee the following day. The storm path is shown in Figure 8. Figure 8. Path of Hurricane Nicole (NOAA 2022). Nicole crossed the same region in Florida devastated six weeks earlier by Hurricane Ian, and was the first hurricane to make landfall on Florida's east coast since Katrina in 2005. Despite being relatively weak, Nicole's large size produced widespread heavy rainfall and strong winds across the Greater Antilles, the Bahamas, and Florida, knocking out power and inflicting significant damage in many areas. Days of strong onshore wind flow onto the east coast of Florida produced severe beach erosion, especially in Indian River County. Figure 9 displays the time series of significant wave height measured at the Fort Pierce Buoy (NDBC #41114) as Hurricane Nicole impacted the area. Significant wave heights peaked at approximately 19 ft on November 9. The wave height readings went out shortly after the peak height was recorded. The storm's path relative to Indian River County resulted in elevated storm surge and large waves impacting the County's beaches for several days while the storm approached and impacted the County. The result was appreciable erosion to the beach berm and dunes of Sector 5. Post -storm photographs of the Sector 5 shoreline are found in Appendix B. 14 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 186 Figure 10 displays the time series of water levels measured at the Trident Basin station as Hurricane Nicole impacted the area. The greatest storm surge, calculated as the difference between the observed water level and the predicted tide, was +5.8 ft during the morning of November 10. The storm surge resulted in a storm tide of +4.7 ft NAVD at its peak. Based on pre- and post - storm profile inspection, wave impacts and runup reached the toe of the dune in many places and further exacerbated the conditions from Hurricane Ian. 15 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 187 16 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 188 as 5 2 5 3 2 3 1 W 1 t Q.. '2 -3 16 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 188 5 3 i .. 1 l 16 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 188 4. BEACH PROFILE DATA COLLECTION Beach profile surveys collected before the passing of Hurricane Ian and after the passing of Hurricane Nicole were utilized to represent pre- and post -storm conditions. These profile sets are listed and described below. Table 2 lists the survey control of the profiles. Cross section plots of the surveyed profiles are displayed in Appendix A. Due to the close proximity in the passing of the storms, no Post -Ian survey was able to be conducted for Sector 5; however, in order to determine losses for each storm, the method detailed in the Indian River County, FL Sector 3 Beach and Dune Restoration Project Storm Damage Report Hurricanes Ian and Nicole (APTIM, 2023) was utilized herein. Pre -Ian Survey: The pre -Ian survey was collected in September 2022, by Morgan & Eklund, Inc. as part of the County's 2022 annual physical monitoring effort. Post -Nicole Survey: The post -Nicole survey was collected between December 6, 2022, and January 9,2023, by Morgan & Eklund, Inc. The onshore surveyed on December 6 and 7, 2022, while the offshore survey was collected on January 5 and 0 17 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 189 Table 2. Beach Profile Monument Control R-70 861,681.3 1,218,698.6 R-71 851.7............. 1,217,604 9 T-72 862,167.6 1,4 ,6�,,7 Unless otherwise stated, VWcal datum utilized in this report is the North American Vertical Datum of 1988 (referred to as NAVD88 or NAVD). Tidal datums for the ocean shorefront of Vero Beach (Station ID 8722105) were obtained from NOAA Tides & Currents (NOAA, 2022b), and are summarized in Table 3. To conform to previous studies within the County, a MHW elevation of +0.6 ft NAVD is defined in this report. This MHW elevation is consistent with the elevation of the MHW line surveyed in 2009 to establish the Erosion Control Line in Sector 5. 18 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 190 Table 3. Tidal Datums Established at Vero Beach (Ocean), FL D. Elevation ► Elevation Mean Higher -High Water (MHHW) +0.88 +3.90 Mean High Water (MHW) +0.55 +3.57 North American Vertical Datum of 1988 (NAVD88) 0 +3.02 Mean Sea Level (MSL) -1.14 +1.88 Mean Tide Level (MTL) -1.14 +1.88 National Geodetic Vertical Datum of 1929 (NGVD29) -1.48 +1.54 Mean Low Water (MLW) -2.83 +0.19 Mean Lower -Low Water (MLLW) -3.02 0 VERO BEACH (OCEAN), FL- Station ID:8722105; Latitude 27'40.2'N, Longitude 80' 21.6' W; Epoch: 1983-2001 4 MHHW = 3.90 ft MHW = 3.57 ft ., NAVD88 = 3.02 ft 1YI9tJMTL . - 1.66 ft NOVD29 ■ .1.54 ft' MLW = 0.19 ft MLLW = 0.00 ft 5. SHORELINE ANDMUNK POSITIO Beach profile surveys collected before and after the 2022 hurricane season were analyzed to quantify the change in the location of the Mean High Water Line (MHWL) and dune position. • MHW Shoreline: The MHW tidal datum for the ocean shorefront of Indian River County is identified by NOAA Tides & Currents (Station ID 8722105) to be at +0.55 ft NAVD. FDEP's Land Boundary Information System (LABINS) also provides interpolated MHW elevations along the County's ocean shorefront at approximate one -mile intervals. At the County's northernmost location, the MHW is specified at +0.63 ft NAVD, while it is +0.54 ft at the southernmost County location. Considering typical vertical survey accuracy (typically f 0.2 ft), and to conform to previous studies within the County, a MHW elevation of +0.6 ft NAVD is used to define the shoreline location. • Dune Position: The dune position is defined as the seaward -most cross -shore location of the +10 -ft contour. This contour typically corresponds to the seaward face of the dune and has been used to track the dune position in previous studies, including the County's Beach Preservation Plan (CB&I, 2015). 19 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 191 The results of the contour change analysis are summarized in Table 4 and Figure 11. The dune position experienced an average landward retreat of -19.4 ft, with at least -25 ft of dune retreat experienced at six monuments throughout the Sector (R-71, T-72, R-74, R-78, R-80, and R-82). These dune impacts are not expected to recover naturally based upon environmental conditions and have diminished the storm protection provided by the dune to upland infrastructure. The MHW shoreline experienced an average landward advance of 1.8 ft between the pre- and post -storm surveys due to a cross -shore transfer of sand from the upland portion of the profile. The greatest retreat, averaging -12.6 ft, occurred along the northern portion of the project at R-73. Table 4. Contour Changes R-70 -6.0 -24.2 R-71 6.6 -32.2 T-72 -7.0 -28.0 R-73 -12.6 -24.8 R-74 3.4 -25.1 R-75 9.6 -19.9 R-76 -11.4 -1.2 R-77 -6.4 -21.7 R-78 20.7 -27.3 T-79 0.5 -20.8 R-80 -8.3 -28.5 R-81 2.4 -21.4 R-82 3.9 -26.7 R-83 2.3 -14.1 R-84 14.3 -17.1 R-85 12.8 -5.1 R-86 5.4 7.8 Average 1.8 -19.4 1MHWL defined at +0.6 ft NAVD88. ZDune defined at +9.0 ft NAVD88 for R-71 at +10.0 ft NAVD88 for all other profiles. 20 . APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 192: f eri i , 3S»' z � O (LLJ� W F IL o N- N t� ey w�'o s ... i i is 6. BEACH VOLUME CHANGE Pre- and post -storm beach profile surveys were directly compared to estimate volumetric changes. Volume changes at the profile transects are described in terms of volume density change, reported in cubic yards per alongshore foot of beach (cy/ft). Volume change between the roughly 1000 -ft spaced transects are calculated by using the average -end -area method and reported in cubic yards (cy). Volume changes were calculated from the landward side of the dune out to an offshore depth of closure (DOC) in order to include the entire active beach profile. • Seaward Limit of Volumetric Analysis (Depth of Closure) Due to the jagged nature of the nearshore hardbottom found just offshore of the project beach, volume calculations are unreliable along this substrate; therefore, volume changes along the profiles are terminated at the landward extent of the hardbottom. Due to the highly variable nature of the offshore location of the hardbottom, a seaward limit of volume calculation is specified for each R -monument profile within the study area. As such, volume calculations represent seabed changes landward of the location at which movement of sediment could reasonably be estimated, while discounting the naturally irregular hardbottom seafloor. The seaward limit is specified at each R -monument in both the distance offshore and elevation (Table 5). That is, volume changes are not included offshore of a specified distance and not deeper than a specified elevation. The same calculation limits used -in previous Sector 5 reports were used in this report for consistency with previous monitoring efforts and storm assessments (APTIM, 2022). For clarity of nomenclature within this report, the seaward limit of volumetric analysis is referred to as the depth of closure (or DOC). L"M 22 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 194 Table 5. Seaward Limit of Volumetric Analysis (Depth of Closure) R-71 390 -17.4 T-72 330 -17.4 R-73 400 -17.4 R-74 430 -17.4 R-75 880 -17.4 R-76 420 -17.4 R-77 700 -17.4 R-78 450 -17.4 T-79 390 -17.4 R-80 450 -17.4 R-81 660 -17.4 R-82 720 -17.4 R-83 630 -17.4 R-84 420 -17.4 R-85 670 -17.4 R-86 370 -17.4 R-87 667 -17.4 R-88 1031 -17.4 R-89 1004 -17.4 R-90 1,425 -17.4 R-91 1,169 -17.4 • Dation of urricane Ian vs. Hurricane Nicole Impacts Erosion estimates were required to determine losses attributable to both storms. Due to the close proximity in the passing of the storms, no Post -Ian survey was able to be conducted for Sector 5; however, in order to determine losses for each storm, the method detailed in the Indian River County, FL Sector 3 Beach and Dune Restoration Project Storm Damage Report Hurricanes Ian and Nicole (APTIM, 2023) was utilized herein. An evaluation was performed for Sector 5 project area. The intent of this evaluation was to establish a reasonable erosion contribution for each of the individual storms. As detailed in the report referenced above, the individual storm contributions are: o Hurricane Ian: 22% o Hurricane Nicole: 78% These prorated distributions were then applied to total beach profile losses to the depth of closure in order to determine Hurricane Ian and Hurricane Nicole losses for the full beach profile, which is required by FEMA. 23 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 195 • Volume Change During the Storm Inter -Survey Period The results of the volume change analysis are shown graphically in Figure 12 and summarized in Table 6. Volume changes are computed above different vertical datums in order to assess the cross -shore changes in beach volume. The volume changes are plotted in bar chart form as interpolated volume changes between each profile transect. The bars indicate the volume changes measured between different vertical segments of the beach profile, while the black dashed -line represents the total profile volume change. o Grey Bar: Sub -aerial change, from the dune to above MHW (+0.6 ft NAVD) o Blue Bar: Sub -aquas change, from MHW out to the offshore DOC o Black Dashed -Line: Total profile change, from the dune to the offshore DOC Above MHW, the project lost -75,200 cy (average of -4.6 cy/ft) during the storm inter -survey period. Below MEW to the depth of closure, the project gained +50,600 cy (average of +3.1 cy/ft). Measured along the entire profile, from the dunes to the depth of closure, the engineered beach project lost a total of -24,600 cy (average of -1.5 cy/ft). This loss represents approximately 14% of the volume placed during initial construction of the County's Sector 5 renourishment. Figure 13 illustrates the cross -shore transfer of sand that occurred pre -Ian and post -Nicole. From this plot, it can be observed that a large portion of the sand in the upper beach profile was transferred to the sub -aquas portion. Background Erosion Background erosion was estimated to account for the beach volume changes other than losses due to Hurricanes Ian and Nicole that may have occurred during the time period between the pre- and post -storm surveys. Background erosion was analyzed in the study by calculating volume changes due to average wave conditions and storm events that occurred between July 2015 and July 2020 (5 years) and then accounting for sand volumes placed during that period. An average background erosion rate of -27,259 cy per year was calculated for the project area, which equates to -2,382 cy per month. Utilizing the background erosion rate of -2,382 cy per month for the 5 -month period between the pre -storm survey (September 2022) and the post -storm survey (January 2023), a background change of -11,500 cy was estimated for the project area. Beach Volume Change Attributed to Hurricanes Ian and Nicole After removing the background change (-11,500 cy) from the measured change (-24,600 cy), there is a difference of -13,036 cy. As such, it is estimated that the Sector 5 engineered beach fill project lost -13,036 cy of sand above the depth of closure directly attributed to the impacts of Hurricanes Ian and Nicole. Using the prorated distribution percentages described above, it is estimated that Hurricane Ian contributed to a volume loss of approximately -2,868 cy, and Hurricane Nicole contributed to a loss of -10,168 cy. 24 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 196 0 K O O O O O O O O O S O (AO) a6ue4o awnloA N r CR Lo O U ■!!1111 J J d0 Li � C� M U D as � � z °iS J MENC=MMEMEEMEMEMEMENMEEMEMEMENMEM00=30MEEMEEK=3000- Q Z w 2 0 z tw w w IL IL Q Al111 I 1■e=31mi O O O O O O O O O S O (AO) a6ue4o awnloA N r CR Lo O U J J d0 Li � C� M U D as � � z °iS J � Q Z w 2 0 z tw w w IL IL Q 26 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 198: Figure 13. Post -Storm Profile Adjustment. • Volume Lost under Design/Construction Template Although FEMA only considers losses within the active beach profile from the landward limit of the dune to the depth of closure, it is important to note the impacts to the design/construction template due to the passage of Hurricanes Ian and Nicole. When comparing the post -Nicole profile to the permitted design and construction template, the Sector 5 project area lost 112,100 cy from the design profile, which equates to 69% of the volume placed during the most recent project. These impacts have greatly reduced the storm protection benefit provided by the design profile to neighboring upland infrastructure. Table 7 summarizes losses observed at each R -monument along the Sector 5 shoreline. 27 APTIM ENVIRONMENTAL $ INFRASTRUCTURE, LLC 199 i I Figure 13. Post -Storm Profile Adjustment. • Volume Lost under Design/Construction Template Although FEMA only considers losses within the active beach profile from the landward limit of the dune to the depth of closure, it is important to note the impacts to the design/construction template due to the passage of Hurricanes Ian and Nicole. When comparing the post -Nicole profile to the permitted design and construction template, the Sector 5 project area lost 112,100 cy from the design profile, which equates to 69% of the volume placed during the most recent project. These impacts have greatly reduced the storm protection benefit provided by the design profile to neighboring upland infrastructure. Table 7 summarizes losses observed at each R -monument along the Sector 5 shoreline. 27 APTIM ENVIRONMENTAL $ INFRASTRUCTURE, LLC 199 Vol. Density VOIL1010 R-70 i. 1,017.2 11,66I . d 953.6 9,717 i R-73 x,031.0 9,644 1,150.1 10,446 R -75y 10.3 ��;.i; : 911.5 5,553: r R-76 :.1,030&2 446% T71 1,028.6 ::. $014: . R-78 936.4 6 8W3 i 1,183.6 8,376 954.4 .5,773 :. { R-81 983.0 .4740:1- 4,740 i . R -8 952.5 5,063. . 83 11 1,149.5 3,6.58 1. j R-84 835.8 .:.: .. 764: I. 1,142.1 1,996 R-86 R I I ?8 l w APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC I 7. DUNE VEGETATION Indian River County has proactively managed the Sector 5 dune system since the first major restoration project. The 2019/2020 project placed approximately 128,800 dune plants along the project area dune crest. In addition to planned dune maintenance, the County fortified the Sector 5 dune in winter 2022 with approximately 135,000 additional dune plants at increased densities (Figure 14). Figure 14. Newly planted sea oats from winter 2022. The dune vegetation along the Sector 5 shoreline is in need of rehabilitation due to impacts from Hurricanes Ian and Nicole. The dune system provides valuable protection to coastal infrastructure in addition to serving as habitat. Based upon an analysis of the pre- and post -storm landward vegetation extents, there was an average overall cross -shore loss of vegetation of 19 ft. Utilizing dune retreat at each profile within the project area and the average loss of vegetated dune area, approximately 423,360 dune plants are required to fully replant the dune system. 8. COST ESTIMATE The cost estimate to replace sand lost due to impacts from the 2022 hurricane season is based on obtaining material from upland sand mine(s) and transporting it to the project site via truck -haul method (Table 8). This was the method of construction utilized for the latest 2019/2020 renourishment. The itemized cost estimates are based on bids received previously. Engineering, Design, Permitting, and Construction Administration costs are estimated at 10% of the 29 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 201 construction cost, which is typical based on previous project experience. A 10% contingency is included to account for uncertainties such as inflation and fuel prices. The estimated cost to repair the damages from both storms is $2,202,694.65 with 10% added for contingency. The costs associated with Hurricanes Ian and Nicole are $484,592.82 and $1,718,101.83, respectively. Table 8. Estimated Construction Cost to Replace Volume Change to DOC 1) Mobilization & Demobilization LS 1 $ 275,000.00 $ 275,000.00 2) Supply/Deliver/Place Sand CY 13,036 $ 51.35 $ 669,398.60 3) Beach Tilling LS 1 $ 28,560.00 $ 28,560.00 4) Environmental Compliance LS 1 $ 128,315.00 $ 128,315.00 5) Supply/Deliver/Plant Dune Vegetation EA 423,360 $ 1.07 $ 452,995.20 6) Site Restoration LS 1 $ 26,140.00 $ 26,140.00 7) Pre- and Post -Placement Surveys LS 1 $ 240,000.00 $ 240,000.00 8) Engineering, Design, Permitting, Construction Admin. LS 1 10% of items 1-5 $ 182,040.88 $ 240,000.00 Subtotal Cost Engineering, Design, Permitting, Construction Admin. 10% of items 1-5 $ 2,002,449.68 Contingency 10% $ 200,244.97 Total Cost 10% S 2.202.694.65 *Unit cost estimates are based on bidding costs associated with the I RC Sector 3 project conducted in 2021/22 Additionally, construction costs to replace the volume lost under the design template are presented herein as the losses experienced within the dunes and upper contours of the dry beach are not expected to recover naturally (Table 9). As such, the estimated cost to repair the damages to the construction template from both storms is $8,357,887.69 with 10% added for contingency. This methodology will return the project area to its intended storm protection. Table 9. Estimated Construction Cost to Replace Template Losses ITEM PROJECT ELEMENT UNIT QUANTITY UNITCOST* COST 1) Mobilization & Demobilization LS 1 $ 275,000.00 $ 275,000.00 2) Supply/Deliver/Place Sand CY 112,100 $ 51.35 $ 5,756,335.00 3) Beach Tilling LS 1 $ 28,560.00 $ 28,560.00 4) Environmental Compliance LS 1 $ 128,315.00 $ 128,315.00 5) Supply/Deliver/Plant Dune Vegetation EA 423,360 $ 1.07 $ 452,995.20 6) Site Restoration LS 1 $ 26,140.00 $ 26,140.00 7) Pre- and Post -Placement Surveys LS 1 $ 240,000.00 $ 240,000.00 8) Engineering, Design, Permitting, Construction Admin. 10% of items 1-5 $ 690,734.52 Subtotal Cost $ 7,598,079.72 Contingency 10% $ 759,807.97 Total Cost $ 8,357,887.69 *Unit cost estimates are based on bidding costs associated with the IRCSector 3 project conducted in 2021/22 30 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 202 9. SUMMARY During the storm inter -survey period, the Sector 5 engineered beach project experienced an average shoreline change of 1.8 ft, an average dune retreat of -19.4 ft, and a beach volume loss of -24,600 cy above the depth of closure. For the 5 -month period between the pre -Ian survey (September 2022) and post -Nicole survey (January 2023), a background sand loss of -11,564 cy was estimated for the project area. After removing the background loss from the measured loss, the Sector 5 engineered beach project is estimated to have lost -13,036 cy of sand directly attributed to the impacts of Hurricanes Ian and Nicole. It is estimated that Hurricane Ian contributed to a volume loss of approximately -2,868 cy, and Hurricane Nicole contributed to a loss of -10,168 cy. The estimated cost to repair the damages from the 2022 hurricane season ranges from $2,202,694.65 to $8,357,887.69 (with 10% added for contingency) depending on type of volume losses considered (total profile loss versus losses from construction template). It is important to note that although FEMA's method of determining losses is minimal, the dune portion of the beach suffered severe damage following the 2022 hurricane season, which reduces the storm protection benefit of the engineered beach system. Due to the normal wave climate within the project area, it is unlikely that the dry beach will recover to pre -storm conditions. 31 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 203 10. REFERENCES APTIM, May 2022. Indian River County Sector 5 Beach & Dune Renourishment Project, Post - Construction Engineering Report. Prepared for Indian River County. CB&I Coastal Planning & Engineering, Inc. (CB&I) February 2015. Beach Preservation Plan, Indian River County. Prepared for Indian River County. Coastal Technology Corporation, December 2008a. Indian River County, Florida, Beach Preservation Plan. Prepared for Indian River County. Indian River County via James Gray, 2017. Indian River County Coastal Engineering Division. Email correspondence dated May 4, 2017. Indian River County Coastal Engineering Division, September 30, 2022. Beach Observation Report, Hurricane Ian. Indian River County Coastal Engineering Division, November 10, 2022. Beach Observation Report, Hurricane Nicole. National Hurricane Center, 2022 Tropical Cyclone Advisory Archive. National Oceanic and Atmospheric Administration (NOAA). https:llwww.nhc.noaa.gov/archive/2022/ National Oceanic and Atmospheric Administration, 2022a. National Data Buoy Center. http: //www. ndbc. noaa.govl National Oceanic and Atmospheric Administration, 2022b. Tides & Currents. http: //tidesandcurrents. noaa.govl 32 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 204 APPENDIX A Beach Profile Cross -Sections APPENDIX B Pre- and Post -Storm Photographs These photos are from Indian River County's Beach Observation Reports for Hurricanes Ian and Nicole (.IRC, 2022) APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 206 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 207 f. 1. .. i APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 208 Indian River County Post Hurricanes Ian and Nicole Sectors 3 & 5 Beach Status Public Works Department Coastal Engineering Division May 2, 2023 rricanes lag and Nicole Hurricane Ian's Path (Source: The Weather Channel) Hurricane Nicole's Path (Source: Weather Underground) Much of Indian River County's 22.4 miles of beaches sustained appreciable erosion to the beach berm and dunes as a result of impacts from these storms. 6/7/2023 UMV • Sectors 3 and 5 beaches are considered Engineered beaches with renourishment projects having been performed within these Sectors • Permits allowing for sand placement activities are currently in place for these Sectors • Post -construction monitoring activities currently being performed in accordance with permit requirements from previous renourishment events CAN act as required pre -construction monitoring for a potential future project Draft Damage Assessment Reports prepared by the County's Coastal Engineering Consultant incorporating results from the post -storm hydrographic surveys are currently being reviewed County staff continue to work with FEMA and the FDEP on quantifiable sand losses and determinations of potential funding availability for future repair projects 6/7/2023 Zn'g - 2 6/7/2023 • Draft estimates to repair the damages from the 2022 Hurricane season to Sector 3 range from $7.5 million (dune repair) to $26.6 million (full beach and dune restoration) based on loss calculations (92,800 to 399,500 cubic yards)* • Estimates to repair the damages from the 2022 Hurricane season to Sector 5 range from $2.0 million (dune repair) to $8.36 million (full beach and dune restoration) based on loss calculations (13,036 to 112,100 cubic yards)** • We are currently working with FEMA and have preliminarily scheduled dune restoration activities for the November 2023/March 2024 construction season pending funding being made available. * Draft Sector 3 Storm Damage Report: Hurricanes Ian & Nicole, APTIM ** Draft Sector 5 Storm Damage Report: Hurricanes Ian & Nicole, APTIM Z0$ - 3 INDIAN RIVER COUNTY, FLORIDA MEMORANDUM TO: John Titkanich, Jr. County Administrator THROUGH: Richard B. Szpyrka, P.E., Public Works Director FROM: Eric Charest, Natural Resources Manager SUBJECT: Sector 7 Beach and Dune Restoration Project Easement Status and Project Options DATE: April 24, 2023 DESCRIPTION AND CONDITIONS /Rgq The Indian River County Sector 7 Beach and Dune Restoration Project (Project), initially scheduled to be completed during the November 2020 through April 2021 beach construction time period has been postponed at the direction of the Board of County Commissioners (BCC) three (3) times over the past three (3) consecutive beach construction seasons (November 1 to March 31). These postponements have been discussed in public forums and agreed to based on a lack of sufficient easements having been obtained to make the Project viable and constructible (July 14, 2020 BCC meeting in which a 90% easement acceptance target was set to provide for a successful project). Each postponement of the Project had run the risk of available funding not being extended into the next construction season, but Staff was able to obtain approval from both FEMA and the FDEP to extend the funding, with the current approval allowing for construction to take place this season (November 2023 through April 2024). Staff has brought forward to the BCC, Departmental Agenda Items on multiple occasions related to the status of the easements for the Sector 7 Project, with the most recent County item brought forth under a Commissioner Item at the January 31, 2023 BCC meeting. At that meeting, the BCC passed unanimously a motion to circulate a revised easement request to the property owners within Sector 7 who had either denied or deferred previous attempts by Staff to obtain an executed easement agreement. The easements circulated after that January 31, 2023 BCC meeting contained revised language created by Commissioner Earman and the County Attorney mirrored language from utility and construction easements that the County routinely engages in. The intent of the revised language was to overcome some of the reluctance from property owners at signing the easements used forthe completed Sector 3 and Sector 5 projects. At that meeting, a deadline of March 17, 2023 was set for the revised easements to be returned to the County. On February 21, 2023, under a Public Discussion Item, options were reviewed with regards to shifting the starting point of the Sector 7 permitted Beach and Dune Restoration Project in orderto exclude portions of the Project area in which large percentages of the property owners had denied or deferred the original easement. At that meeting, the BCC did not support the request of the speaker to adjust the project limits in order to seek a higher percentage of easement agreements at the expense of significantly reducing the amount of sand. In addition, at that meeting, Staff indicated that an extension to the return of signed easements could be made through April 1, 2023 at which time a decision would need to be made as to whether to move forward with required pre -construction monitoring activities in order to go to construction in November 2023. 209 Sector 7 Beach and Dune Restoration Easement Update May 2, 2023 BCC Meeting Of the 27 revised easement agreement packages that were mailed out during February, one (1) signed easement has been returned and is currently under review for recording, with one (1) additional response being received in which the property owner's legal counsel recommended against providing the County with a permanent easement. For the remaining 25 easements, the County did not receive any written correspondences regarding acceptance or denial of the revised easement. As of April 4, 2023, the Sector 7 Beach and Dune Restoration Project has been unable to garnish the targeted 90% acceptable easements, with 67% of the properties having an easement in place, 1% of the properties currently in review, and 32% of the properties either denying or not providing a response on multiple County attempts to obtain an easement. To date, the County has spent approximately $700,000 on permitting, monitoring and design work associated with the Sector 7 Beach and Dune Restoration Project, in addition to countless Staff hours attempting to obtain the required easements. It is estimated that the construction of the Sector 7 Beach and Dune Restoration Project could cost approximately $12,000,000 to $14,000,000 (based on estimated costs at the time of construction), with FEMA funding in the amount of $4,325,015 (after a reduction of $1,372,844 for insurance proceeds received) and FDEP funding in the amount of $307,583 currently available for the Project. The purpose of this current Sector 7 Beach and Dune Restoration Project update is to provide the BCC with the current status of the easements within Sector 7 and to request guidance on the project. In order for on -beach construction to start this upcoming season (November 2023 through April 2024), pre - construction monitoring must commence in the upcoming spring/summer timeframe. This pre - construction monitoring is estimated to cost approximately $250,000. In addition to pre -construction monitoring, modifications to the permitted fill templates will be required in advance of any beach nourishment activities, along with bidding and award consultant services. Many of these monitoring and design/permitting/bidding efforts are a duplication of tasks completed three years ago in advance of the expected 2020/2021 construction season which was put on hold due to the lack of easements obtained. At the April 17, 2023 publicly noticed Beach and Shore Preservation Advisory Committee (BSPAC) meeting, County staff presented the Committee with an update on the Sector 7 Beach and Dune Restoration Project. As this project had been discussed many times over the years with this group, Committee members recommended the County modify Option #3 being presented to the BCC to include 210 July 2020 Jan Sep 2020 BCC Jul 2021 BCC Mar 2022 BCC Month/ 2018 B Meeting Meeting Meeting April Year (Project Meeting (1st (2nd (3rd 2023 (Establish Start) Target) Postponement) Postponement) Postponement) Granted 0 90% set as 41(50%) 51(62%) 54(66%) 55(67%) the Goal In 0 10(12%) 8(10%) 1(1%) 1(1%) Process Pending 0 26(32%) 9(11%) 12(15%) 11(14%) Denied 0 5(6%) 14(17%) 15(18%) 15(18%) To date, the County has spent approximately $700,000 on permitting, monitoring and design work associated with the Sector 7 Beach and Dune Restoration Project, in addition to countless Staff hours attempting to obtain the required easements. It is estimated that the construction of the Sector 7 Beach and Dune Restoration Project could cost approximately $12,000,000 to $14,000,000 (based on estimated costs at the time of construction), with FEMA funding in the amount of $4,325,015 (after a reduction of $1,372,844 for insurance proceeds received) and FDEP funding in the amount of $307,583 currently available for the Project. The purpose of this current Sector 7 Beach and Dune Restoration Project update is to provide the BCC with the current status of the easements within Sector 7 and to request guidance on the project. In order for on -beach construction to start this upcoming season (November 2023 through April 2024), pre - construction monitoring must commence in the upcoming spring/summer timeframe. This pre - construction monitoring is estimated to cost approximately $250,000. In addition to pre -construction monitoring, modifications to the permitted fill templates will be required in advance of any beach nourishment activities, along with bidding and award consultant services. Many of these monitoring and design/permitting/bidding efforts are a duplication of tasks completed three years ago in advance of the expected 2020/2021 construction season which was put on hold due to the lack of easements obtained. At the April 17, 2023 publicly noticed Beach and Shore Preservation Advisory Committee (BSPAC) meeting, County staff presented the Committee with an update on the Sector 7 Beach and Dune Restoration Project. As this project had been discussed many times over the years with this group, Committee members recommended the County modify Option #3 being presented to the BCC to include 210 Sector 7 Beach and Dune Restoration Easement Update May 2, 2023 BCC Meeting amended language such that the BSPAC members supported the determination that the current Sector 7 Beach and Dune Restoration Project was not constructible based on lack of sufficient stakeholder support, but that County staff should be directed to pursue, study, examine what an alternative project could be that could be designed and built that was feasible. This recommendation has been incorporated into Amended Option #3 presented below. As the current number of recorded easements falls short of the Board directed 90% value, Staff is seeking direction from the BCC on next steps. FUNDING Funding for the Sector 7 Beach and Dune Restoration Project was included in the FY 20/21 budget in the amount of $9,900,000.00. An increase to this amount up to $11,000,000 was requested in the FY 21/22 budget year reflecting projected market adjustments. As the project was postponed in 22/23 prior to budgeting, the cost of the Sector 7 Beach and Dune Restoration Project is expected to increase to $12,000,000-$14,000,000 based on market conditions for the upcoming FY 23/24 construction year. Should Staff be directed to request another extension to available funding, and should the agencies grant the extension, partial funding for the Sector 7 Beach and Dune Restoration Project may be made available through FEMA funding as shown in the amount of $4,325,015, with $307,538 being made available from the FDEP through their Cost Share Local Governmental Funding Request award. Additionally, insurance proceeds in the amount of $1,372,844 were also received for this project. If an extension is sought and granted, yet a sufficient number of easements are still not obtained, constructability of the project may still not be viable and the construction commencement date of November 1, 2024 may not be possible. AVAILABLE OPTIONS As the current percentage of executed easements for the Sector 7 Beach and Dune Restoration Project is below the targeted amount of 90%, with the current executed easements representing 67% of the necessary project easements, Staff is seeking guidance from the BCC as to how to proceed with the Sector 7 Beach and Dune Restoration Project knowingthat required pre -construction monitoring related expenses in the amount of $250,000 would be incurred over the spring/summer, well in advance of any on -beach related construction activity beginning on or after November 1, 2023. The following options are available: Option 1: While seeking the remaining easements necessary for a viable project, perform pre - construction monitoring in accordance with permit conditions and adjust permit templates accordingly. Prepare bid documents and advertise in July, with a bid opening in September. Prior to award of bid, come back to the BCC to reassess the number of easements obtained in order to determine constructability of the project. It is estimated that this approach could cost in excess of $250,000 and still may not yield a constructible project based on lack of easements. However, at this time the County has no viable access to the Sector 7 beach which will make the project expensive. 211 Sector 7 Beach and Dune Restoration Easement Update May 2, 2023 BCC Meeting Option 2: Determine the project to not be constructible in the FY 2023/2024 construction window and do not pursue pre -construction monitoring at this time. As the permits forthe Sector 7 Beach and Dune Restoration Project are valid for 15 years, staff can once again seek extensions on the funding currently available (FDEP LGFR Grant and FEMA funds) and potentially pursue construction in the 2024/2025 construction window. However, as the project seems to be at an impasse based on lack of sufficient stakeholder support, the funding agencies may claim that no additional extensions are warranted. Staff has been notified by FEMA that Indian River County has currently been granted the longest time extension for any Hurricane Matthew project. Additionally, staff will continue to try and solve the beach access issue as the County has no viable access to the Sector 7 beach. Original Option 3: Determine the project to not be constructible at all based on lack of sufficient stakeholder support in signing the original or revised easements and beach access not being available. This approach would require that both FEMA funding and the FDEP Grant funds be surrendered by the County, and any future projects that may be sought would be subject to being funded solely by the County should no additional funding sources be found. In addition, Insurance funds received for Sector 7 losses incurred under Hurricanes Matthew and Irma may need to be reallocated to the Sector 3 and 5 projects, with potential refunds to FEMA on insurance receivables should they not be allowed to be used to off -set Sector 7 costs incurred to date. BSPAC Amended Option 3: Determine the current project to not be constructible at all based on lack of sufficient stakeholder support in signing the original or revised easements and beach access not being available. Per BSPAC recommendation, the BCC should direct Staff to pursue, study, examine what an alternative project could be that could be designed and built that was feasible. This approach may require that both FEMA funding and the FDEP Grant funds be surrendered by the County, and any future projects that may be sought would be subject to being funded solely by the County should no additional funding sources be found. In addition, that may impact Insurance funds already received for Sector 7 losses incurred under Hurricanes Matthew and Irma which may need to be reallocated to the Sector 3 and 5 projects, with potential refunds to FEMA on insurance receivables should they not be allowed to be used to off -set Sector 7 costs incurred to date or future costs from a redesigned project. RECOMMENDATION Staff is seeking BCC direction on the how to proceed with the Sector 7 Beach and Dune Restoration project. The easement issue appears to be at an impasse and while the County continues to reach out to property owners to obtain easements, there is little chance that the County will obtain enough easements to make the project viable. APPROVED AGENDA ITEM FOR MAY 2. 2023 212 F"11 2018 • Consultants design Project and pursue permit • Permit is valid for 15 years Sept. 22, 2020 -During Bid Review only 50% easements obtained -BCC determine to postpone the project -Staff continues to pursue remaining Feb. 21, 2023 -AP ublic Discussion Item suggests shifting the Project boundary • BCC determine not to shift 2019 • Staff starts pursuing construction easements for July 6, 2021 -staff provides Project update to BCC -Only 62% of easements obtained •BCC determine to postpone the Project Apr. 17, 2023 • Staff provided Project update to BSPAC • Only 67% of easements obtained • BSPAC unanimously approve making recommendation to the BCC July 14, 2020 • BCC sets a target easement acceptance rate of Mar. 8, 2022 -Staff provides Project update to BCC -Only 66% of easements obtained -BCC determine to postpone the Project Today (May 2, 2023) • Staff provides Project update to BCC • Only 67% of easements obtained July 26, 2020 • Project goes to competitive bid Jan. 31, 2023 -Commissioner Earman suggests modified easement language -BCC accepted suggested modification -Staff send new easement to 27 6/7/2023 • Targeted mass mailings • BCC commission meetings • Beach and Shore Preservation Advisory Committee • Emails • Phone Calls • Webinars • Newspapers • Local Homeowner/Condo Associations • Civic groups • Environmental groups Staff have utilized various methods to disseminate information 010-- 2 Sector 7 Easement Tracking Sept. July March May As of Date 2020 2021 2022 2023 Granted 41(50%) 51(62%) 54(66%) 55(67%) Easement In 10(12%) 8(10%) 1 Process Pending 26(32%) 9(11%) 12(15%) 11(14%) Response Denied Easement 5(6%) 14(17%) 15(18%) 15(18%) —No Sand 010-- 2 6/7/2023 2�2� 3 7 �Ow 1, The Sector 7 Project is designed to place approximately 294,496 cy of sand along 2.2 miles of the project area. Due to nearshore hardbottom reefs being further offshore in the northern limits of the project area compared to the south, 43% of the 294,496 cy of sand (126,600 cy) is to be placed within the northern section of the project area, also knows as the "feeder beach". The benefit of this "feeder beach" design is to nourish the southern portion of the project through natural long -shore north to south sand movement. 2�2� 3 odifi+ d asement - • Commissioner's Office mailed 27 property owners the new easement package. • 1 property owner signed and returned the modified easement. • 1 letter was received from a property owner's legal counsel recommending against the easement. • 25 properties with no response to the modified easement. 6/7/2023 212 4 Color Description Properties Percentage Granted 55 67% Easements Signed Easements Under Review 1 1% Recording Denied Easements- 15 18% No Sand 11 14% Pending (Denial) Responses odifi+ d asement - • Commissioner's Office mailed 27 property owners the new easement package. • 1 property owner signed and returned the modified easement. • 1 letter was received from a property owner's legal counsel recommending against the easement. • 25 properties with no response to the modified easement. 6/7/2023 212 4 Decision to be made: • Beach and Shores Preservation Advisory Committee was presented with the Sector 7 status at the regularly scheduled April 1.7. meeting. • Discussions regarding the status and options resulted in the BSPAC making a Amended Option #3 that was unanimously approved as a recommendation to be made to the Board of County Commissioners. • BSPAC recommendation incorporated into the Options presented in the accompanying agenda item. 6/7/2023 21-2,�, 5 6/7/2023 • Seek the remaining easements necessary for a viable project. • Perform pre -construction monitoring in accordance with permit conditions/adjust permit templates accordingly. It is estimated that this will cost in excess of $250,000 and still may not yield a constructible project based on lack of easements. • Prepare bid documents and advertise in July, bid opening in September. • Prior to award of bid, come back to the BCC to reassess the amount of easements. • Determine the project to not be constructible in the FY 2023/2024 construction window. • Do not pursue pre -construction monitoring. • Seek extensions on the funding currently available (FDEP LGFR Grant, FEMA, Division of Emergency Management (DEM) funds). Funding agencies may claim that no additional extensions are warranted. • Potentially pursue construction in the 2024/2025 construction window. ➢ Permits for the Sector 7 Beach and Dune Restoration Project are valid for 15 years. 2��6 Determine the project to not be constructible at all based on lack of sufficient stakeholder support in signing the easements and lack of public access as defined by the FDEP. ➢ Surrender FEMA, DEM, and the FDEP Grant funds. ➢ Future project may be subject to being funded solely by the County. ➢ In addition, Insurance funds received for Sector 7 losses may need to be reallocated to Sectors 3 and 5. Determine the project to not be constructible at all based on lack of sufficient stakeholder support in signing the original OR revised easements and lack of public access as defined by the FDEP. BCC to direct Staff to pursue, study, examine what an alternative project could be that could be designed and built that was feasible. Estimated cost $10,000. Seek extensions on the funding currently available (FDEP LGFR Grant, FEMA, Division of Emergency Management (DEM) funds). Funding agencies may claim that no additional extensions are warranted. This approach may result in Insurance funds received for Sector 7 losses needing to be reallocated to Sectors 3 and 5. 6/7/2023 0)2---7 Alternatives Assessment for Sector 7 • Review Monitoring surveys and reports • Characterize performance of 2 alternative potential future beach restoration 6/7/2023 �kHi Departmental Item Indian River County, Florida Department of Utility Services Board Memorandum Date: April 11, 2023 To: John A. Titkanich, Jr., County Administrator From: Sean C. Lieske, Director of Utility Services Prepared by: Robert J. Tobar, EI, Utility Design Engineer Subject: North Sebastian Septic to Sewer and Water Project Phase 2, Resolution IV Background: On March 9, 2021, the Indian River County (IRC) Board of County Commissioners (BCC) approved the adoption of Resolution 1 (2021-020) and Resolution II (2021-021) for the benefitting property owners in the North Sebastian Septic to Sewer and Water Phase 2 project. Subsequently, on April 20, 2021, the BCC adopted Resolution III (2021-030), making special assessments against certain properties to be specially benefited and serviced by a water main extension ("Assessment Project"). After the adoption of Resolution 111 (2021-030), the notice to proceed was issued on June 28, 2021. Analysis: There are 161 parcels in the water assessment portion, and the assessment amount was calculated to be $2,247.76 per parcel and $361,889.36 total at the adoption of Resolution II on March 9, 2021. The interest rate was set at 3.25% on December 4, 2020. However, it is 7.5% as of January 17, 2023. At an interest rate of 3.25%, benefitting property owners who elect to finance the assessment amount in 10 annual payments will need to pay a total of $2,649.58. At an interest rate of 7.5%, benefitting property owners who elect to finance the assessment amount in 10 annual payments will need to pay a total of $3,175.03, a difference of $525.45 over the 10 years. Benefitting property owners have 90 days from the date Resolution IV is approved to pre -pay the principal amount in full or may choose to have the assessment amount on their tax rolls from 2024 to 2034. The table below provides a breakdown of assessment fee payments based on interest rate. Assessment Fee Breakdown Interest Rate Number of Annual Payments Total Interest Principal Total Amount 3.25% 10 $ 401.82 $ 2,247.76 $ 2,649.58 7.50% 10 $ 927.27 $ 2,247.76 $ 3,175.03 Since the effort was initiated in 2021 when the interest rate was 3.25%, staff is recommending we amortize the $2,247.76 over 10 years at 3.25%. F:\Utilities\00_UTILITY -AGENDA TEMPLATE & GUIDELI NES\2023 Agenda Items\050223\Resolution IV North Sebastian Phase 2\Agenda North Sebastian S2S and Water Assessment Resolution IV 04.03.2023.docx 11 P a g e 213 Departmental Item Funding: There is no funding necessary for this agenda item. Recommendation: Staff requests authorization from the Board of County Commissioners to adopt Resolution IV and the final assessment roll and to establish 3.25% as the interest rate for the assessment. Attachments: Resolution No. IV and Final Assessment Roll F:\Utilities\00_UTILITV - AGENDA TEMPLATE & GUIDELINES\2023 Agenda Items\050223\Resolution IV North Sebastian Phase 2\Agenda North Sebastian S2S and Water Assessment Resolution IV 04.03.2023.docx 2 1 P a g e 214 As built (Final Reso. 4.) RESOLUTION NO. 2023- A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, CERTIFYING "AS -BUILT" COSTS IN CONNECTION WITH A SPECIAL ASSESSMENT PROJECT FOR WATER MAIN EXTENSION CONFIRMING THE SPECIAL ASSESSMENTS IN CONNECTION TO SERVE 13700-13990 RUFFNER LANE WITHIN RIVER TREES; AND 14365 78TH AVENUE, 14355 AND 14370 80T11 AVENUE WITHIN ERCILDOUNE HEIGHTS SUBDIVISION NO. 1; AND ALL PROPERTIES WITHIN ERCILDOUNE HEIGHTS SUBDIVISION NO. 2; AND ALL PROPERTIES LYING NORTHWEST OF BAY STREET (83RD AVENUE), ALL PROPERTIES WITHIN BLOCKS 1, 2, 3 AND 4; 8240133RD COURT AND 8225, 8245 AND 8255133RD PLACE WITHIN BLOCK 14, 8230, 8240 AND 8250 133RD PLACE, 8235, 8245 AND 8255 134TH STREET WITHIN BLOCK 15, 8240 134TH STREET, 13400 82"D COURT, AND 8235 AND 8255 135TH STREET WITHIN BLOCK 16, OF THE PLAT OF WAUREGAN ON FLEMING GRANT; AND ALL PROPERTIES WITHIN BLOCKS B-1 (LESS RIGHT-OF-WAY), B-2, B-3 AND B- 4 (RIVER FRONT), ALL PROPERTIES WITHIN BLOCK B-2 (RAILROAD FRONT), ALL PROPERTIES WITHIN BLOCKS 1, 2 AND 3, AND 12805 AND 12835 82"D COURT WITHIN BLOCK 5, AND 12820 AND 12846 82"D COURT WITHIN BLOCK 6, AND 12920 AND 12940 82"D COURT WITHIN BLOCK 8, AND 12948 AND 12960 82"D COURT WITHIN BLOCK 9, AND 12970 AND 12980 82"D COURT WITHIN BLOCK 10, OF THE TOWNSITE PLAT OF ROSELAND, FLORIDA, LOCATED WITHIN UNINCORPORATED INDIAN RIVER COUNTY, FLORIDA; PROVIDING FOR FORMAL COMPLETION DATE, AND DATE FOR PAYMENT WITHOUT PENALTY AND INTEREST. WHEREAS, the Board of County Commissioners of Indian River County ("Board") determined that a water main extension to serve 13700-13990 Ruffner Lane within River Trees; and 14365 78' Avenue, 14355 and 14370 801h Avenue within Ercildoune Heights Subdivision No. 1; and all properties within Ercildoune Heights Subdivision No. 2; and all properties lying northwest of Bay Street (831d Avenue), all properties within Blocks 1, 2, 3 and 4; 8240 133 d Court and 8225, 8245 and 8255 1331 Place within Block 14, 8230, 8240 and 8250 1331 Place, 8235, 8245 and 8255 134th Street within Block 15, 8240 134" Street, 13400 82nd Court, and 8235 and 8255 135th Street within Block 16, of the Plat of Wauregan on Fleming Grant; and all properties within Blocks B-1 (less right-of-way), B-2, B-3 and B-4 (river front), all properties within Block B-2 (railroad front), all properties within Blocks 1, 2 and 3, and 12805 and 12835 82nd Court within Block 5, and 12820 and 12846 82"d Court within Block 6, and 12920 and 12940 82"d Court within Block 8, 12948 and 1 _ t 215 RESOLUTION NO. 2023- 12960 8211 Court within Block 9, and 12970 and 12980 82nd Court within Block 10, of the Townsite Plat of Roseland, Florida, located within unincorporated Indian River County, Florida, was necessary to promote the public welfare of the County; and WHEREAS, on Tuesday, April 20, 2021, the Board held a public hearing at which time and place the owners of property to be assessed could appear before the Board to be heard as to the property and advisability of making such improvements; and WHEREAS, after such public hearing was held, the Board adopted Resolution No. 2021- 30, which confirmed the special assessment cost of the project to the property specially benefited by the project in the amounts listed in the attachments to that resolution; and WHEREAS, now that the project has been completed, the Director of Utility Services has certified the actual "as -built' cost to be less than the cost in confirming Resolution No. 2021-30. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, as follows: To avoid interest and penalty charges, payment may be made within ninety days after passage of this resolution (Resolution No. 2023- 1 . 023- 1. Payments bearing interest at the rate of % per annum may be made in ten annual installments and are proposed to be collected on the annual tax bill, per section 197.3632, Florida Statutes. 2. The final assessment roll for the project listed in Resolution No. 2023- shall be shown on the attached Exhibit "A". 3. The assessment, as shown on the attached Exhibit "A", shall stand confirm, and will remain legal, valid, and binding first liens against the property against which such assessments are made until paid. 2 216 RESOLUTION NO. 2023- 4. The assessment shown on Exhibit "A", attached to Resolution No. 2021-30, were recorded by the County on the public records of Indian River County, and the lien shall remain prima facie evidence of its validity. 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: Chairman Joseph H. Earman Vice -Chairman Susan Adams Commissioner Joseph E. Flescher Commissioner Deryl Loar Commissioner Laura Moss The Chairman thereupon declared the Resolution duly passed and adopted this day of , 2023. BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY, FLORIDA By: ATTEST: Jeffrey R. Smith, Clerk of Circuit Court and Comptroller By: Deputy Clerk Approved as to form and legal sufficiency: By: Dylan Reingold, County Attorney Joseph H. Earman, Chairman Attachment: Exhibit "K- Assessment Roll (to be recorded on Public Records) �3 217 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit A Parcel# 30382100001000000001.0 Assessment= $2,247.76 Owner TREASURE COAST GETAWAYS INC Secondary Owner Map ID: 134 Malling Address 8335135TH LN SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBS 1-75 LOT i Site Address 1357583RDAVE Revision Date: 4/3/2023 Parcel# 30382100001000000002.0 Assessment= $2,247.76 Owner TREASURE COAST GETAWAYS INC Secondary Owner Map ID: 205 Mailing Address 8335135TH LN SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL LOT 2 LESS PARCEL AS IN OR BK 560 PP 2283 & LESS FOLL DESC PARC: BEG A T NE CO R OF SAID LOT 2; TH CONT NW ON NE BDRY OF LOT 2; 520 FTTO A PT BEING POB; TH CONT NW 125 FT, TH RUN SW 175 FT PERPENDICULAR TO NW BDRY TO A PT ON BDRY COMMON TO LOT 2 & 3; TH SE 125 FT; TH NE 175 FT TO TRUE POB. Site Address 8315135TH LN Revision Date: 4/3/2023 Parcel# 3038210D0010D0000002.1 Assessment= $2,247.76 Owner BISHOP, BEN AUSTIN and SUZANNE C Secondary Owner Map ID: 135 Mailing Address 8301135TH LN SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL THAT PORT OF LOT 3 BEING MOREPART DESC AS FOLL, FOR A COMMENCEMENT BE GIN AT THE INT OF THE NLY R/W LINE OF BAY ST WITH THE NELY LINE OF THE FLEMING GRANT, TH RUN S 44 DEG 54 MIN 43 SEC W ALONG THE NLY R/W LINE OF AFORESAID BAY ST A DIST OF 165.97 FT TO THE NELY COR OF LOT 2; SAID PLAT OF WAUREGAN; TH RUN S 4 5 DEG 00 MIN 00 SEC W A DIST OF 95.0 FT, TO THE POB OF THIS DESC; TH RUN S 45 DEG 04 MIN 22 SEC W A DIST OF 80.00 FT TO A PT DIVIDING LOTS 2 & 3; SAID PLAT OF WAUREGAN; TH RUN NWLY ALONG THE LINE DIVIDING SAID LOTS 2 & 3 A DIST OF 500.0 FT TH RUN NELY A DIST OF 175.0 FT TO A PT ON THE LINE DIVIDING LOTS 1 & 2; SAID PLAT OF WAUREGAN; TH RUN SELY A DIST OF 370.0 FT TO THE NELY COR OF LANDS DESC IN OR BK 897 PG 45; TH RUN 5 45 DEG 00 MIN 00 SEC W A DIST OF 95.0 FT TH RUN SELY A DIST OF 130.0 FT TO THE POB. SUBJECT TO A 12.0 FT WIDE INGRESS/EGRESS & UTILITY EASEMENT OVER THE NLY 12.0 FTTHEREOF. LESS THE FOLLOWING DESC PCL THE SE 350 FT OF THE NW 160.00 FT OF THE SE 645.00 FT OF LOT 2 WAUREGAN PLAT SEC 21 FLEMING GRANT TWP 30 S REG 38 E MORE PART DESC AS FOLLOWS; BEG AT THE NE COR OF SAID LOT 2; TH CONT NW OF THE NE B DY OF LOT 2; 520.00 FT TO A POB;TH RUN SW 175.00 FT PERPENDICULAR TO THE NW BDY TO A PT ON THE BDY COMMON TO SAID LOT 2 & 3 THE WAUREGAN PLAT;TH RUN SE 35.00 FT ON SAID BDY OF LOT 2 & LOT 3; TH RUN NE 175.00 FT TO SAID NE BDY OF LOT 2; TH R UN NW 35.00 FT ALONG SAID NE BDY Of LOT 2 TO THE POB" Site Addrm 8301135TH LN Revision Date: .:. 202,E Page 1 F:\Utilities\UTIUTY - Engii Bering\Projects - Utility Construction Permits\IRC - North Sebastian S2S (M&M)\Agendaltems\Phase ii\Resolution_IV\01_finalAssessmentRoliT10NA.docx Mon A6'2023 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 o e(r7,�a Exhibit A Parcel# 30382100001000000002.2 Assessment= $2,247.76 Owner TREASURE COAST GET AWAY INC Secondary Owner Map ID: 136 Mailing Address 8335135TH LN SEBASTIAN FL 31958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESCAS FOLL NW 125 FT OF SE 645 FT OF LOT2; MORE PART DESCAS FOLL, BEG AT NE COR OF SAID LOT 2, TH CONT NW ON NE BDRY OFLOT 2 DIST OF 520 FT TO A PT BEING THEPOB; TH CONT NW 115 ET,• TH RUN SW 175 FT PERPENDICULAR TO NW BDRY TO A PT ON BDRY COMMON TO LOT 2 & LOT 3, TH SE 115 FT,•TH NE 175 FT TO TRUE POB; ALSO INC THE FOLLOWING DESC PCL THE SE 35.00 FT OF THE NW 160.00 FT OF THE SE 645.00 FT OF LOT 2 WAUREGAN PLAT SEC 21 FLEMING GRANT T WP 30 S RGE 38 E PBS 1-178 MORE PART DESCAS FOLLOWS; BEG AT THE NE COR OF SANDLOT 2; TH CONT NW OF THE NE BOY OF LOT 2 ; 520.00 FT TO A POB; TH RUN SW 175.00 FT PERPENDICULAR TO THE NW BOY TO A PT ONTHE BOY COMMON TO SAID LOT 2 & LOT 3 TH E WAUREGAN PLAT; TH RUN SE 35.00 FT ON SAID BDY OF LOT 2 & LOT 3,• RUN NE 175.00FT TO SAID NE BOY OF LOT 2,• TH RUN NW 35.00 FT ALONG SAID NE BOY OF LOT 2 TO THEPOS Site Address 8311135TH LN Revision Date: 4/3/2023 Parcel# t7 mzm 30382100001000000002.3 Assessment= $2,247.76 Owner KEYES, PAMELA KAY (LE) Secondary Owner ZERNDT, TIMOTHY JAMES (TRS) Map ID: 137 Mailing Address 240 SORRENTO RANCHES DR NOKOMIS FL 34275 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBS 1-7S BEING MORE PART DESC AS FOLL A PORT OF LOT 2 MORE PART DESCAS FOLL; COM AT INTERSECTION OF NLY R/W LINE OF BAY ST (A/K/A 83RD AVE) & FLEMING GRANT LINE & RUN S 44 DEG 54 MIN 43 SEC W ALONG SAID NLY R/W 165.97 FT TO POB; SAID PT ALSO BEING SELY COR OF LOT 2;TH S 45 DEG 00 MIN 00 SEC W 95 FT; TH N44 DEG 58 MIN 48 SEC W 130 FT; TH N 45 D EG 00 MIN 00 SEC E 95 FT TO ELY LINE OFSAID LOT 2; TH 5 44 DEG 58 MIN 48 SEC EALONG SAID ELY LINE OF LOT 2 DIST OF 130 FT TO POB. Site Address 8300135TH LN Revision Date: 4/3/2023 ,,.. ... ,. Parcel# 30382100001000000003.0 Assessment= $2,247.76w Owner GREENAWAY, BRIAN Secondary Owner PARADOA, AMBERLY Map ID: 138 Mailing Address 13555 83RD AV SEBASTIAN FL 32958 Legal FLEMING GRANT PLAT SHOWING THE SUBDIVISION OF THE PBB 1-72 BEING MORE PART DESC AS FOLL: THE E HALF OF LOT 3 BEING 100 FT IN WITH AND RUNNING FROM BAY STREET TO THE SEBASTIAN RIVER Site Address 13555 83RD AVE Revision Date: 4/3/2023 Page 2 FAUtillties\U71UTY - Engineering\Projects -Utility Construction Permits\IRC -North Sebastian (M&M)\Agendaitems\Phaseil\Resolution_IV\OS FinalAssessmentRoil_ TION 4.( Mond�Aril03, 2 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit Parcel# 30382100001000000D03.1 Assessment= $2,247.76 Owner STEWART, BONNIE Secondary Owner Map ID: 6 Mailing Address 863 ROBIN LN SEBASTIAN FL 32958 Legal PLATOF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESCAS FOLL W1/ 2 OF LOT 3 & LOT 4; LESS PARC CONVEYED TO FRANKJ ZORCJR IN D BK 56 PP 69; AND SUBJECT TO DRAINAGE/MAINTENANCE EASEMENT REC OR SK 1711/837. Site Address 13545 83RD AVE Revision Date: 4/3/2023 Parcel# 30382100001000000004.0 Assessment= $2,247.76 Owner ROGALA, FRANK (TR) Secondary Owner Map ID: 133 Mailing Address 13515 83RD AV ROSELAND FL 32957 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL PART OF LOT DESC AS COM ATACOR IN THE NLY LINE OF BAY ST WHICH IS COMMON TO LOTS 4 & 5;RUN N 46 DEG 06 MINE; ALONG BAY ST; DIST OF 25 FT TO A PT.TH RUN N 43 DEG 54 MIN W DIST OF 309.35 FT TO A PT; BEING THE POB. TH RUN N 43 DEG 54 MIN W A DIST OF 343.51 FT TO A PT.TH RUN N 46 DEG 11 MIN E A DIST OF 87.6 5 FT TO A PT; TH RUN S 43 DEG 52 MIN 20SEC E A DIST OF 109.68 FT TO A PT, TH RUN S 82 DEG 38 MIN 42 SEC E A DIST OF 87. 88 FT TO A PT; TH RUN S 44 DEG 06 MIN 04SEC E A DIST OF 166.23 FT TO A PT, TH RUN S 46 DEG 32 MIN 10 SEC W A DIST OF 14 3.19 FT TO THE P08. Site Address 13537 83RD AV Revision Date: 4/3/2023 Parcel It 30382100001000000004.1 Assessment= $2,247.76 Owner ROGALA, FRANK J (TR) Secondary Owner Map ID: 1 Mailing Address 13515 83RD AV ROSELAND FL 32957 Legal PLAT OF THE FLEMING GRANT PBB 1-72 SEC 21 TWN 30 RNG 38 FROM AN IRON PIPE LOCATED ON THE SE COR OF LOT 1 WAUREGAN SUBDIVISION AND THE FLEMING GRANT LINE RUN S46 -06W ALTHE N ROW LINE OF BAY STREET FOR A DISTANCE OF 601 FT TO A PIPE ON THE POB TH CONT S46 -06W ALSAID ROW FOR A DIST OF 140 FT TH N43 -54W PARA TO THE W LINE OF LOT 4 WAUREGAN SUBDIVISION FOR A DIS OF 309.35 FT TH N46 -06E FOR A DIS OF 141.62 FT TH S43 -36E FOR A DIS OF 309.36 FT TO THE POB Site Address 13535 83RD AV Revision Date: 4/3/2023 Page 3 O e4�•- INDIAN RIVER COUNTY — DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 — WATER ASSESSMENT FINAL ASSESSMENT ROLL — RESOLUTION 4 Exhibit A 'wp' Parcel# 30382100001000000004.2 Assessment= $2,247.76 Owner ROGALA, GEORGE T and LINDA Secondary Owner Mop ID: 185 Mailing Address PO BOX 866 ROSELAND FL 32957 Legal PLAT OF WAUREGAN ON FLEMING GRANTP89 1-75 BEING MORE PART DESCAS FOLL BEG ATA COR IN THE NLY LINE OF BAY ST WHICH IS COMMON TO LOTS 4 & 5, N 43 DEG 54 MIN W,• ALONG THE LINE BETWEEN LOTS 4 & 5, A DIST OF 1007.5 FT; M/LTO THE SHORE OF SEB RIVER, THEN MEANDER THE SHORE OF THE SEB RIVER; NELYA DISTOF 114.56 FT TO A PT; THEN RUN S 43 DEG52 MIN 20 SEC OF 374.58 FT TO A PT; THEN RUN S 46 DEG 11 MIN 30 SEC INA DIST OF87.65 FT TO A PT,• S 43 DEG 54 MIN EA DIST OF 652.86 FT TO A PT IN THE NLY LINE OF BAY ST, • THEN RUN S 46 DEG 06 MIN W ADIST OF 15.00 FT TO THE POB. Site Address 1353983RD AV Revision Date: 4/3/2023 Parcel# �.- 30382100001000000005.0 Assessment= $2,247.76 Owner ROGALA, FRANK J (TR) Secondary Owner Map ID: 186 Mailing Address PO BOX 866 ROSELAND FL 32957 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BEG AT COR IN THE NLY LINE OFSAY ST WHICH IS COMMON TO LOTS 4 & 5; RU N N 43 DEG 54 MIN W ALONG THE UNE BETWEEN LOTS 4 & 5; A DIST OF 1007.5 FT; M/LTO THE SHORE OF SEB RIVER; TH MEANDER T HE SHORE OF THE SEB RIVER, SWLY A DIST OF 152.30 FT TO A PT LYING 150 FT 5 OF AND NORMALTO THE COMMON LINE BETWEEN LOTS 4 & 5; TH RUN S 43 DEG 54 MIN E A DIST OF 328.06 FT M/LTO A PT; TH RUN N 46 DEG06 MIN E A DIST OF 60 FT TO A PT; TH RU N S 88 DEG 51 MIN 59 SEC E A DIST OF 91.99 FT TO A PT, TH RUN S 43 DEG 54 MIN EA DIST OF 588.04 FT TO A PT IN THE N LIN E OF BAY ST; TH RUN N 46 DEG 06 MIN E ADIST OF 25.00 FT TO THE POB." Site Address 13529 83RD AV Revision Date: 4/3/2023 Parcel# 30382100001000000005.1 Assessment= $2,247.76 Owner ROGALA, FRANK J (TR) Secondary Owner Map ID: 187 Mailing Address PO BOX 866 ROSELAND FL 32957 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL COMM AT A NLY LINE OF BAY ST WHICH IS A COMMON CORNER TO LOTS 4 & 5; A ND RUN S 46 DEG 06 MIN W ALONG THE NLY LINE OF BAY ST A DIST OF 25 FT TO A PT; TH RUN N 43 DEG 54 MIN W A DIST OF 348.04 FT TO THE POB. TH RUN S 46 DEG 08 MIN WA DIST OF 125 FT TO A PT; TH RUN N 43 DEG 54 MIN W A DIST OF 305.01 FT TO A PT; TH RUN 5 88 DEG 51 MIN 59 SEC E A DISTOF 91.99 FT TO A PT; TH RUN S 43 DEG 54MIN E A DIST OF 240.00 FT TO THE POB. Site Address Pale 4 13515 83RD AV Revision Date: 4/3/2023 F:\Utiiitles\UTILITY - Engineering\Projects - Utility Construction Permits\IRC -North Sebastian Si�`S {M&M)\Agenda Items\Phase II\Resoiution_IV\g1 FlnalAssessmentRail_TION 4.dotx Mon=ril 03, 20A3 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 NINf Exhibit A Parcel# 30382100001000000005.1 Assessment= $2,247.76 Owner BULLARD, JAMES R M & EMILY G Secondary Owner Map ID: 188 Mailing Address 13455 BAYST SEBASTIAN FL 31958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESCAS FOLL 80 FT OFF SWLY SIDE OF LOT 5; D BK 26 PP 577 Site Address 1345583RDAV Revision Date: 4/3/2023 Parcel# 30382100001000000005.3 Assessment= $2,247.76 Owner Confidential Secondary Owner Map ID: 189 Mailing Address Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOUL COMMENCE AT A COR IN THE NLY LINE OF BAY ST WHICH IS A COMMON CORNER T 0 LOTS 4 & 5; AND RUN S 46 DEG 06 MIN WALONG THE NLY LINE OF BAY ST A DIST OF 25.00 FT TO THE POB. TH RUN N 43 DEG 54 M IN W A DIST OF 348.04 FT TO A PT; TH RUNS 46 DEG 08 MIN W A DIST OF 125.00 FT TOA PT; TH RUN S 43 DEG 54 MIN E A DIST 0 F 348.11 FT TO A PT, TH RUN N 46 DEG 06MIN E A DIST OF 125.00 FT TO THE POB. Site Address Revision Date: 4/3/2023 Parcel# 30382100001000000006.0 Assessment= $2,247.76 Owner FITTS, JERE J (LE) Secondary Owner Map ID: 190 Mailing Address 13445 83RD AVE SEBASTIAN FL 33958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL: LO T 6 AS IN D BK 26 PP 81 & D BK 38 PP 538 LESS SWLY 75 FT Site Address 13445 83RD AV Revision Date: 4/3/2023 Page 5 F:\Utilities\UTIUTY - Engineering\Projects -Utility Construction Permits\IRC - North Sebastian S2S (M&M)\Agenda items\Phase ii\Resolution_PAOI_FinalAssessmentRoii_TION_4.docx Mond=ril 03, 2023 INDIAN RIVER COUNTY — DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 — WATER ASSESSMENT FINAL ASSESSMENT ROLL — RESOLUTION 4 a ' Exhibit Parcel # 30382100001000000006.1 Assessment= $2,247.76 Owner STEINKE, CARL E & KAREN K Secondary Owner Map ID: 191 Mailing Address 13425 BAY ST SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-178 & 179 ALL OF LOT 6 LYING N OF BAY ST, EXCEPT THAT PART NOF LOT 6 LYING WITHIN 75 FT OF THE GORY LINE BETW EEN LOTS 6 AND 7" Site Address 13425 83RD AV Revision Date: 4/3/2023 Parcel# 30382100001000000006.2 Assessment= $2,247.76 Owner BROWN, R D (TR) & JUANITA (TR) Secondary Owner Map ID: 192 Mailing Address 13405 83RD AV SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL THAT PART OF LOT 6 DESC AS FOLL; BEG AT PT WHERE THE SWLY LOT LINE OF LOT 6 (LINE DIVIDING LOT 6 & 7) INTERSEECTS WITH THE SEBASTIAN RIVER; TH RUN INA SELY DIRECTION 525.00 FT; MORE OR LES S TO THE R/W OF BAY ST WHICH IS THE SWLY COR OF LOT 6; TH RUN IN A NELY DIRECTION ALONG THE R/W OF BAY ST WHICH IS THE SELY LOT LINE OF LOT 6 DIST OF 75.0 FT TO A CONCRETE MONUMENT; TH RUN IN A NWLYDIRECTION PARALLEL TO THE SWLY LOT LINE OF SAID LOT 6 DIST OF 658.91 FT; MORE ORE LESS TO THE SHORELINE OF THE SEBASTIANRIVER; TH RUN IN A SLY & SWLY DIRECTION MEANDERING THE SHORE OF THE SEBASTIAN RIVER TO THE POB; LESS & EXCEPT THE FOLLPOR OF LOT 6; BEG AT THE SWLY COR OF LOT 6; WHICH IS THE INTERSECTION OF THE SWLY LINE OF LOT 6 & THE NWLY R/W LINE OF BAY ST; TH RUN IN A NELY DIRECTION ALONG THE R/W OF BAY ST & ALONG THE SELY LOT LINE OF SAID 6 DIST OF 75.0 FT TO A CONCRETE MONUMENT; TH RUN NWLY PARALLEL TO TH E SWLY LOT LINE OF SAID LOT 6 DIST OF 200.0 FT; TH RUN SWLY PARALLEL TO THE SELYLOT LINE OF LOT 6 DIST OF 75.0 FT, TH R UN SELY ALONG THE SWLY LOT LINE OF LOT 6DIST OF 200.0 FT TO POB & TOG WITH THATPORT OF LOT 7 FACING BAY ST & RUNNING T 0 THE SEBSATIAN RIVER AS SHOWN ON PLAT OF WAUREGAN PBS 1-178 DESC AS FOLL; BEG AT THE SE COR OF SAID LOT 7; BEING THAT E LY COR OF SAID LOT 7 THAT ADJOINS BAY ST; TH RUN IN A SWLY DIRECTION ALONG BAY ST FOR A DIST OF 100.0 FT TO A PT ON THE SLY LINE OF SAID LOT 7; TH RUN IN A NWLYDIRECTION ALONG A LINE PARALLEL WITH THEELY LINE OF LOT 7 TO THE SEBASTIAN RIVE R; TH RUN IN A NLY DIRECTION ALONG THE SEBASTIAN RIVER TO THE NELY COR OF SAID LOT 7; TH RUN IN A SELY DIRECTION ALONG S AID ELY LINE OF SAID LOT 7 TO THE SELY COR OF SAID LOT 7; BEING POB OF THIS LANDHEREIN DESC IN OR BK 1222 PP 2014 (D BK 26 PP 81 & D BK 38 PP 538). Site Address 13405 83RD AV Revision Date: 4/3/2023 Parcel# 30382100001000000007.1 Assessment= $2,247.76 Owner PATRICK, JERRY J Secondary Owner PATRICK, SUZANNE M SNIEGOWSKI, JOHN M SNIEGOWSKI, BRENDA 1 Map ID: 193 Mailing Address 8540 E MEDOWELL RD UNIT 103 MESA AZ 85207 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 MORE PART DESC AS FOLL BEG AT THE SW COR OF LOT 7 FOR A POINT OF BEG TH RUNNING NELY ALONG BAY STREET FOR A DIS OF 90 FT TH RUN NWLY ON A LINE PARA TO THE LINE DIVIDING LOTS 7 AND 8 TO THE SEBASTIAN RIVER TH RUN AL THE SEBASTIAN RIVER SWLY TO THE NE COR OF LOT 8 TO THE POB TOGETHER WITH THE FOLL BEG AT THE SELY COR OF LOT 8 FOR A POB AND TH RUNNING SWLY AL BAY STREET FOR A DIS OF 30 FT TH RUN NWLY ON A LINE PARA TO THE LINE DIVIDING LOTS 7 AND 8 TO THE SEBASTIAN RIVER TH RUN AL THE SEBASTIAN RIVER NELY TO THE NE COR OF LOT 8 TH RUN SELY AL THE BNDRY UNE BETWEEN LOTS 7 AND 8 TO THE POB Site Address 13345 83RD AV Revision Date: 4/3/2023 Page 6 N• INDIAN RIVER COUNTY- DEPARTMENT Of UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit A Parcel# 30382100001000000008.0 Assessment= $2,247.76 Owner VOLK, KARL F and SUSAN F Secondary Owner Map ID: 194 Mailing Address 1333383RD AVE SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL LOT 8 LESS FOLL DESC PARC; COM AT SW COR OF LOT 8,• TH S 89 DEG 12 MIN 51 SEC E ALONG N R/W LINE OF BAY ST 87.74 FT TO POB; TH N 00 DEG 47 MIN 20 SECE 120 FT- TH N 89 DEG 12 MIN 23 SEC W 18.50 FT; TH N 00 DEG 47 MIN 08 SEC E 103.61 FT; TH 5 89 DEG 13 MIN 42 SEC E 17.69FT,• TH N 00 DEG 47 MIN 20 SEC E 109.09 FT TO A PT ON THE SAFE UPLAND LINE OF THE SEBASTIAN RIVER; TH ALONG SAFE UPLANDLINE N 45 DEG 06 MIN 49 SEC E 16.74 FT,• TH N 54 DEG 15 MIN 47 SEC E 86.06 FT TOINTERSECTION WITH E LINE OF PARC OF LANDAS DESC HEREIN; TH ALONG E PROP LINE S 00 DEG 41 MIN 19 SEC W 39.65 FT; TH CONTALONG E PROP LINE 363.41 FT TO A PT ONN R/W LINE OF BAY ST (80 FT R/Wj; TH ALO NG SAID R/W LINE N 89 DEG 12 MIN 51 SECW 87.74 FT TO POB & ALSO LESS NELY 30 FT. Site Address 13333 83RD AV Revision Date: 4/3/2023 ,,. ,-: ... � }} +M..""" ...:'q;` 1X9 a? .. ,. .... •. ... ,'." — :.: ..�,:. x . 3- Parcel# 30382100001000000008.1 Assessment $2,247.76 Owner DOODY, LORRAINE S Secondary Owner Map ID: 195 Mailing Address 3855 NE 23RD AVE POMPANO BEACH FL 33064 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL A PART OF LOT 8 DESC AS FOUL; COM AT SW COR OF LOT 8; S 89 DEG 12 MIN 51 SEC E ALONG N R/W LINE OF BAY ST 87.74 FT TO POB; TH N 00 DEG 47 MIN 20 SEC E120 FT; TH N 89 DEG 12 MIN 23 SEC W 18. 50 FT, TH N 00 DEG 47 MIN 08 SEC E 103.62 FT; TH S 89 DEG 13 MIN 42 SEC E 17.69 FT; TH N 00 DEG 47 MIN 20 SEC E 109.09 FT TO A PT ON THE SAFE UPLAND LINE OF SEB RIV; TH ALONG SAFE UPLAND LINE N 45 DEG 06 MIN 49 SEC E 26.74 FT; TH N 54 DEG 15 MIN 47 SEC E 86.06 FT TO INTERSECTION WITH E LINE OF PCL OF LAND AS DESC HEREIN: TH ALONG E PROP LINE S 00 DEG 41 MIN 19 SEC W 39.65 FT; TH CONT ALONG E PROP LINE 363.41 FT TO A PT ON N R/W LINE OF BAY ST (80 FT R/W); TH ALONG SAID R/W LINE N 89 DEG 12 MIN 51 SEC W 87.74 FT TO POB. Site Address 13335 83RD AV Revision Date: 4/3/2023 Parcel# 30382100001001000001.0 Assessment= $2,247.76 Owner TOUGH,NANCYB Secondary Owner RUESGA, KATHLEEN G RUESGA, SERGIO E Map ID: 196 Malling Address 13465 83RD AVE SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BLK 1 LOTS 1,2 & E1/2 OF LOT 3 Site Address Paee 7 13450 83RD AV Revision Date: 4/3/2023 I i I F:\Utilltles\UTIUTY - Engineering\Projects - Utility Construction Permits\IRC - North Sebastian S2S (M&M)\Agenda Items\Phase li\ResoiutiorLPAOS FinatAssessmentRoli_ L TION 4.docx Mondril 03, 2023 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL- RESOLUTION 4 � r Exhibit A' gip' Parcel# 30382100001001000003.0 Assessment= $2,247.76 Owner REYNOLDS, TONY Secondary Owner REYNOLDS, ROBIN Map ID: 197 Mailing Address 13430 BAYST SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESCAS FOLL W1 /2 OF LOT 3, LOT 4 & E 1/2 OF LOTS BLK 1 Site Address 1343083RD AV Revision Date: 4/3/2023 Parcel# 30382100001001000005.0 Assessment= $2,247.76 Owner WOOD, ANTHONY TODD & AMY MARIE Secondary Owner Map ID: 198 Mailing Address 13085 83RD AVE SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLLWX 1 W 1/2 LOT 5 & ALL LOT 6 Site Address :. Parcel If 8290134TH ST . 30382100001001000007.0 Revision Date: 4/3/2023 $2,247.76 Owner BOYER, DEBORAH L Secondary Owner Map ID: 199 Mailing Address 1666 WHITMORE ST SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BLK 1 LOT 7 & N 1/2 LOT 8 Site Address 8280134TH ST i Revision Date: Paee 8 F:\Utilities\UTILITY - Engineering\Projects -Utility Constructlon-Permit3\IRC-North Sebastianb2S (M&M)\Agenda Items\Phase li\Resolution. IV\01 FingMo*semerttRoll TION 4.doa Mori n103� 2023 INDIAN RIVER COUNTY — DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 — WATER ASSESSMENT FINAL ASSESSMENT ROLL— RESOLUTION 4 x e Exhibit A Parcel# 30382100001001000008.0 Assessment= $2,247.76 Owner FLEMING, SCOTT Secondary Owner Map ID: 11 Mailing Address 71 MARIOMI RD NEW CANAAN CT 06840 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESCAS FOLL BLK 1 S 1/2 LOT 8 & ALL LOT 9 Site Address 134TH ST Revision Date: 4/3/2023 Parcel# 30382100001001000010.0 Assessment= $2,247.76 Owner SCOCOZZO, KENNETH Secondary Owner Map ID: 108 Mailing Address PO BOX 63 ROSELAND FL 32957 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BLK 1LOTS 10,11&12" Site Address 8265 135TH ST Revision Date: 4/3/2023 Parcel# 30382100001002000001.0 Assessment= $2,247.76 Owner PETERSEN, PAUL Secondary Owner Map ID: 109 Mailing Address 13350 BAY ST SEBASTIAN FL32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBS 1-75 BEING MORE PART DESC AS FOLL BLK 2 LOTS 1, 2 & 3, LESS SELY 50 FT" Site Address 13350 83R�AV Revision Date,: Page 9, INDIAN RIVER COUNTY — DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 —WATER ASSESSMENT FINAL ASSESSMENT ROLL — RESOLUTION 4 x Exhibit A Parcel # 30382100001002000001.1 Assessment= $2,247.76 Owner MEYER, JOEL L Secondary Owner Map ID: 2 Mailing Address 9500 S HIGHWAYAlA MELBOURNE BEACH FL 32951 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESCAS FOLL BLK 2 SELY50 FT OF LOTS 1,2 &3" Site Address 134TH ST Revision Date: 4/3/2023 Parcel # 30382100001002000004.0 Assessment= $2,247.76 Owner FREEMAN, JESSE E & KATHLEEN B Secondary Owner Map ID: 167 Mailing Address 13330 83RD AVE SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BLK 2 LOT 4 & ELY 1/2 LOT 5 Site Address 13330 83RD AVE Revision Date: 4/3/2023 `�, w. .,:, Parcel# - _ __.��.� • '.. ' .tea'., ,:&*;'> >:. � ^�' :. y_�t: 30382100001002000005.0 Assessment �'=-' �, �'. $2,247.76 Owner DEHMER, BARBARA Secondary Owner Map ID: 168 Mailing Address PO BOX 268 ROSELAND FL 32957 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BLK 2 WLY 1/2 LOT 5 & ALL LOT 6 Site Address 13328 83RD AV Revision Date: 4/3/2023 Paee 10 ( M&M)\Agenda items Phase N Resolution_!V\01 FinafAfsessmtMR01! TION 4.dgez Mond A rII 03; 20 3 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 -WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 it !l Exhibit A Parcel# 30382100001002000007,0 Assessment= $2,247.76 Owner BURNS, MARYCOOKE (TR) Secondary Owner Map ID: 169 Mailing Address 531 BELMONTAVE BOWLING GREEN KY42101 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESCAS FOLL LOT 7 & PART OF LOT 8 A D BK 64,• PP 485 BLK 1 Site Address 8282133RD PL Revision Date: 4/3/2023 Parcel# 30382100001002000008.0 Assessment= $2,247.76 Owner FREEMAN, PATRICK H Secondary Owner Map ID: 170 Mailing Address 8260133RD PL SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL: BLK 2 LOT 9 AND A POR OF LOT 8 BEING MORE PART DESC AS FOLL: COM ATA POINT ON THE SLY LOT LINE OF SAID LOT 8 WHERE SAID LINE INTERSECTS MANATEE AVE, SAID POINT BEING THE POB; RUN NELY ALONG THE SAID SLY LOT LINE OF LOT 8 TO THE REAR LOT LINE OF LOT 8; TH NELY ALONG SAID REAR LINE FOR A DIST OF 25 FT TO A POINT, TH RUN SWLY ON A LINE PARA TO THE SLY LOT LINE TO A POINT, TH SELY ALONG THE FRONT LOT LINE OF SAID LOT 8 FOR A DIST OF 25 FT TO THE POB." Site Address 8260133RD PL Revision Date: 4/3/2023 Parcel# 15, 30382100001002000010.0 Assessment= It $2,247.76 Owner MEYER, JOEL L Secondary Owner Map ID: 171 Mailing Address 9500 S HIGHWAY AlA MELBOURNE BEACH FL 32951 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BLK 2 LOT 10 & N 1/2 LOT 11 Site Address Pan 11 8275134TH ST Revision Date: 4/3/2023 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit A �» Parcel# 30382100001002000011.0 Assessment= $2,247.76 Owner BARBER, AUBREY Secondary Owner Map ID: 172 Mailing Address PO BOX 453 ROSELAND FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESCAS FOLL: BL K 15112 LOT 11 & ALL LOT 12 Site Address 8265134TH ST Revision Date: 4/3/2023 Parcel# _ F 30382100001003000001.0 Assessment= $2,247.76 Owner WHITAKER, JAMES R II Secondary Owner - Map ID: 173 Mailing Address 8295133RD PL SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BLK 3LOT 1&ELY 12LOT 2 Ske Address Pardsl# 8295133RD PL— 30312100001003001XIM.0 'Aarossment= Revision Date: 4/3/2023 $2,247.76 Owner HOLDSWORTH, MURIEL (LE) Secondary Owner HOLDSWORTH, ALAN HOLDSWORTH, JIM HOLDSWORTH, JOHN HOLDSWORTH, MURIEL MIKOLAICIK, LINDA Map ID: 174 Mailing Address 13326 83RD AVE SEBASTIAN FL32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BLK 3 W LY 1/2 LOT 2 & ALL LOT 3 SIM Address 13326 83RD AV Revb(on DaM N tkt"` INDIAN RIVER COUNTY — DEPARTMENT OF UTILITY SERVICES,, NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 — WATER ASSESSMENT FINAL ASSESSMENT ROLL— RESOLUTION 4 Exhibit A Parcel# 30381100001003000004.0 Assessment= $2,247.76 Owner SABOL, BRUCE Secondary Owner Mop ID: 175 Mailing Address 1332083RDAVE SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESCAS FOLL BLK 3 LOT 4 & ELY 1/2 LOTS Site Address 13320 83RD AV Revision Date: 4/3/2023 Parcel# 30382100001003000005.0 Assessment $2,247.76 Owner MEEKIN, STEVE & FRANCES Secondary Owner LARSON, DANIEL & SUSAN Map ID: 176 Mailing Address 141 GREGORY MANOR YOUNGSVILLE NC 27596 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-7S BEING MORE PART DESC AS FOLL BLK 3 W LY 1/2 LOT 5 & ALL LOT 6 Site Address 13310 83RD AV Revision Date: 4/3/2023 Parcel# 3038210D001003ODD007.0 Assessment= $2,247.76 Owner ROTH, ARTHUR F and CHERYL A Secondary Owner Map ID: 177 Mailing Address W6055 PIERS GORGE RD NORWAY MI 49870 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BLK 3 LOT 7 AS D BK 16, PP 130" Site Address 8282133RD CT Revision Date: 4/3/2023 Page 13 F:\Utilities\UTILITY - Engineering\Projects - Utility Construction Permits\IRC- North Sebastian S2S (M&M)\Agenda Items\Phase Il\Resolution_IV\01_FinalAssessmentRoil_ TION_4.doex Mon�ril 03, 2023 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER /SEWER PROJECT S2S PHASE 2 -WATER ASSESSMENT f FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit A Parcel # 30382100001003000010.0 Assessment= $2,247.76 Owner HECKENSTALLER, RICHARD IR & CAROLYN Secondary Owner Map ID: 178 Mailing Address 8285133RD PL SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESCAS FOLL BLK 3LOTS 10&11 Site Address 8285133RD PL Revision Date: 4/3/2023 FOR Parcel# 30382100001003000012.0 Assessment= $2,247.76 Owner SHANNON, STEVE A and KELLY L Secondary Owner Map ID: 179 Mailing Address PO BOX 1193 ROSELAND FL 32957 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BLK 3LOTS 8,9&12" Site Address 8271133RD PL Revision Date: 4/3/2023 i : Parcel# ..d" . , h , ... 30382100001004000001.0 Assessment= $2,247.76 Owner LECLAIR, MARIA Secondary Owner CAPPS, MICHEAL ANTHONY Map ID: 180 Mailing Address 8275133RD Cr SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BEG AT A POINT FORMED BY THE SLY ROW OF BAY ST WITH THE ELY ROW OF F.E.C. RR TH RUN NELY ALONG THE SLY ROW OF BAY ST A DIST OF 69.3 FT TO THE INTERSECTION OF THE SLY ROW OF BAY ST WITH TH WLY ROW OF CENTRE ST TH RUN SELY ALONG SAID WLY ROW OF CENTRE ST A DIST OF 598.8 FT TO THE POINT WHERE THE WLY ROW OF CENTRE ST INTERSECTS THE ELY ROW OF THE F.E.C. RR TH RUN NWLY ALONG SAID ELY ROW OF THE F.E.C. RR A DIST OF 602.79 TO POB Site Address Paae 14 8275133RD Cr Revision Date: 4/3/2023 V fRj INDIAN RIVER COUNTY — DEPARTMENT OF UTILITY SERVICES �, N. NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 — WATER ASSESSMENT Xv. FINAL ASSESSMENT ROLL— RESOLUTION 4 Exhibit A liw. I Parcel# 30382100001014000001.0 Assessment= $2,247.76 Owner HALLA, SHARON Secondary Owner MORALES, MARTIN Map ID: 181 Mailing Address 8155133RD PL SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-178 BEING MORE PART DESCAS FOLL ALL OF BLK 14 LOT I AND THAT PORTION OF LOT 2 BLK 14 WAUREGAN DESCAS FOLL BEG AT THE NELY CDR OF LOT 2 BLK 14 BEING THE NORTHERNMOST COR OF LOT 2 FACING MANATEE AVE TH RUN IN A SWLY DIR AL THE N SIDE OF LOT 2 FOR A DIST OF 150 FT TO THE REAR NWLY COR OF LOT 2 TH RUN IN A SELY DIRECTION AL THE REAR LOT LINE OF LOT 2 FOR A DIST OF 25 FT TO A POINT TH RUN IN A NELY DIRECTION ON A STRAIGHT LINE THAT IS PARA TO THE NLY SIDE LOT LINE OF SAID LOT 2 FOR A DIST OF 150 FT TO A POINT ON THE FRONT LOT LINE OF SAID LOT 2 THAT IS 25 FT FROM THE NELY CDR OF SAID LOT 2 TH RUN NWLY DIRECTION AL THE SAID FRONT LOT LINE OF LOT 2 TO THE POB (BEING THE NLY 1/2 OF LOT 2) Site Address 8255133RD PL Revision Date: 4/3/2023 Parcel# 30382100001014000002.0 Assessment= $2,247.76 Owner CIANCI, LISA F Secondary Owner Map ID: 182 Mailing Address 8245133RD PLACE SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BLK 14 S 1/2 LOT 2 & ALL LOT 3 Site Address 8245133RD PL Revision Date: 4/3/2023 Parcel# 3038210D001014ODD004.0 Assessment= $2,247.76 Owner BAILEY, GEORGE W Secondary Owner Map ID: 183 Mailing Address 8225133RD PL SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BLK 14LOTS 4&5 Site Address Paee 15 8225133RD PL Revision Date: 4/3/2023 F:\Utillties\UTILITY - Engineering\Projects - Utility Construction Permits\IRC - North Sebastian S2S (M&M)\Agenda items\Phase ll\ResolutionjV\01 FinaL ssessmentRoii_ TION_4.docx Mon�rii 03, 2023 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 -WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 ♦f �R� it' L 4 Exhibit A ^' Parcel# 30382100001014000010.0 Assessment= $2,247.76 Owner JMH VENTURES CORPORATION Secondary Owner Map ID: 7 Mailing Address PO BOX 780832 SEBASTIAN FL 32978 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BLK 14 LOTS 10,11 & 12" Site Address 8240133RD CT Revision Date: 4/3/2023 .m' Parcel# "s...................s ,r.-,. . r .. ..:.-..a .. .. .. . ........ w . x .. r. ,; }•... ..+. s...z _ �., F :. d ixP,+ r -x ...hs 30382100001015000001.0 Assessment= $2,247.76 - Owner COLBURN, KYLE A Secondary Owner Map ID: 130 Mailing Address 8255134TH ST SEBASTIAN FL329SS Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BLK 15LOT 1&NWLY20FTLOT 2 Site Address 8255 134TH ST Revision Date: 4/3/2023 Parcel# 30382100001015000002.0 Assessment= $2,247.76 Owner LADLE, TERRY L Secondary Owner Map ID: 131 Mailing Address PO BOX 443 ROSELAND FL 32957 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL SEL Y 30 FT OF LOT 2; & NWLY 35FT OF LOT 3 BILK 15 Site Address 8245134TH ST Revision Date: 4/3/2023 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL- RESOLUTION 4 g�y/ Exhibit A�' " Parcel# 30382100001015000003.0 Assessment= $2,247.76 Owner MORROW, JACKA & JUDITH E Secondary Owner Map ID: 132 Mailing Address 7550 NW S RIVER DR MEDLEY FL 33166 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESCAS FOLL BLK IS SELY 15 FT LOT 3 & ALL LOT 4 Site Address 8235134TH ST Revision Date: 4/3/2023 Parcel# 30382100001015000007.1 Assessment= $2,247.76 Owner MODEL, TINA (TR) Secondary Owner ASSMUS, DIRK (TR) Map ID: 5 Mailing Address FRO THE TINA MEIDEL REVOCABLE TRUST, PEPPELWEG 3 ASCHAFFENBURG GERMANY 63741 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL NWL Y 2S FT LOT 7 AND ALL OF LOT 8 Site Address 8230133RD PL Revision Date: 4/3/2023 ..k. ,Ge,Mr Parcel# 30382100001015000009.0 Assessment= $2,247.76 Owner RYDER, GARY Secondary Owner DALY, RICHARD Map ID: 153 Mailing Address 8240133RD PL SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL: BL K15LOTS 9&10 Ska Address 8240133RD PL Revision Date: 4/3/2023 Page 17 h Sebastian S2 i l TION-4.doc rill 0% 202 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit A R� Parcel 111 30382100001015000011.0 Assessment= $2,247.76 Owner HERRERA, SIGIFREDO GARCIA & Secondary Owner GARCIA, ANALILIA Map ID: 154 Mailing Address 8250133RD PL SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESCAS FOLL BLK 15 LOTS 11&12 Site Address 8250133RD PL Revision Date: 4/3/2023 Parcel# 30382100001016000D01.0 q Assessment= $2,247.76 Owner WHITE, JAMES M and KELLI JO Secondary Owner ... ` Map ID: 155 Mailing Address 8255135TH ST SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BILK 16LOTS 1&2 Site Address 8255135TH ST Revision Date: /2023 plil" t ' .: 30382100001016000003:0 pA»esalneik* :.$2.,247.76 . Owner PREUSS, RONNIE IRIS Secondary Owner MELNICK, GAIL Map ID: 156' Mailing Address 10996 MULBERRY ST SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL BLK::: 16 LOTS 3 & 4 & NLY 1/2 LOT 5 Site Address 8235135TH ST .. Revision Date 4/3/2023 Page 18 I f1 kf " INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES;. NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT .W FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit A Parcel# 30381100001016000010.0 Assessment= $2,247.76 Owner STARK, DAVID Secondary Owner Map ID: 160 Mailing Address 8240134TH ST ROSELAND FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESCAS FOLL NWL Y 35 FT OF LOT 10 & SELY 30FT OF LOT 11; BLK 16 (OR BK 409 PP 145) Site Address 8240134TH ST Revision Date: 4/3/2023 Boom Parcel# 30382100001016000011.0 Assessment= $2,247.76 Owner MAGIE, JAMES & Secondary Owner MAGIE, JUDY Map ID: 161 Mailing Address 92 CRABBY RD LOCH SHELDRAKE NY 12759 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESCAS FOLL BILK 16 NW LY 20 FT LOT 11 &ALL LOT 12 Site Address 13400 82ND CT Revision Date: 4/3/2023 F Parcel # 3038210D00199990DDO1.0 Assessment= $2,247.76 Owner HYDEN, PATRICIA E Secondary Owner Map ID: 162 Mailing Address PO BOX 985 ROSELAND FL 32957 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLLCOMMENCING AT THE SOUTHEAST CORNER OF THAT CERTAIN UNNUMBERED LOT IN THE TOWN OF WAUREGAN SAID UNNUMBERED LOT LYING DIRECTLY ABOVE AND IN A NORTHWESTERLY DIRECTION FROM BLOCK 3 TOWN OF WAUREGAN AND SAID CORNER BEING FURTHER DESCRIBED AS THAT SOUTHEASTERLY CORNER ON SAID UNNUMBERED LOT WHERE BAY STREET AND MANATEE AVENUE INTERSECT THENCE RUN SOUTHWESTERLY ALONG BAY STREET TO A POINT THAT IS 282 FEET SOUTHWEST OF SAID CORNER AND ON THE SOUTHERLY LINE OF SAID UNNUMBERED LOT SAID POINT BEING THE POINT OF BEGINNING THENCE RUN ON A STRAIGHT LINE IN A NORTHWESTERLY DIRECTION INTO THE WATERS OF THE SEBASTIAN RIVER SAID LINE BEING PARALLEL TO MANATEE AVENUE THEN RUN ALONG THE SHORE OF THE SEBASTIAN RIVER IN A SOUTHWESTERLY DIRECTION TO THE EASTERLY RIGHT-OF-WAY LINE OF THE F.E.C. RAILWAYTHENCE RUN IN A SOUTHEASTERLY DIRECTION ALONG THE EASTERLY RIGHT? OF -WAY LINE OF SAID F.E.C. RAILWAY TO THE SOUTHERLY LINE OF SAID UNNUMBERED LOT THENCE RUN ALONG THE SOUTHERLY LINE OF SAID UNNUMBERED LOT IN A NORTHEASTERLY DIRECTION TO THE POINT OF THE BEGINNING WITH ALL RIPARIAN RIGHTS APPERTAINING THERETO SAID ABOVE DESCRIBED LAND BEING IN THE TOWN OF WAUREGAN AS THE SAME IS RECORDED IN THE PLAT FILED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF ST. LUCIE COUNTY FLORIDA (AND FORMERLY RECORDED IN BREVARD COUNTY FLORIDA) IN PLAT BOOK 1 PAGE 75 SAID LAND NOW LYING AND BEING IN INDIAN RIVER COUNTY FLORIDA Site Address 13305 83RD AV Revision Date: 4/3/2023 Page 19 .,,., . INDIAN RIVER COUNTY - DEPARTMENT Of UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL- RESOLUTION 4 Exhibit A ' Parcel # 30381100001999900002.0 Assessment= $2,247.76 Owner KLEMENS, KENNETH B JR Secondary Owner KLEMENS,ROBERT N Map ID: 163 Mailing Address 19 SEQUAMS LN EAST WEST ISLIP NY 11795 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL INS 0 FT OF E 282 FT OF UNNUMBERED LOT LYI NG BETWEEN FEC RY & MANATEEAVE & NO F BAY STAS D BK 59 PP 493 Site Address 1331183RD AV Revision Date: 4/3/2023 Parcel# M 30382100001999900003.0 Assessment= $2,247.76 ~ Owner GALLAGHER, MICHAELI Secondary Owner Map ID: 164 Mailing Address 13315 BAY ST SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN ON FLEMING GRANT P8B 1-75 BEING MORE PART DESC AS FOLL THE W 66 FT OF E 232 FT OF UNNUMBERED LOT BETWEEN FEC RY & MANATEE AVE & N OF BAY ST AS D BK 85 PP 429 (OR BK 475, PP 333)" Site Address 13315 83RD AV Revision Date: 4/3/2023 Parcel# 3038210000199990D004.0 Assessment= $2,247.76 Owner TOMSIC, JEFFREY (TR) & PATRICIA (TR) Secondary Owner Map ID: 165 Mailing Address 4013 MCTYRES COVE RD MIDLOTHIAN VA 23112 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-7S BEING MORE PART DESC AS FOUL BEGINNING AT A POINT 100 FEET SOUTHWEST OF THE INTERSECTION OF THE NORTH RIGHT OF WAY LINE OF BAY STREET AND THE WEST RIGHT OF WAY LINE OF MANATES AVENUE OF THE PLAT OF WAUREGAN SUBDIVISION AS FILED IN THE PUBLIC RECORDS OF BREVARD COUNTY FLORIDA THENCE RUN SOUTHWESTWARDLY ALONG THE SAID NORTH RIGHT OF WAY LINE OF BAY STREET FOR A DISTANCE OF 66 FEET TO A POINT THENCE RUN NORTH 43 DEG 54 MIN WEST ON A PARALLEL TO AND 166 FEET FROM WAID WEST RIGHT OF WAY LINE OF MANATEE AVENUE INTO THE WATER OF SEBASTIAN BAY THENCE RUN ALONG THE WATERS EDGE OF SEBASTIAN BAY IN A NORTHERLY DIRECTION TO A POINT 100 FEET WEST OF THE WEST RIGHT OF WAY LINE OF MANATEE AVENUE THENCE RUN SOUTH 43 DEG 54 MIN EAST TO SAID POINT OF BEGINNING Site Addren 13325 83RD AVE Revision Date: 28 Page 20 F:\Utilities\UTILITY - Engineering\Projects - Utility Construction Permits\NRC - North Sebastian.S (M&M)\Agenda Items\Phase ii\Resolution_N\01_FIM AstessmeritRoli_ TIOM_4.d Mond�y�Ari103; 202 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit A •• Parcel# 30382100001999900005.0 Assessment= $2,247.76 Owner BAKER, CHRISTOPHER JOHN Secondary Owner Map ID: 166 Mailing Address 1332983RD AVE SEBASTIAN FL 32958 Legal PLAT OF WAUREGAN PBB 1-178/179 A PLOT OF LAND LYING IN THE TOWN OF WAUREGAN DESC AS FOLL FROM A POB AT THE INTRSCTN OF THE N R/W LINE OF BAY STAND THE W R/W LINE OF MANATEE AVE OF THE PLAT OF WAUREGAN SID RUN SIN AL SAID N R/W LINE OF BAYST A DIST OF 100 FT TO A POINT TH R N43 -54W ON A LINE PARALLEL TO AND 100 FT FROM SAID W R/W LINE OF MANATEE AVE INTO THE WATERS OF SAN SEBASTIAN RIVER TH RUN AL THE WA TERS OF SAN SEBASTIAN RIVER IN A NRLY DIRECTION TO THE W R/W OF MANATEE AVE EXT TH RUN S43-54EAL SAID W R/W TO SAID POB Site Address 1332983RD AVE Revision Date: 4/3/2023 ".. '-.. ._.._ ..>-z:5. Parcel 30382100001999900005.1 Assessment= $2,247.76 Owner WAUREGAN BOAT CLUB INC Secondary Owner Map ID: 200 Mailing Address PO BOX 718 ROSELAND FL 32957 Legal PLAT OF WAUREGAN ON FLEMING GRANT PBB 1-75 BEING MORE PART DESC AS FOLL ALL THAT 80.00 FT STRIP OF LAND CALLED MANATEE AVE OF ABAND RESOLUTION NO 2010-056 AS DESC IN OR BK 2430 PG 1233 LYING N OF BAY 5T BETWEEN LOT 8 & THAT AREA MARKED "RESERVED" AS SHOWN ON THE PLAT OF THE TOWN OF WAUREGAN PBB 1-75 Site Address 1333183RD AV Revision Date: 4/3/2023 Parcel# 30382100005000000000.1 Assessment= $2,247.76 Owner INDIAN RIVER COUNTY Secondary Owner Map ID: 214 Mailing Address (LOC 4100 #5112) VERO BEACH FL 32960 Legal TOWNSITE OF ROSELAND PBS 1-43 ALL THAT PART OF BAIRD ST LYINGBETWEEN SEBAST IAN AVE & SEBASTIAN RIVER AS R BK 69 PPS 461 & 465. Ske Address 12973 83RD AV Revision Date: 4/3/2023; INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 -WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 N CMi.� 8 $4. Exhibit A Parcel# 30382100005001000001.0 Assessment= $2,247.76 Owner BLACK, O'DONNA& WILLIAM Secondary Owner Map ID: 139 Mailing Address 1299083RD AVE SEBASTIAN FL 32958 Legal TOWNSITE OF ROSELAND PBS 1-43 LOTS 1 & 2 BLK 1 & INC THAT ABAN ALLEYWAYABU TTING LOTS 1 & 2 BLK 1 TOWNSITE OF ROSELAND PER IRC RESOLUTION 1015-025 AS DESC IN OR BK 2827 PG 1940 Site Address 1299083RDAV Revision Date: 4/3/2023 Parcel If 30382100005001000003.0 Assessment= $2,247.76 Owner SABOL, TRACY D Secondary Owner Map ID: 140 Mailing Address PO BOX 116 CASSADAGA FL 32706 Legal TOWNSITE OF ROSELAND PBS 1-43 LOT 3 BLK 1 & INC THAT ABAN ALLEYWAY ABUTTING LOT 3 BLK 1 TOWNSITE OF R OSELAND PER IRC RESOLUTION 2015-025 AS DESC IN O R BK 2827 PG 1940 Site Address 12980 83RD AV Revision Date: 4/3/2023 Parcel# xy h..y x. 30382100005001000004.0 Assessment= $2,247.76 Owner CARLSON, CHARLOTTE A Secondary Owner Map ID: 141 Mailing Address PO BOX 507 ROSELAND FL 32957 Legal TOWNSITE OF ROSELAND PBS 1-43 LOTS 4 & 5 BLK 1 & INC THAT ABAN ALLEYWAY ABU TTING LOTS 4 & 5 BLK 1 TOW NSITE OF ROSELAND PER IRC RESOLUTION 2015-025 AS DESC IN OR BK 2827 PG 1940 Site Address 12974 83RD AV Revision Date: 4/3/2023 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 -WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 W FM, Exhibit A Parcel # 30382100005001000006.0 Assessment= $2,247.76 Owner GOODWIN, JOHN W JR and MARGARET E Secondary Owner Map ID: 142 Mailing Address PO BOX 1063 ROSELAND FL 32957 Legal TOWNSITE OF ROSELAND PBS 1-43 LOTS 6 & 7 BLK 1 & INC THAT ABAN ALLEYWAY AB U TTING LOTS 6 & 7 BLK 1 TOW NSITE OF ROSELAND PER IRC RESOLUTION 1015-025 AS DESC IN OR BK 2827 PG 1.940 Site Address 8220129TH PL Revision Date: 4/3/2023 Parcel# 30382100005001000008.0 Assessment= $2,247.76 Owner SABOL, TRACY Secondary Owner Map ID: 143 Mailing Address PO BOX 116 CASSADAGA FL 32706 Legal TOWNSITE OF ROSELAND PBS 1-43 LOT 8 BLK 1 & INC THAT ABAN ALLEYWAY ABUTTING LOT 8 BLK 1 TOWNSITE OF R OSELAND PER IRC RESOLUTION 2015-025 AS DESC IN 0 R BK 2827 PG 1940 Site Address 12985 82ND CT Revision Date: 4/3/2023 Parcel# :30382100005001000009.0 Asses5ment= $2,247.76 Owner SABOL, TRACY Secondary Owner Map ID: 144 Mailing Address PO BOX 116 CASSADAGAFl. 32706 Legal TOWNSITE OF ROSELAND PBS 1-43 LOTS 9 & 10 BLK 1 & INC THAT ABAN ALLEYWAY AB UTTING LOTS 9 & 10 BLK 1T OWNSITE OF ROSELAND PER IRC RESOLUTION 2015-025 AS DESC IN OR 8K 2827 PG 1940 31b Mins 12995 82NO Cr 11mision Date: 4/32023 / INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 A01V`�vr Exhibit A Parcel# 30382100005002000001.0 Assessment= $2,247.76 Owner MESSNER, DIANA H (LE) Secondary Owner MESSNER, DEEN M (LE) Mop ID: 145 Mailing Address PO BOX 1182 ROSELAND FL 32978 Legal TOWNSITE OF R05ELAND BLK 2 LOTS I THRU 3 PBS 1-43 Site Address 1294683RDAV Revision Date: 4/3/2023 Parcel# 30382100005002000004.0 Assessment= $2,247.76 Owner MAHER, DANIEL JR Secondary Owner MAHER, ELIZABETH ANN (H) & Map ID: 146 Mailing Address 400 INDUSTRIAL CIR SEBASTIAN FL32958 Legal TOWNSITE OF ROSELANDBLK 2 LOT 4 PBS 1-43 Site Address 12940 83RD AVE Revision Date: 4/3/2023 Parcel# 303821000050020DD005.0 Assessment= $2,247.76 Owner MORRISON, JOHN F Secondary Owner Map ID: 147 Mailing Address P.O. BOX 775 ROSELAND FL 32957 Legal TOWNSITE OF ROSELANDBLK 2 LOTS PBS 1-43 Site Address Paee 24 8280129TH CT Revision Date: 4/3/2023 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit A �tF Parcel # 30381100005001000006.0 Assessment= $2,247.76 Owner LINCOLN, DAVID SCOTT Secondary Owner LINCOLN, KIM MARIE Map ID: 148 Mailing Address 12953 82ND CT SEBASTIAN FL 32958 Legal TOWNSITE OF ROSELAND BLK 2 LOT 6 PBS 1-43 Site Address 11953 82ND CT Revision Date: 4/3/2023 Parcel# 3038210D005D02000007.0 Assessment= $2,247.76 Owner HEINZ, NANCY Secondary Owner Map ID: 149 Mailing Address PO BOX 1282 ROSELAND FL 32957 Legal TOWNSITE OF ROSELANDBLK 2 LOT 7 PBS 1-43 Site Address 12955 82ND CT Revision Date: 4/3/2023 Parcel 30382100005002000008.0 Assessment= $2,247.76 Owner BECKEL, KELLI E and TODD A Secondary Owner Map ID: 150 Mailing Address 12965 82ND CT SEBASTIAN FL32958 Legal TOWNSITE OF ROSELANDBLK 2 LOTS 8,9 & 10 PBS 1-43" Site A 12965 82ND CT ... Revision Date: 4/3/2023 INDIAN RIVER COUNTY — DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 — WATER ASSESSMENT FINAL ASSESSMENT ROLL — RESOLUTION 4 x Exhibit A ' Parcel# 30382100005003000001.0 Assessment= $2,247.76 Owner 33 CORPORATION INC Secondary Owner Map ID: 151 Mailing Address PO BOX 64-0397 VERO BEACH FL 32964 Legal TOWNSITE OF ROSELANDBLK 3 LOT 1 PBS 1-43 Site Address 1292683RDAV Revision Date: 4/3/2023 Parcel# 30382100005003000002.0 Assessment= $2,247.76 Owner 33 CORPORATION INC Secondary Owner Map ID: 152 Mailing Address PO BOX 64-4397 VERO BEACH FL 32964 Legal TOWNSITE OF ROSELANDBLK 3 LOT 2 PBS 1-43 Site Address 12920 83RD AV Revision Date: 4/3/2023 Parcel# 30382100005003000003.0As1Ee $2,247.76 Owner 33 CORPORATION INC Secondary Owner Map ID: 8 Mailing Address PO BOX 64-4397 VERO BEACH FL 32964 Legal TOWNSITE OF ROSELANDBLK 3 LOT 3 PBS 1-43 Site Address 1291683RD AV Revision Date: 4/3/2023 Nage zb INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 -WATER ASSESSMENT FINAL ASSESSMENT ROLL- RESOLUTION 4 ss Exhibit A Parcel # 30382100005003000004.0 Assessment= $2,247.76 Owner VAN HART EARL N Secondary Owner VAN HART EARL JR VAN HART JOHN H Map ID: 127 Mailing Address PO BOX 1331 ROSELAND FL 32957 Legal TOWNSITE OF ROSELANDBLK3 LOT PBS 1-43 Site Address 12912 83RD AV Revision Date: 4/3/2023 Parcel # 3038210D005003000005.0 Assessment= $2,247.76 Owner BLG 333 ULC Secondary Owner Map ID: 128 Mailing Address 401 E LAS OLAS BLVD STE. 130-521 FORT LAUDERDALE FL 33301 Legal TOWNSITE OF ROSELANDBLK 3 LOT 5 PBS 1-43 Site Address 12906 83RD AV Revision Date: 4/3/2023 Parcel # 3038210000S00300M.0 Assessment= $2,247.76 Owner KELSO, KIP IR and CATHY LYNN Secondary Owner Map ID: 129 Mailing Address PO BOX 57 ROSELAND FL 32957 Legal TOWNSITE OF ROSELANDBLK 3 LOT 6 PBS 1-43 ... q .:m m Site Address 12905 82ND CT p Revision Date: 413/2023 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit A »M" Parcel# 30382100005003000007.0 Assessment= $2,247.76 Owner 33 CORPORATION INC Secondary Owner Map ID: 9 Mailing Address PO BOX 64-4397 VERO BEACH FL 32964 Legal TOWNSITE OF ROSELANDBLK 3 LOTS 7 & 8 PBS 1-43 Site Address 1291582ND CT Revision Date: 4/3/2023 Parcel# 30382100005003000009.G':: Assessment= $2,247.76 Owner MOREL, RICKY DALE Secondary Owner Map ID: 120 Mailing Address 8285129TH CT SEBASTIAN FL 32958 Legal TOWNSITE OF ROSELANDBLK 3 LOTS 9 & 10 PBS 1.43 Site Address 8285129TH CT Revision Date: 4/3/2023 Parwi.0 303821000D5005000006 0 $2,247.76 Owner GONZALEZ, DANIEL Secondary Owner Map ID: 107 Mailing Address 1280082ND Ci SEBASTIAN Fl. 329S8 TOWNSITE OF ROSELANDBLK 5 LOT 6 PBS 1-43 Site Addres 12805 82ND Cl Revision Date: 4/3/2023 INDIAN RIVER COUNTY- DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit A p' Parcel# 30382300005005000007.0 Assessment= $2,247.76 Owner POWELL, GLENN E & Secondary Owner KIMBERLY, W SCOTT Mop ID: 13 Mailing Address PO BOX450 ROSELAND FL 32957 Legal TOWNSITE OF ROSELANDBLK 5 LOTS 7,8 & 9 PBS 1-43" Site Address 12835 82ND CT Revision Date: 4/3/2023 w Parcel# 30382100005006000002.0 Assessment= $2,247.76 Owner FRIEL, MICHAEL J Secondary Owner FRIEL, SONIA ELISA Map ID: 9S Mailing Address 402 DAKOTA WAY FORT PIERCE FL 34946 Legal TOWNSITE PLAT OF ROSELAND PBS 1-03 BLK 6 LOT 4 Site Address l�roMN 12846 82ND Cr 30302100005006000005.0 Assessment= Revision Date: 4/3/2023 $2,247.76 Owner GONZALEZ, DANIEL III Secondary Owner Map ID: 96 Mailing Address 12800 82ND Cf SEBASTIAN FL 32958 Legal TOWNSITE OF ROSELANDBLK 6 LOT 5 PBS 1-43 - - - - i Page 29 INDIAN RIVER COUNTY— DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 — WATER ASSESSMENT FINAL ASSESSMENT ROLL— RESOLUTION 4 v !rj;' (. Exhibit A Parcel# 30381100005008000001.0 Assessment= $2,247.76 Owner ROSELAND UNITED METHODIST CHURCH INC Secondary Owner Map ID: 101 Malling Address PO BOX 157 ROSELAND FL 3195T :::. . Legal TOWNSITE OF ROSELANDBLK 8 LOTS I& 2M1-43 Site Address Parcel# 12940 82ND CT .' ... 30382100005008000003.0 .:. Revision Date: 4/3/2023 $2,247.76 Owner HEDMAN, MARK W Secondary Owner RICHARDSON, PATRICIA Map ID: 97 Mailing Address PO BOX 236 ROSELAND FL 32965 Legal TOWNSITE OF ROSELANDBLK 8 LOTS 3,4 & 5 PBS 1-43" Site Address 12920 82ND CFRevision Date: Parcel# 3038210D005009000001.0 :: 'AfspsdMlla 47.71 Owner ROSELAND UNITED METHODIST CHURCH INC Secondary Owner Map ID: 87 Mailing Address PO BOX 157 ... . ROSELAND FL 32957 Legal TOWNSITE OF ROSELANDBLK 9 LOTS 1 TO 3 INC PBS 1-43 Site Address 12950 9211111). CT - ::. .: ReMsWn Dote . Page 30 INDIAN RIVER COUNTY — DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 — WATER ASSESSMENT e, FINAL ASSESSMENT ROLL— RESOLUTION 4 Exhibit A Parcel# 30382100005009000004.0 Assessment= $2,247.76 Owner ROSELAND UNITED METHODIST CHURCH Secondary Owner Map ID: 207 Mailing Address PO BOX 157 ROSELAND FL 32957 Legal TOWNSITE OF ROSELANDBLK 9 LOTS 4 & 5 INC PBS 1-43 Site Address 12948 82ND CT Revision Date: 4/3/2023 Parcel# 30382100005010000003.0 Assessment= $2,247.76 Owner BURKEN, DAVID R and CARRIE Secondary Owner Map ID: 27 Mailing Address 1446080TH AVE SEBASTIAN FL32958 Legal TOWNSITE OF ROSELANDBLK 10 LOTS 1 TO 4 INC PBS 1-43 Site Address 12980 82ND CT Revision Date: 4/3/2023 Parcel# 30382100005010000005.0 Assessment= $2,247.76 Owner HOLT7CLAW, DAVID C & SHARON E Secondary Owner Map ID: 28 Mailing Address 1825 SUNRISE DR SW VERO BEACH FL 32962 Legal TOWNSITE OF ROSELANDBLK 10 LOT 5 PBS 1-43 Site Address 12970 82ND CT Revision Date: 4/3/2023 Page 31 _... _ . F:\Ut!Dties\UTILITY - EngIneerIng\Pro]ects - Utility Construction Permits\TC - North SebastianT2S' (M&M)\Agenda items\Phase li\Resolution_IV\01 FinalAssessmetitRoll.TION 4:doex Mon, ril 03, 2023 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL- RESOLUTION 4 rii Exhibit A Parcel# 30382100005031000001.0 Assessment= $2,247.76 Owner WOOD, ANTHONY T & AMY M Secondary Owner Map ID: 102 Mailing Address 1309583RDAVENUE SEBASTIAN FL 32958 Legal TOWNSITE OF ROSELANDBLK B-1 LOTS 1&2 R1 VER FRONT LESS R/WPBS 1-43 Site Address 13085 83RD AV Revision Date: 4/3/2023 Parcel# 30382100005031000003.0 71 Assessment= $2,247.76 Owner WOOD, ANTHONY TODD Secondary Owner WOOD, AMY MARIE Map ID: 103 Mailing Address 13085 83RD AV SEBASTIAN FL 32958 Legal TOWNSITE OF ROSELANDBLK B-1 LOT 3 RIVER FRONT PBS 1-43 Site Address 13035 83RD AV Revision Date: 4/3/2023 ►aroRFN 303921000050320000CLO Assessment= $2,247.76 Owner BAKERAW Secondary Owner BAKER, ERNEST BARDLEY BAKER, SUSAN T (TR) Map ID: 104 Mailing Address PO BOX 415 ROSELAND FL 32957 Legal TOWNSITE OF ROSELANDBLK B-2 LOTS 1 & 2 RIVER FRONT PBS 1-43 Site Address 12995 83R0!AV . . Revision Da Page 32 INDIAN RIVER COUNTY — DEPARTMENT OF UTILITY SERVICES d� NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 — WATER ASSESSMENT FINAL ASSESSMENT ROLL — RESOLUTION 4 Exhibit A Parcel# 30382100005032000003.0 Assessment= $2,247.76 Owner COLBERT, JERROLD M (TR) Secondary Owner Mop ID: 105 Mailing Address PO BOX 96 ROSELAND FL 32957 Legal TOWNSITE OF ROSELANDBLK B-2 LOT 3 RIVER FRONT PBS 1-43 Site Address 1298583RDAV Revision Date: 4/3/2023 Parcel# 30382100005032000004.0 Assessment= $2,247.76 Owner HOROWITZ, STUART and LI CHEN Secondary Owner Map ID: 106 Mailing Address 162 SUNSET CAY NAPLES FL 34114 Legal TOWNSITE OF ROSELANDBLK B-2 LOTS 4 & 5 RIVER FRONT PBS 1-43 Site Address Parcel # 12975 83RD AV 3038210D005033ODD001.0 Revision Date: 4/3/2023 $2,247.76 Owner INDIAN RIVER COUNTY Secondary Owner Map ID: 211 Mailing Address (LOC 4100 #5113) VERO BEACH FL 32960 Legal TOWNSITE OF ROSELANDALL OF RIVER FRONT BLK 8-3 Ske Address 12955 83RD AV Revision Da INDIAN RIVER COUNTY- DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 -WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit Parcel It 30382100005034000001.0 Assessment= $2,247.76 Owner INDIAN RIVER COUNTY Secondary Owner Map ID: 212 Mailing Address (LOC4100#5114) VERO BEACH FL 32960 Legal TOWNSITE OF ROSELANDBLK B-4 ALL OF RIVER FRONT Site Address 1292583RDAV Revision Date: 4/3/2023 Parcel# 30382100005037000001.0 Assessment= $2,247.76 Owner SIGGINS, AARON A & ELIZABETH A Secondary Owner Map ID: 15 Mailing Address 1127 LAPRESA AVE SPRING VALLEY CA 91977 Legal TOWNSITE OF ROSELANDBLK B-2 LOTS 1 & 2 RAILROAD FRONT PBS 1-43 Site Address 8280130TH ST -a Revision Date: 4/3/2023 Parcel# 30382100005037000003.076 Owner BECKER, CHARLENE & Secondary Owner SIDEY, JEAN Map ID: 80 Mailing Address 149 ROYAL PALM ST SEBASTIAN FL32958 Legal TOWNSITE OF ROSELANDBLK B-2 LOTS 3,4 & 5 RAILROAD FRONT PBS 1-43" Site Acidness 8250130TH ST .: Revision Date: 4/3/2023 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 .1 k Exhibit A Parcel# 30382500001001000015.0 Assessment= $2,247.76 Owner SCOTT, JOHN S and DENA E Secondary Owner Map ID: 48 Mailing Address 1435580THAVE SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB N01 PB13-74 LOT 15 BLKA & LOT 16 BLKA ERC ILDOUN E HGTS SUB NO 2 PBI 4-5 & ALSO INCA PARC OF LAND LYING BETWEEN LOTS 15 &16 OFABOVE MENTIONED SUBS & BULKHEAD LI NE AS IN R BK 222 PP 779& R BK 218 PP65 Site Address 1435580THAV Revision Date: 4/3/2023 �y Parcel# 30382500001002000003.0 Assessment= $2,247.76 Owner FOWLER, OCTA (TRS) Secondary Owner FOWLER, CHARLES W (TRS) Map ID: 50 Mailing Address 14370 80TH AVENUE SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 1 BLK B LOT 3 PBI 3-74 Site Address 14370 BOTH AV _ Revision Date: 4/3/2023 Parcel# 30382500001002000004.0 Assessment= $2,247.76 Owner MILYAK, ALBERT JOHN and DIANNE B Secondary Owner Map ID: 51 Mailing Address 14365 78TH AVE - SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 1 BLK B LOT 4 PBI 3-74 Site Address 14365 78TH AV — :: — Revision Date: 4/3/2023 Page 35 INDIAN RIVER COUNTY- DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit A Parcel If 30382500002001000017.0 Assessment= $2,247.76 Owner STROGIS, WILLIAM A Secondary Owner STROGIS, TAMMY E Map ID: 53 Mailing Address 1432580THAV SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK A LOT 17 PBI 4-5 Site Address 1432580THAV Revision Date: 4/3/2023 Parcel If 30382500002001000018.0 Assessment= $2,247.76 Owner TRAFICANTE, RUSSELLJ & BETTI Secondary Owner Map ID: 54 Mailing Address 14315 BOTH AVE SEBASTIAN FL32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK A LOT 18 PBI 4-5 Site Address 14315 80TH AV Revision Date: 4/3/2023 Parcell! 30382500002001000019.0 Assessment= $2,247.76 Owner ORLER, MARTIN CLEVE Secondary Owner ORLER, BARBARA E Map ID: 55 Mailing Address 14265 BOTH AVE SEBASTIAN FL 329S8 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK A LOTS 19 & 20 PBI 4-5 Site Address 14265 80TH AV Revision Date: 4/3/2023 Page 36 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL- RESOLUTION 4 w racy. W., Exhibit A Parcel # 30382500002001000021.0 Assessment= $2,247.76 Owner WEGEL, FRANK& KATHERINE H Secondary Owner Map ID: 56 Mailing Address 8060142ND ST SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK A LOT 21 PSI 4-5 Site Address 8060142ND ST Revision Date: 4/3/2023 Parcel # 8 - 30382500002001000022.0 Assessment= MUM wxleu,"� $2,247.76 Owner SHIPLEY, JOHN W and SHARON M Secondary Owner Map ID: 57 Mailing Address 8080142ND ST SEBASTIAN Fl. 32958 Legal ERCILDOLINE HEIGHTS SUB NO 2 BLK A LOT 22 PBI 4-5 Site Address 8080142ND ST Revision Date: 4/3/2023 Parcel # 30382500002002000007.0 Assessment= $2,247.76 Owner JACKSON, RYAN MICHAEL Secondary Owner I Map ID: 58 Mailing Address 14345 78TH AVE SEBASTIAN FL 32958 Legal ERCILDOLINE HEIGHTS SUB NO 2 BLK B LOT 7 PBI 4-5 Site Address 14345 78TH AV Revision Date: 4/31/2023 Page 37 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 -WATER ASSESSMENT FINAL ASSESSMENT ROLL- RESOLUTION 4 Exhibit A Parcel # 30382500002002000008.0 Assessment= $2,247.76 Owner MELLIN, ROBERT and DAWN K Secondary Owner Map ID: 59 Mailing Address 1432578TH AVE SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK B LOT PB1 4-5 Site Address 1431578TH AV Revision Date: 4/3/2023 Parcel # 30382500002002000D09.0 Assessment= $2,247.76 Owner WEDDINGTON, DONALD JON & CINDY SUE Secondary Owner Map ID: 60 Mailing Address 14300 BOTH AVE SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK 8 LOT 9 PBI 4-5 Site Address 14300 80TH AV Revision Date: 4/3/2023 Parcel # 30382500002002000010.0 Assessment= $2,247.76 Owner LAZEA, EMILIA (LE) Secondary Owner Map ID: 61 Mailing Address 7800143RD ST SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK B LOT 10 PBI 4-5 Site Address 7800 143RD ST Revision Date: 4/3/2023 Page 38 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 S, Exhibit A Parcel # 30382500002002000011.0 Assessment= $2,247.76 Owner JOHNSON, ERIC N and WEN E & Secondary Owner JOHNSON, KEVIN SCOTT & JESSICA Map ID: 62 Mailing Address 7870145TH ST SEBASTIAN FL 32958 Site Address Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK BLOT 11 PBI 4-5 Revision Date: 4/3/2023 N 9 Wen 11 Parcel # 30382500002006000001.0 Assessment= $2,247.76 Owner Site Address 7999143RD ST Revision Date: 4/3/2023 Parcel # 30382500002006000002.0 Assessment= $2,247.76 Owner STROGIS, TAMMY E Secondary Owner STROGIS, WILLIAM A Map ID: 64 Mailing Address 7989 143RD ST SEBASTIAN FL32958 Leital ERCILDOUNE HEIGHTS SUB NO 2 BLK F LOT 2 PBI 4-5 Page 39 7989143RD ST Revision Dat: 4/3/2023 p q F:\Ut!IIties\UT)UTY - Engineering\Projects - Utility Construction Permits\IRC - North Sebastian! 2S (M&M)\Apnft ltems\phase ll\Resolutionlys01,,finaLAssmmentRolI —TION_4.d(cx M 'Wril 03, 20 Z3 Site Address 1436080THAV Revision Date: 4/3/2023 N 9 Wen 11 Parcel # 30382500002006000001.0 Assessment= $2,247.76 Owner KINCAID, DALE Secondary Owner Map ID: 63 Mailing Address SEBASTIAN FL T,AN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK F LOT I PBI 4-5 Site Address 7999143RD ST Revision Date: 4/3/2023 Parcel # 30382500002006000002.0 Assessment= $2,247.76 Owner STROGIS, TAMMY E Secondary Owner STROGIS, WILLIAM A Map ID: 64 Mailing Address 7989 143RD ST SEBASTIAN FL32958 Leital ERCILDOUNE HEIGHTS SUB NO 2 BLK F LOT 2 PBI 4-5 Page 39 7989143RD ST Revision Dat: 4/3/2023 p q F:\Ut!IIties\UT)UTY - Engineering\Projects - Utility Construction Permits\IRC - North Sebastian! 2S (M&M)\Apnft ltems\phase ll\Resolutionlys01,,finaLAssmmentRolI —TION_4.d(cx M 'Wril 03, 20 Z3 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 -WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit A Parcel # 30382500002006000003.0 Assessment= $2,247.76 Owner MINNICH, MARK MILO Secondary Owner Map ID: 65 Mailing Address 7840142ND WAY SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUBDIVISION NO 2 BLK FLOT 3 PBI 4 - 5 Site Address 7840142ND WAY Revision Date: 4/3/2023 Parcel # 30382500002006000004.0 Assessment= $2,247.76 Owner PALMER, GREGORY B & Secondary Owner RICHARDS, KAREN M Map ID: 66 Mailing Address 7880142ND WAY SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 PBI 4-5 A PORT OF LOT 4 BLK F MORE PARTDESC AS FOLL: COM AT SW COR SAID LOT 4 B LK F; RUN E 86.45 FT TO POB OF FOLL DESCPARC: TH N 43 DEG 17 MIN 20 SEC IN 145.21 FT; TH N 63 DEG 04 MIN 00 SEC E 135.95 FT; TH S 54 DEG 28 MIN 35 SEC E 78.66 FT; TH S 35 DEG 10 MIN 00 SEC W 148.72 FTTO POB. Site Address 7880142ND WAY Revision Date: 4/3/2023 Ri6E h Parcel # 30382500002006000004.1 Assessment= $2,247.76 Owner WUNDERLICH, JOEL & JACKIE Secondary Owner Map ID: 67 Mailing Address 14240 BOTH AVE SEBASTIAN FL32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 PBI 4-5 A PORT OF LOT 4 BLK F MORE PARTDESC AS; BEG AT SW COR OF SAID LOT 4; RU N N 07 DEG 04 MIN 27 SEC W 106.51 FT, THS 43 DEG 17 MIN 20 SEC E 145.21 FT, THRUN IN 86A5 FT TO POB & ALSO ALL LOT S (OR BK 0730 PP 323) (OR BK 1339 PP 863) Site Address 14240 80TH AV Revision Date: 4/3/2023 Page 40 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL- RESOLUTION 4 f Exhibit A ,7wt` Parcel# 30382500001007000001.0 Assessment= $2,247.76 Owner BOWEN, JEFFREY F and PAMELA S Secondary Owner Map ID: 68 Mailing Address 1419081STAVE SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK G LOT I PBI 4-5 Site Address 1419081STAV Revision Date: 4/3/2023 Parcel# 30382500002007000002.0 Assessment= $2,247.76 Owner HENRY, CAREY & TIFFINIE Secondary Owner Map ID: 69 Mailing Address 8065142ND 5T SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BILK G LOT 2 PBI 4-5 Site Address 8065 142ND ST Revision Date: 4/3/2023 Parcel# 30382500002007000003.0 Assessment= $2,247.76 Owner NEWPORT HOLDINGS LLC Secondary Owner Map ID: 70 Mailing Address 52 WALTHAM ST LEXINGTON MA 02421-5407 Legal ERCILDOUNE HEIGHTS SUBDIVISION NO 2 PBI 4 - 5 BILK G LOT 3 Site Address 8045142ND STRevision _. Date: 4/3/2023 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL- RESOLUTION 4 Exhibit A Parcel# 30382500002007000004.0 Assessment= $2,247.76 Owner HECK, JAMES R (TRS) Secondary Owner HECK, BONNIE (TRS) Map ID: 71 Mailing Address 8035142ND ST SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK G LOT 4 PBI 4-5 Site Address 8035142ND ST Revision Date: 4/3/2023 Parcel# 3038250D002007000005.0 Assessment= $2,247.76 Owner BROWN, ROY (TR) Secondary Owner Map ID: 72 Mailing Address 8025142ND ST SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK G LOTS PBI 4-5 Site Address 8025142ND ST Revision Date: 4/3/2023 Parcel# A:. vp �f `^ :. .-'ti3 F 30382500002007000006.0 fi.. .: � .:. �F°,x,,, �,. � n.� Assessment= $2,247.76 Owner MARIK, JAMES E (CO -TRS) Secondary Owner MARIK, MELINDA M (CO -TRS) Map ID: 73 Mailing Address 8005142ND ST SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 81-K G LOT 6 PBI 4-5 Site Address 8005142ND STRevision .... Date: 4/3/2023 _.. .. Page 42 . . INDIAN RIVER COUNTY- DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit A Parcel # 30382500002007000007.0 Assessment= $2,247.76 Owner BENNETT, LORI Secondary Owner Map ID: 74 Mailing Address 8006141STST SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK G LOT 7 PB1 4-5 Site Address 8006141STST Revision Date: 4/3/2023 Parcel # 30382500002007000008.0 ... ... 7771 Assessment= 3� $2,247.76 Owner POWELL, HOWARD T and HILDA T Secondary Owner Map ID: 75 Mailing Address 8026141ST ST SEBASTIAN Fl. 32958 Legal ERCILDOLI N E HEIGHTS SUB NO 2 BLK G LOT 8 PBI 4-5 Site Address 8026141ST ST Revision Date: 4/3/2023 Parcel # 3038250D002007000009.0 Assessment= $2,247.76 Owner SHELHAMER, DONALD and VIRGINIA Secondary Owner I Map ID: 76 Mailing Address PO BOX 160 ROSELAND FL 32957 Legal ERCILDOLINE HEIGHTS SUB NO 2 BLK G LOT 9 PSI 4-5 Site Address 8036141ST ST Revision Date: 4/3/2023 Page 43 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit A Parcel# 30382500002007000010.0 Assessment= $2,247.76 Owner BECK, DIANE M & Secondary Owner RITTER, DAVID G Map ID: 77 Mailing Address 8046141ST ST SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK G LOT 30 PB14-5 Site Address 8046141STST Revision Date: 4/3/2023 Parcel# 30382500002007000011.0 Assessment= $2,247.76 Owner PARKINS, DONNA JEAN (LE) Secondary Owner PARKINS, DEREK ALLEN Map ID: 78 Malling Address 8066141ST ST SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK G LOT 11 PBI 4-S Site Address 8066 141ST ST Revision Date: 4/3/2023 Parcel# 30382500002007000012.0 Assessment= $2,247.76 Owner STATES, SANDRA ANNE Secondary Owner Map ID: 79 Mailing Address 14150 81ST AVE SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK G LOT 12 PBI 4-5 SkeAddraw ... 1415081ST AV ... ..._ Revision Date: 4/3/2023 Page 44 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES fS, 4de" � NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL- RESOLUTION 4 Exhibit A Parcel # 30382500002008000D01.0 Assessment= $2,247.76 Owner STOCKER, REX (TR) Secondary Owner Map ID: 17 Mailing Address 1409581STAVE SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK H LOT I PB1 4-5 Site Address 1409081STAV Revision Date: 4/3/2023 Parcel # 3038250DD0200800D002.0 Assessment= $2,247.76 Owner MILLER, SUSAN ELIZABETH Secondary Owner MILLER, PETER JOSEPH Map ID, 18 Mailing Address 8065 141ST ST SEBASTIAN FL32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK H LOT 2 PGI 4-5 Site Address 8065141ST ST Revision Date: 4/3/2023 Parcel # 30382500002008000003,0 Assessment- $2,247.76 Owner COLEMAN, ROBERT M and RHONDA K Secondary Owner Map ID: 19 Malling Address 8045 141ST ST SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK H LOT 3 PBI 4-5 Site Address 8045 141ST STE islon Date: � 4/3/2023 Page 45 INDIAN RIVER COUNTY— DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 — WATER ASSESSMENT FINAL ASSESSMENT ROLL — RESOLUTION 4 Exhibit A' a a�`: Parcel# 30382500002008000004.0 Assessment= $2,247.76 Owner KELLY, KENNETH Cand SHIRLEYA Secondary Owner Map ID: 10 Mailing Address 8035141STST SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK H LOT 4 PBI 4-5 Site Address 8035141ST ST Revision Date: 4/3/2023 Parcel# 30382500002008000005.0 Assessment= $2,247.76 Owner BECKETT, KENNETH G and DOLORES R Secondary owner — Map ID: 21 Mailing Address 8025 141ST ST SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK H LOT 5 PBI 4-5 Site Address 8025141ST ST Revision Date: 4/3/2023 Parcel # 30382500002008000006.0 W417jo Owner REGO, CINDY A Secondary Owner Map ID: 22 Mailing Address 8005 141ST ST SEBASTIAN FL 32958 - --- Legal ERCILDOUNE HEIGHTS SUBDIVISION NO 2 BLK H LOT 6 PBI 4-5 i Site Address BOOS 141ST ST Revlsiat Page 46 s. F:NUt!Rtles\UTILITY - Engineering\Projects - Utility Construction Permits\IAC - North Sebasti (M&M)\pgenda iterr�s\Phase ii\Resoiutkm IV%01 FinalAssessmetttRoll_ TION_ Mon rN 63 :S2S dotz 023 INDIAN RIVER COUNTY- DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 az«int Exhibit A Parcel# 30382500002008000007.0 Assessment= $2,247.76 Owner HUCKS, CHRISTANA KLINKON Secondary Owner Map ID: 23 Mailing Address 8006140TH ST SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK H LOT 7 PBI 4-5 Site Address 8006140TH ST Revision Date: 4/3/2023 ..�-. v Parcel# 30382500002008000008.0 Assessment= $2,247.76 Owner CLARKE, JENNIFER L Secondary Owner Map ID: 24 Mailing Address 8036140TH ST SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUBDIVISION NO 2 BLK H LOT 8 PBI 4 - 5 Site Address 8036 140TH ST Revision Date: 4/3/2023 Parcel# 30382500002008000009.0 Assessment= $2,247.76 Owner ALTER, STANLEY (LE) Secondary Owner ALTER, CAROLINE S (LE) Map ID: 25 Mailing Address 8046140TH ST SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK H LOTS 9 & 10 PBI 4-5 SlbAddnw 8046140TH ST Revision Date: 4/3/2023 Page 47 tM(" INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL- RESOLUTION 4 Exhibit A Parcel# 30382500001008000011.0 Assessment= $2,247.76 Owner PEREZ, SENIA Secondary Owner CARNEVALE. MICHAEL Map ID: 26 Mailing Address 8066140TH ST SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK H LOT 11 PBI 4-5 Site Address 8066140TH ST Revision Date: 4/3/2023 Parcel# 30382500002008000012.0 Assessment= $2,247.76 Owner HALCOMB, GEORGE M (TR) Secondary Owner Map ID: 16 Mailing Address PO BOX 790 VERSAILLES IN 47042 Legal ERCILDOUNE HEIGHTS SUB NO 2 BILK H LOT 12 PBI 4-5 Site Address 14020 81ST AV Revision Date: 4/3/2023 Parcel# 30382500002011000001.0 Assessment= $2,247.76 Owner LECK, RICHARD C and KATHY C Secondary Owner Map ID: 29 Mailing Address 14195 81ST AVE SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK K LOT 1 PBI 4-5 Site Address 1419581ST AV _ .: Ion Date: 4/x/2023 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit A Parcel# 30382500002011000002.0 Assessment= $2,247.76 Owner WILLIAMSON, PHILIP JOHN & ANN MEADOW Secondary Owner Map ID: 30 Mailing Address 6680 LUSTER DRIVE HIGHLAND MD 20777 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK K LOT 2 PBI 4-5 Site Address Parcel # 14155 81STAV 3038250D002011000D03.0 Assessment= Revision Date: 4/3/2023 $2,247.76 Owner BOYD, SOPHIA SCHIAVO (TR) Secondary Owner BOYD, TIMOTHY ALAN (TR)' Map ID: 31 Mailing Address 14125 81ST AV SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK K LOT 3 PBI 4-5 !ke Address — 14125 81ST AV - Revision D te: PWO*o 303d2S00G0201100000c0 $2,247.76 Owner STOCKER, REX (LE) Secondary Owner STOCKER, JULIE A (TRS) Map ID: 32 Mailing Address 1409581ST AVE SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK K LOT 4 PBI 4-5 Site Address 14095 81ST AV Redslat dfift. Page 49 F.\Utilities\UTILITY - Engineering\Projects - Utility ConstructlonPermiti\RIC - North Sebasti n 52S (M&M)Wgenda Items\Phase li\Resolution_NV1 FinesAssessmetitRollTION_ .do0c Mon ri103 2023 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 -WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit A Parcel # 30382500002011000005.0 Assessment= $2,247.76 Owner HALCOMB, GEORGE M (TR) Secondary Owner Map ID: 33 Mailing Address POBOX790 VERSAILLES IN 47042 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK K LOTS PSI 4-5 Site Address 14055 81STAV Revision Date: 4/3/2023 Parcel # 30382500002011000DO6.0 Assessment= $2,247.76 Owner UHLHORN, IVANKA Secondary Owner Map ID: 34 Mailing Address 14025 81ST AVE SEBASTIAN FL 32958 Legal ERCILDOUNE HEIGHTS SUB NO 2 BLK K LOT 6 PBI 4-5 Site Address 14025 81ST AV Revision Date: 4/3/2023 Parcel # 3038250DD09000100001.0 Assessment= yr $2,247.76 Owner BERNI, STEPHEN & MAROLYN C Secondary Owner Map 10: 35 Mailing Address 13990 RUFFNER LN SEBASTIAN FL 32958 Legal RIVER TREES BLK A LOT 1 & 1/13 INT IN TRACT A P31 9-24 Site Address 13990 RUFFNER LN Revision Date: INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 Exhibit A Parcel # 30382500009000100002.0 Assessment= $2,247.76 Owner SIMON, ANDREW& ALICE Secondary Owner Map ID: 36 Mailing Address 13920 RUFFNER LN SEBASTIAN Ff. 32958 Legal RIVER TREES BLKA LOT 2 & 1113 INT IN TRACTA PSI 9-24 —L Site Address 13920 RUFFNER LN Revision Date: 4/3/2023 Parcel # 30382500009000100003.0 Assessment= $2,247.76 Owner FIELDS, DOUGLAS Secondary Owner FIELDS, DEBORAH H Map ID: 37 Mailing Address 13890 RUFFNER LANE SEBASTIAN Fl- 32958 Legal RIVER TREES BLK A LOT 3 & 1/13 INT IN TRACT -A PBI 9-24 Site Address Parcel # 13890 RUFFNER LN 3038250D009000100004.0 Assessr**& Revision Date: a /3/2023 4 02 / $2,247.76 Owner JOHNSTON, KEVIN R & SUANNE J Secondary Owner Map ID: 38 Mailing Address 13860 RUFFNER LANE SEBASTIAN Fi. 32958 Legal RIVER TREES BLK A LOT 4 & 1/13 1 NT IN TRACT A PBI 9-24 Site Address 13860 RUFFNER LN Revision Date: .4/3/2023 INDIAN RIVER COUNTY — DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 — WATER ASSESSMENT FINAL ASSESSMENT ROLL — RESOLUTION 4 4 -rik Exhibit A Parcel # 30382500009000100005.0 Assessment= $2,247.76 Owner STEWART, JOHN LADD & CHRISTINE CHILDERS Secondary Owner Map ID: 39 Mailing Address 13820 RUFFNER LN SEBASTIAN FL 32958 Legal RIVER TREES BLKA LOTS & 1113 INTIN TRACrA PBI 9-24 Site Address 13820 RUFFNER LN Revision Date: 4/3/2023 Parcel # 30382500009000100006.0 Assessment= $2,247.76 Owner PYLE, CATHY ERGLE Secondary Owner Map ID: 40 Mailing Address 13790 RUFFNER LN SEBASTIAN FL32958 Legal RIVER TREES PBI 9 - 24 BLK A LOT 6 AND A 1/13 INTEREST IN POR OF TR A AND ALSO INC FOLL DESC PARC SEC 25 TWN 30 RNG 38 GOVT LOT 2 FROM THE SIN CDR OF GOV LOT 2 RUN N AL THE W LINE OF GOV LOT 2 A DIST OF 617.80 FT TH N35 -10-00E 1295.37 FT TH S35 -12 -ODE A DIST OF 754.45 FT TH N40 -27-45E A DIST OF 77.29 FT TH S38 -22-34E A DIST OF 201.57 FT TH N41 -37-26E A DIST OF 321.42 FT MORE OR LESS TO W SHORE OF IND RIV AND POB TH RETRACING LAST MENTIONED COURSE RUN S41 -37-26W A DIST OF 321.42 FT MORE OF LESS TH RUN S40 -24-57W A DIST OF 88.59 FT TH S42 -54-44E A DIST OF 198.66 FT TH N41 -43-23E 409.36 FT MORE OR LESS TO THE W SHORE OF IND RIV TH NINLY MEANDERING SAID W SHORE TO POB LESS 30 FT ROW FOR OLD US HWY NO 1 (NOW RIVER RD) AL THE NELY PORTION OF SAID PARCEL Site Address 13790 RUFFNER LN Revision Date: 4/3/2023 Parcel # 30382500009000100007.0 Assessment= $2,247.76 Owner GLOVER, TIMOTHY C Secondary Owner M., ID: 41 Mailing Address 9446 FLEMING GRANT RD MICCO FL 32976 Legal RIVER TREES BILK A LOT 7 & 1/13 INT IN TRACT A PBI 9-24 Site Address 13700 RUFFNER LN Revision Date: 4/3/2023 Page 52 MoodiV,Wril .030 023 INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL - RESOLUTION 4 ExhibitA"'' Parcel # 30382500009000200002.0 Assessment= $2,247.76 Owner SC4RAVAGUONE, DAVID (H) Secondary Owner Map ID: 42 Mailing Address PO BOX 120340 MELBOURNE FL 32940 Legal RIVER TREES BLK B LOT & 1113 INT IN TRACT PBI 9-24 Site Address 13925 RUFFNER LN Revision Date: 4/3/2023 Parcel # 30382500009000200003.0 Assessment= $2,247.76 Owner KEY, COLLEEN CAROL Secondary Owner ROBERTSON, GORDON ALAN Map ID: 43 Mailing Address 13895 RUFFNER LN SEBASTIAN Fl. 32958 Legal RIVER TREES 8LK B LOT 3 & 1/13 INT IN TRACT A PSI 9-24 Site Address 13895 RUFFNER LN Revision Date: 4/3/2023 7-1-7 77,17 P Parcel # 30382500009000200004.0 Assessment= $2,247.76 Owner MALIN, MICHAEL & BARBARA 8 Secondary Owner Map ID: 44 Malling Address 13825 RUFFNER LN SEBASTIAN FL 32958 Legal RIVER TREES BLK B LOT 4 & 1/13 INT IN TRACT PBI 9-24 Site Address 13825 RUFFNER LN Revision Date: .4/3/2023 n . F:\UtiIIties\UTIUTY - Engineering\Projects - Utility Construction Permits\IRC - North Sebastian (M&M)\Agendaltems\Phasell\Resolution_IV\01_FinalAssessmentRolI RQ"TIOk4.J.'2CA INDIAN RIVER COUNTY - DEPARTMENT OF UTILITY SERVICES NORTH COUNTY WATER / SEWER PROJECT S2S PHASE 2 - WATER ASSESSMENT FINAL ASSESSMENT ROLL- RESOLUTION 4 Exhibit A r•p Parcel# 30382500009000200005.0 Assessment= $2,247.76 Owner ROLOFF, LLOYD Secondary Owner Map ID: 45 Mailing Address PO BOX 781301 SEBASTIAN FL 32978 Legal RIVER TREES BLK B LOTS & 1/13 INT IN TRACT A PBI 9-14 Site Address ... ... 13795 RUFFNER IN .-. ... '. Revision Date: 4/3/2023 PWCW# 303fi2�00009000200006.0 -' Assessment= $2,247.76 Owner STYGAR, FRANK (LE) Secondary Owner Map ID: 46 Mailing Address 13725 RUFFNER LN SEBASTIAN FL 32958 Legal RIVER TREES BLK B LOT 6 & 1/13 INT IN TRACT A PBI 9-24 Site Address 13725 RUFFNER LN Revision Date: 4/3/2023 Parcel It ' -, Assessment= $361,890.00 Owner Secondary Owner Map ID: Mailing Address . Legal SlteAddress Revision Date: LIT North County Septic to Sewer J - Resolution IV May 2, 2023 BCC Meeting. A County S2S Total parcels = 213 Water Assessment = 161 Total Assessed = $361,889.36 $2,247.76 / property Resolution 2022-104 Approved by BCC on Dec 20, 2022 • Use the uniform method for the levy L ­d sYe i.m+sa�. Mt •aPrtaautlx.tlMaln Mnm.lilerycle5taus saNMorkSW<Lre 6/7/2023 6/7/2023 Assessment Comparisor Nominal annual rate..: 3.260°% Effective annual rate..: 3.250% CASH FLOW DATA Event Date Amount # Period E 1 Loan 12/1412021 $2,247.76 1 2 Payment 1211412022 224.78 10 Annual AMORTIZATION SCHEDULE 136.23 224.78 4 Pmt Date Payment Interest Principal FINAL 12114/2021 :'1211412026 326.93 101.15 1 12114/2022 297.83 73.05 224.78 2 12/14/2023 290.53 65.75 224.78 3 12/14/2024 283.38 68.60 224.78 4 12/1412025 276.78 51.00 224.78 6 1211412026 268.61 43.83 224.78 6 1211412027 261.31 36.53 224.78 7 12/14/2028 264.08 29.30 224.78 8 12/14/2029 246.63 21.85 224.78 9 12/14/2030 239.39 14.61 224.76 10 12/14/2031 232.04 7.30 224.74 Grand totals 2,649.58 401.82 2,247.76 Nominal annual rate..: 7.500 Effective annual rate..: 7.500% CASH FLOW DATA 1 Loan 12/14/2021 $2,247.76 1 2 Payment 12114/2022 224.78 10 Annual FINAL 1211412021 1 12/14/2022 393.36 168.58 224.78 2 12/14/2023 376.50 151.72 224.78 3 ..12/14/2024 360.01 136.23 224.78 4 .i 1211412026 342.46 117.68 224.76 5 :'1211412026 326.93 101.15 224.78 6 12/14/2027 309.07 84.29 224.78 7 12114/2028 292.40 67.62 224.78 8 12/14/2029 275.21 50.43 224.78 9 1211412030 258.49 33.71 224.78 10 12/1412031 241.60 16.86 224.74 Grand totals 3,176.03 927.27 2,247.76 01 -2 VI -3 1,58, SWDD Item Indian River County, Florida Solid Waste Disposal District Board Memorandum Date: April 18, 2023 To: John A. Titkanich, Jr., County Administrator From: Sean Lieske, Director of Utility Services Prepared By: Ronnie T. Jones, BSCE, A.M. ASCE Assistant Managing Director, Solid Waste Disposal District Subject: Approval for Continued Rental of Frac Tanks and Equipment for Leachate Disposal Descriptions and Conditions: On May 18, 2021, the Indian River County (IRC) Solid Waste Disposal District (SWDD) Board directed staff to explore options for off-site disposal of concentrated leachate as the West Regional Wastewater Treatment Plant (WRWTP), operated by the Indian River County Department of Utility Services (IRCDUS), was not able to process this material. On June 15, 2021, the SWDD Board approved issuing purchase orders to Rain for Rent for the rental of two temporary storage frac tanks for concentrated leachate, and to Aqua Clean for the off-site transportation and disposal of the leachate. On January 17, 2023, the SWDD Board approved staff recommendation to coordinate with the Purchasing Department to amend and increase by $22,000 the existing Purchase Order #95005 to Rain for Rent for the rental of an additional storage frac tank for concentrated leachate. This action brings the total number of frac tanks and associated equipment being utilized for leachate treatment to three. The utilization of frac tanks was anticipated to be a short-term effort until the 500,000 -gallon Crom tank could be rehabilitated and used for leachate storage to serve the Heartland leachate evaporator, which came on-line April 11, 2023; however, due to unforeseen delays, it will be October 2023 before the Crom tank and associated pipe and pump systems are completed and tested, resulting in the need for a continued temporary solution. Therefore, staff recommends the continued utilization of all three frac tanks and associated equipment, for the temporary storage of leachate to be processed by the Heartland Leachate Evaporator. Analysis: Staff obtained proposal #1027 -IND -2069055 from Rain for Rent to include all three (3) -21,000 -gallon storage tanks including spill containment and miscellaneous equipment for temporary storage of the leachate. The rental cost is $9,790.07 per month; however, the removal cost of the equipment, except tanks, have a separate one-time cost of $3,513.32. The total six-month rental cost is $62,253.74. SWDD Agenda - Approval for Continued Rental of Frac Tanks and Equipment for Leachate Disposal 041823 Page 1 of 2 DRAFT rj 272 SWDD Item Funding: Funding for the frac tanks is budgeted and available in the SWDD/Landfill/Other Contractual Services account, number 41121734-033490, for a total amount of $62,253.74, which is funded from the SWDD assessments and user fees. Description Account Number Amount SWDD/Landfill/Other Contractual Services 41121734-033490 $62,253.74 Recommendation: Staff recommends approval from the Solid Waste Disposal District Board to approve the change order and to coordinate with the Purchasing Department to amend and increase the existing Purchase Order #95005 by $62,253.74. Attachment: 1. Rain for Rent proposal #1027 -IND -2069055 SWDD Agenda - Approval for Continued Rental of Frac Tanks and Equipment for Leachate Disposal 041823 Page 2 of 2 DRAFT rj 273 Rain For Rent 2330 Burnt Wood Dr Kennesaw, GA, 30152 678-594-6601 ® rainforrent.com DDESAUTELL@rainforrent.com Indian River County BOCC Account: 138184 Finance Department 180127th Street Vero Beach, FL, 32960 Ronnie Jones 772-226-3214 .com Rain For Rent Sales Rep: Darren Desautell Vero beach, FL PROJECT OVERVIEW Indian River County BOCC Account: 138184 Proposal: 1027 -IND -2069055 Tank rental 4/18/2023 4/18/2023 No 10/31/2023 Customer is requesting an updated quote to reflect rental of equipment already on site to extend the rental for another 6 months. 21,000 gal Tanks, Spill Containment and hoses to manifold tanks together to store Leachate. Customer will be responsible for ensuring equipment has been empty, washed out, free of debris and liquid prior to release and pick up. RFR Responsibilities & Scope of Work Rain for Rent (RFR) will provide the following: Delivery/pickup of equipment only, no installation/removal or onsite labor Due to the multitude of economic factors, materials, labor, hauling and freight are currently in a period of above average volatility. If, during the performance of work, the price of materials, labor, hauling or freight increases by 5% or greater through no fault of Rain for Rent, the contract price shall be equitably adjusted by an amount reasonably necessary to cover any such price increases. Equipment subject to availability at time of project. Reference Materials Project is quoted based on applicable/customer provided reference materials noted below: Verbal / Written Request Operating Parameters Material Stored: Leachate Customer Responsibilities Upon Delivery 1. Customer is responsible for inspecting equipment for function and cleanliness. If equipment is deemed unsatisfactory, it is the customer's responsibility to refuse equipment and request replacement. If not refused or rejected, the customer accepts "as is" condition of equipment. 2. Customer will provide suitable, safe access and laydown location for the equipment being delivered. 3. Tank delivery requires DOT minimum height/ width clearance. System: 1. By accepting this quotation, the customer has acknowledged that the equipment proposed herein is suitable for its intended application and accepts all liabilities associated with its use. Customer is responsible for compliance with appropriate liquid/material quality standards, regulations, and testing protocols to meet all federal, state, local and job location specific requirements. Customer is responsible for all waste materials associated with this equipment/system. Customer is responsible for: Proposal Number 1027 -IND -2069055 Confidentiality Notice: This proposal and any associated documents) are privileged and confidential and are intended for the sole use of the PY 2 of 6 addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com. Rain For Rent Sales Rep: Darren Desautell Indian River County BOCC Account: 138184 Proposal: 1027 -IND -2069055 1. Any work in confined spaces. 2. Protecting system from damage including any freeze protection necessary to safeguard equipment from damage. Should equipment become frozen and damaged, customer is responsible for repair of equipment. RFR can provide necessary freeze protection at an additional charge per executed change order. Equipment stays on rent until it can be returned. 3. Using equipment in a safe and proper manner in accordance with manufacturers' recommendations, regulatory standards, and industry best practices. Improper usage may cause equipment/system failure, damage, possible incidents, injuries, and spills. Upon Release 1. Customer is responsible for unbolting at least front hatch door, opening fill tube caps and valves for inspection. Upon Pickup: Contact the RFR office at _ _ _ to schedule pickup when equipment/system is cleaned and ready to be released. Flushing and cleaning of equipment must be performed to RFR's standards prior to being called off rent. RFR personnel will perform a visual inspection. It is recommended to have a customer representative on-site during inspection. Equipment found not to be in "delivered condition" will not be picked up. safety Each employee is expected to adhere to the RFR Environmental, Health and Safety programs, which will protect the environment, the health and safety of the customer, employees, and others. RFR asks for your full cooperation to succeed in this expected outcome. Proposal Number 1027 -IND -2069055 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the wf�i�e 3 of 6 addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of ` / U Western Oilfields Supply Company dba/Rain for Rent. Ifyou have received this information in error, please immediately contact us at info@rainforrent.com. D C • VA C 3 Cr J Rain For Rent Indian River County BOCC ® Sales Rep: Darren Desautell Account: 138184 Proposal: 1027 -IND -2069055 j RENTAL ITEMS Qty Units Duration Item Description Day Week Cycle Extension 3 EACH 28 Day 560205 Tank Bilevel Uncoated $38.00 $3,192.00 3 EACH 28 Day 725882 Gauge Tank Clock W/Drop Tube Float $8.48 $712.32 3 EACH 28 Day 670555 Spillguards 10'X50'Xl' $33.00 $2,772.00 1 EACH 1 Cycle 325309 Adapter 4" Bauer Ball x Flange GALV $11.70 $11.70 $23.39 $23.39 2 EACH 1 Cycle 325317 Adapter 4" Bauer Socket x MNPT GALV $11.11 $11.11 $22.23 $44.46 1 EACH 1 Cycle 325710 Tee 4" BaIIxBaIIxSOC Bauer GALV $24.02 $24.02 $48.04 $48.04 1 EACH 1 Cycle 325313 Tee 4" SOCxBaIlxBall Bauer GALV $16.41 $16.41 $32.81 $32.81 2 EACH 1 Cycle 325316 Adapter 4" Bauer Ball x MNPT GALV $11.11 $11.11 $22.23 $44.46 5 EACH 1 Cycle 722888 Hose 4"x20' HD Tank Truck Bauer $60.81 $60.81 $121.62 $608.10 3 EACH 1 Cycle 722934 Hose 4"x20' HD Tank Truck Camlock 150# $60.70 $60.70 $121.39 $364.17 1 EACH 1 Cycle 726652 Valve 4" ButterFly Camlock AL $37.10 $37.10 $74.20 $74.20 1 EACH 1 Cycle 325739 Adapter 4" Bauer Socket x Cam GALV $11.70 $11.70 $23.39 $23.39 1 EACH 1 Cycle MR IND Adapter 4" Bauer Ball x FM Cam $11.70 $11.70 $23.39 $23.39 10 EACH 1 Cycle 723412 Hose 4"x25' Suction Camlock PVC $75.96 $75.96 $151.92 $1,519.19 Rental Subtotal $9,481.92 Description Price PICKUP Return Hauling will be billed at $250.00 per hour portal to portal from Vero Beach to Lakeland, FL $0.00 PICKUP Return Hauling of everything except tanks $3,513.32 Service Total $3,513.32 Proposal Number 1027 -IND -2069055 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the Pjf 4 of 6 addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of (, / 7 Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com. Rain For Rent Indian River County BOCC Sales Rep: Darren Desautell Account: 138184 Proposal: 1027 -IND -2069055 PROJECTO Estimated Rental Total $9,481.92 Estimated Environmental Recovery Fees $308.15 Total Estimated Recurring Charges $9,790.07 SERVICES Estimated Pickup $3,513.32 GRAND TOTAL $13,303.39 -Estimated costs do not include taxes -Recurring rental project costs will be on a cycle/week/day basis+tax Engine driven equipment will be delivered with at least 50% fuel. A Fuel Convenience Charge will be implemented on a per gallon basis up to the delivered fuel level. Customer acknowledges that the Fuel Convenience Charge is not a retail sale of fuel. Customer may avoid the Fuel Convenience Charge if the Customer returns the Equipment at delivered level. The fuel convenience fee will be charged per gallon. No refunds will be given for a higher level of fuel upon return. Customer Name Customer Signature Proposal Acknowledgement i By signing this proposal, customer represents that he/she has read and agreed to both the Statement of Work and Quote Agreement sections, and is also agreeing to the grand total amount listed above, plus any recommended optional items if accepted and initialed. If customer requires a Purchase Order number to process and submit payment, it must be supplied to Rain for Rent at the time of acceptance of this proposal. PO Number: Rental Protection Plan I have received and reviewed the Rental Protection Plan Agreement incorporated as the last page of this estimate. By initialing this paragraph, I understand that I am agreeing to enter into and be bound by the terms of the Rental Protection Plan Program Agreement and that I am authorized to enter into this Agreement on behalf of Customer. FOR ALL RENTALS OF EQUIPMENT, EXCEPT THOSE SPECIFICALLY EXCLUDED, YOU MAY EITHER SHOW PROOF OF PROPERTY INSURANCE IN ACCORDANCE WITH INSURANCE REQUIREMENTS AND RENTAL AGREEMENT OR PURCHASE THE RENTAL PROTECTION. THE PURCHASE OF THE RENTAL PROTECTION PLAN FOR RENTALS OF EQUIPMENT IS NOT MANDATORY AND MAY BE DECLINED IF YOU HAVE PROOF OF ALL RISK PROPERTY INSURANCE AS REQUIRED BY CONTRACT. $1,422.311 Accept Decline Created Date: 4/18/2023 Proposal Number 1027 -IND -2069055 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the „iiA$e 5 of 6 addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com. �D Rain For Rent Indian River County BOCC Sales Rep: Darren Desautell Account:; 138184 Propoul:1027-IND-2069055 Quote Agreement If Customer has entered into a Master Service Agreement with Rain for Rent and there is a conflict between these terms and conditions of this Quotation Agreement and the Customer's Master Service Agreement, then the terms and conditions in the Customer's Master Service Agreement signed by Rain for Rent will prevail. Availability of products and services is subject to change without notice. Payment terms are net 30 days from invoice date. Interest at the rate of 18% per year shall be charged on any past due invoice. A Fuel Surcharge will be calculated and invoiced based on the diesel fuel price as published by the Department of Energy on https://www.eia.gov/petroleum/gasdiesel An Environmental Recovery Fee shall apply to all rental charges invoiced for the duration of the rental pursuant to this quote/Estimate to help offset direct and indirect costs associated with regulatory compliance, obtaining permits, and obtaining licenses. California Air Quality Fee will be added to the cost of diesel pumps used in California only. This is a State mandated fee. Customer is prohibited from deducting retention from Rain for Rent invoices and charging Rain for Rent liquidated damages. Customer SO is responsible for flushing and cleaning tanks, roll off boxes, pipelines, pumps, filters and other Rain for Rent equipment prior to return unless specifically agreed to by both parties in writing. The Terms J and Conditions of the Rain For Rent Rental and Hazardous Material and/or Non -Hazardous Waste Agreement, Credit Application/Master Rental & Sales Agreement, Invoice and this Quotation (also known as the Rain for Rent Rental/Sale Estimate as may be referenced in any Master Service Agreement, Blanket Purchase Order, or any other contractual document executed between the parties) contain the complete and final agreement between Rain for Rent and Customer and no other agreement in any way modifying or adding to any of said Terms and Conditions will be binding upon Rain for Rent unless made in writing and signed by a Rain for Rent Corporate Officer or Rain for Rent authorized representative. The Customer cannot alter the equipment without Rain for Rent's prior written approval. i.. Customer is responsible for equipment, repairs, maintenance and damage, excluding normal wear and tear or damage caused by Rain for Rent. Rain for Rent will service all engine driven equipment at a frequency of 400 hours of runtime. This is a billable event; pricing of labor and parts are subject to current market conditions. All returned equipment is subject to inspection by Rain for Rent personnel. Damages and accrued rent will be invoiced to Customer while equipment is out of service for repairs. The Customer is responsible for damage caused by reactive, corrosive or abrasive material; including, f but not limited to sand, sodium hydroxide, chlorine, and acids. Customer must notify Rain for Rent immediately of any spill so that any necessary repairs to the system can be made and to minimize 1 service interruption. The Customer assumes all risks of loss due to operation and use of the equipment. Customer will provide "all risk" property insurance for rented equipment. Customer shall pay Rain for Rent additional expenses caused by unforeseen or changing conditions, including, but not limited to, soil, underground conditions, rock formations, environmental conditions, weather events,I regulations or restrictions, hard pan, boulders, cesspools, gas lines, waterlines, drain pipes, underground electrical conduits or other above ground or underground obstructions. All equipment rented or j used products sold are provided "AS IS, WHERE IS" in their present condition. Rain for Rent makes no warranties, expressed or implied of any kind whatsoever with respect to the equipment or products. ! Sold equipment is not to be rented. Customer agrees that customer is renting equipment or purchasing used products based on their judgment and evaluation, without reliance upon any statements of I representations by Rain for Rent, and that Rain for Rent is not responsible for any defects in their operation or for any repairs, parts or services, unless otherwise noted. All new products sold are provided I without warranty beyond the terms of such warranty offered by the manufacturer, if any. Customer must comply with all original manufacturer's terms and conditions for any warranty claims that may ! arise. Neither Rain for Rent nor the manufacturer warranties the product if it has failed due to corrosion, misuse or damage; (2) it has been altered, repaired or modified in any way that would adversely ' affect its operation; or (3) it was installed or operated other than in accordance with manufacturer's operating instructions. Products supplied by Rain for Rent are warranted to be free from any defect in i workmanship and material under conditions of normal use and service. Rain for Rent's obligation under this warranty is limited to replacing or repairing at the designated manufacturer's or Rain for Rent facility any part or parts returned to it with transportation charges prepaid, which Rain for Rent determines in its sole discretion to be defective. This Quotation excludes any additional costs to Rain for Rent associated with Owner Controlled Insurance (OCIP) or WRAP insurance programs that will be added to Rain for Rent's prices. De -watering, Roll -off, Vacuum boxes and similar equipment are not liquid tight. Rentee accepts full responsibility for all losses, damages and costs caused by or arising out of spills, leakage or discharge from this equipment. Rain for Rent will not be held liable for any structural or soils subsidence. This Quotation is valid for 30 days and is subject to credit approval. Rain for Rent will take every effort to protect our customers and employees. Due to the current pandemic, all quoted . equipment and services are subject to delay, change, or unilateral cancelation by Rain for Rent. Please be assured every effort will be made to execute the quote as written. The customer is responsible to j inform Rain for Rent of any jobsite hazards, precautions, or entry requirements relating to the Corona Virus prior to Rain for Rent personnel going onsite to perform work or deliver equipment. This includes informing Rain for Rent if anyone at the jobsite has tested positive and provide a list of actions taken to protect Rain for Rent personnel. Rental Protection Plan Program Agreement If you elect to maintain All Risk Property Insurance coverage, and the certificate of insurance You provide to Rain for Rent to evidence Your insurance coverage expires or is cancelled for any reason, You agree Rain for Rent may charge RPP for Your rentals until such time as You provide an acceptable and valid certificate of insurance to Rain for Rent. This Rental Protection Plan Program Agreement (this "RPP Agreement") is entered into between the undersigned Rentor and Rentee in relation to the Master Rental and Sales Ag ) ' g Agreement (MRSA) between Rentor and Rentee. If Rentee has checked or initialed, as applicable, the Rental Protection Plan Program (the "RPP Program") box on the quote, then Rentee has opted -in to the RPP Program and this RPPP Agreement shall supplement the MSRA j whether or not executed by Rentee. Rentee understands and agrees that the RPP Program is not insurance and that the RPP Program provides only limited coverage, as described below.l.Cost; Deductible; Maximum Coverage; Rentee shall pay a fee equal to 15 percent (15%) of the rental charge for each covered item, which fee shall be listed on each invoice during which period Rentee has opted to participate in the RPP Program. In the event of a Covered Occurrence, as defined below, Rentee shall further be responsible for the lesser of $500 or 10 percent (10%) of the total loss, as a deductible. The maximum coverage available under the RPP Program is $150,000 per Covered Occurrence, whether or not there is more than one piece of equipment involved in the occurrence.2.Coverage; The RPP Program provides coverage only for losses involving Covered Equipment, as defined below, in the following instances: fire that was not caused by Rentee's gross negligence { or willful misconduct; theft for which a police report was filed, and that occurred despite Rentee's reasonable precautions to protect and secure the covered equipment; and vandalism for which a police I report was filed (individually, "Covered Occurrence," and collectively, "Covered Occurrence"). The RPP Program provides coverage only for the following types of equipment: pumps, electric submersible pumps, tanks, generators, light towers, filtration, boxes, heaters, spillguards, safety products, sprinklers, hoses, pipe, valves and fittings ("Covered Equipment"). Coverage does not extend to any .� equipment not owned by Rentor such as re -rented equipment.3.Exclusions; The RPP program does not cover any equipment or event of loss that is not specifically described in Section 2.Without limiting , the foregoing, the RPP Program does not provide coverage for the following: misuse of equipment; willful abuse of equipment; failure to maintain equipment; failure to secure items from theft (including but not limited to failing to store items in a fenced, locked area or failing to maintain personnel on site); damage or theft while in transit to or from a jobsite; corrosion from any source; any damage caused by named storm events; any instance that occurs while the account is not in good standing, such as a default as defined in the MRSA or upon written notice of non-payment; and any occurrence not reported to Rentor within 24 hours after the occurrence. The RPP program does not provide coverage for: electronic equipment (controls, instrumentation, and wiring), flow meters, water meters, wheel .(. wash systems & accessories, Freezesentry items, or tires.4.Claims; All claims must be submitted within 24 hours of the Covered Occurrence. Rentor's mechanic will inspect the equipment following any I claim. The mechanic's findings as to the cause of the damage and cost of repair will be final. In the event of a theft or vandalism, Rentee must also provide supporting evidence that the site was secured at the time of loss. ! i I i { ii 1 I i' . i { Proposal Number 1027 -IND -2069055 Confidentiality Notice: This proposal and any associated documents) are privileged and confidential and are intended for the sole use of the 6 of 6 addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of (r / Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com. SWDD Item Indian River County, Florida Solid Waste Disposal District Board Memorandum Date: April 18, 2023 To: John A. Titkanich, Jr., County Administrator From: Sean C. Lieske, Director of Utility Services Prepared By: Himanshu H. Mehta, PE, Managing Director, Solid Waste Disposal District Subject: Final Pay to Geosyntec for Work Order No. 16 — One Year of Groundwater Monitoring/ Reporting and Related Consulting Services at the South Gifford Road Landfill Descriptions and Conditions: On July 5, 2022, the Solid Waste Disposal District (SWDD) Board approved Work Order No. 16 to Geosyntec Consultants, Inc. (Geosyntec) in the amount of $80,360.14. This is in accordance with requirements by the Florida Department of Environmental Protection (FDEP) for groundwater monitoring and reporting for an additional one-year period and annual pollution remediation liabilities evaluation for the South Gifford Road landfill site. Analysis: Geosyntec has satisfactorily completed all of the tasks described in the scope of work for a total invoiced amount of $80,353.88, including the final invoice of $4,230.21. Attached is Geosyntec's report describing in more details the services provided under this work order. Funding: Funding in the amount of $4,230.21 for this work is budgeted and available in the Optional Sales Tax/Landfill/Other Cont/Landfill Groundwater Testing account, number 31521734-033490-03004, which is the one cent sales tax fund used for infrastructure needs of the County. Costs associated with the landfills are authorized uses of the one cent sales tax, in addition to infrastructure. Description Account Number Amount Optional Sales Tax/Landfill/Other Cont/Landfill 31521734-033490-03004 $4,230.21 Groundwater Testing Recommendation: Solid Waste Disposal District staff recommends that its Board approve Geosyntec Consultants' final invoice amount of $4,230.21. Attachment: 1. Geosyntec Project No. FR0766T Completion Report & Final Invoice SWDD Agenda - Final Pay Geosyntec WO No. 16 2 N 1 of 1 Geosyntec consultants Mr. Himanshu Mehta, P.E. Managing Director Indian River County Solid Waste Disposal District 1325 74th Avenue Southwest Vero Beach, Florida 32968 6770 S. Washington Avenue,Suite 3 Titusville, Florida 32780 PH 850.483.5102 www.geosyntec.com 19 April 2023 Subject: Project Completion Report One Year of Groundwater Monitoring/Reporting and Related Consulting Services IRC Work Order No. 16 South Gifford Road Landfill Dear Mr. Mehta: Geosyntec Consultants (Geosyntec) is pleased to present to you this project completion report for Geosyntec Project No. FR0766T — One Year of Groundwater Monitoring/Reporting and Related Consulting Services for the South Gifford Road Landfill site. This project was completed under Work Order No. 16, authorized on 5 July 2022, pursuant to the Renewal and Amendment No. 1 for Continuing Consulting Engineering Services Agreement between IRC and Geosyntec, authorized on 18 May 2021. This report has been prepared as a supplement to our final Invoice No. 509402 dated 18 April 2023, which is attached. SCOPE OF WORK The scope of work authorized under Work Order No. 16 addressed the FDEP-required semi-annual groundwater monitoring and reporting for one year (two sampling and reporting events) and related consulting services. The project was executed under the following phases (tasks): (i) Project Management; (ii) Meetings/Regulatory Interaction; (iii) Annual Pollution Remediation Liabilities Evaluation; (iv) Semi -Annual Sampling Activities; and (v) Data Evaluation and Semi -Annual Reporting. Below is a summary of the work by phase that Geosyntec performed under this work authorization. Phase 1— Proiect Management Under this phase, Geosyntec performed project planning and management responsibilities, such as correspondence with IRC SWDD and FDEP, invoice review and completion, project coordination, and project administration. PR23017_Project Completion WO No 16_FR0766T.doc engineers I scientists I innovators 281 Mr. Himanshu Mehta 19 April 2023 Page 2 Phase 2 — Meetines/Reffulatory Interaction Under this phase, Geosyntec provided ongoing support to IRC SWDD related to interaction and negotiation with FDEP. Phase 3 — Annual Pollution Remediation Liabilities Evaluation Under this phase, Geosyntec prepared the annual environmental liability evaluation in response to Governmental Accounting Standards Board Statement No. 49 (GASB No. 49), Accounting and Financial Reporting for Pollution Remediation Obligations, which requires the inclusion and calculation of pollution remediation obligations. The report included the evaluation of two sites, South Gifford Road Closed Landfill (4701 41St Street) and Former Premier Citrus — Commander Groves Property (375 82nd Avenue) and was submitted to IRC on 31 October 2022. Phase 4 — Semi -Annual Sampling Activities Under this phase, Geosyntec conducted field preparation and groundwater sampling activities for two semi-annual groundwater monitoring events in June and December 2022. Throughout these sampling events, a total of 53 groundwater samples were collected under this work authorization. Geosyntec also provided oversite for a contractor to clear brush around select well clusters to improve accessibility for groundwater sample collection. Phase 5 — Data Evaluation and Semi -Annual Renortin Under this phase, Geosyntec prepared the semi-annual reports for the June and December 2022 groundwater sampling events. As part of the report preparation, Geosyntec completed database management, data evaluation, trend evaluation, table preparation, and GIS figure preparation. Each report was submitted to IRC SWDD for review and comment prior to submittal to FDEP. The 2022 Annual Groundwater Monitoring Report (GMR) was submitted to FDEP on 28 February 2023. Following submittal of the 2022 Annual GMR, further data analysis was performed to evaluate concentration trends and changes as related to potential future bioremediation needs. BUDGET The approved budget for Work Order No. 16 was $80,360.14. The total invoiced amount, including the final invoice, is $80,353.88. Therefore, Geosyntec completed this project below the approved budget. PR23017_Project Completion WO No 16_FR0766T.doc engineers I scientists I innovators 282 Mr. Himanshu Mehta 19 April 2023 Page 3 CLOSURE Geosyntec appreciates the opportunity to provide services to Indian River County. If you have any question regarding this correspondence, please feel free to contact the undersigned at 850 483-5102. PR23017 Project Completion WO No 16_FR0766T.doc engineers I scientists I innovators 283 Mr. Himanshu Mehta 19 April 2023 Page 4 Table 1 Summary of Invoices Submitted for Geosyntec's Project Number FR0766T South Gifford Road Landfill Geosyntec Project Number/IRC Work Authorization Number Invoice No. Invoice Date Amount FR0766T (IRC Work Order No. 16) 478522 07/15/2022 $4,883.60 481336 08/12/2022 $16,259.63 487122 10/07/2022 $3,304.50 491504 11/15/2022 $4,530.89 494747 12/19/2022 $6,551.23 499436 01/20/2023 $16,650.46 502039 02/16/2023 $14,737.99 505020 03/14/2023 $9,205.37 509402 04/18/2023 $4,230.21 TOTAL $80,353.88 PR23017_Project Completion WO No 16_FR0766T.doc engineers I scientists I innovators 284 Geosynteccl' consultants Mr. Himanshu Mehta, P.E. Managing Director Indian River County Solid Waste Disposal District 1325 74th Avenue Southwest Vero Beach, Florida 32968 6770 S. Washington Avenue,Suite 3 Titusville, Florida 32780 Subject: Project Management Report and Transmittal of Invoice South Gifford Road Landfill — Plume Groundwater Monitoring Dear Mr. Mehta: PH 850.483.5102 www.geosyntec.com 19 April 2023 Geosyntec Consultants (Geosyntec) prepared this project management report to address the Plume Groundwater Monitoring project being conducted by Geosyntec on behalf of Indian River County (IRC) Solid Waste Disposal District (SWDD) at the South Gifford Road Landfill site. This report presents: (i) a budget overview for this project; (ii) a summary of activities completed to date; (iii) a discussion of the work reflected on the enclosed invoice; and (iv) recommended actions for the site. The enclosed invoice reflects labor and expenses through 9 April 2023 for work being performed at the South Gifford Road Landfill. Table 1 provides invoicing details for the project. Work Order No. 16 was approved by IRC on 5 July 2022 and the budget for the project was developed using labor rates that were approved by IRC for use in 2021 (Renewal and Amendment No. 1 for Continuing Engineering Services dated 17 April 2018). PROJECT MANAGEMENT SUMMARY Geosyntec's Project No. FR0766T: One Year of Groundwater Monitoring/Reporting and Related Consulting Services (IRC Work Order No. 16) Budget Overview Invoice No. 509402 dated 18 April 2023 for $4,230.21, Project No. FR0766T is enclosed. Listed below is a summary of the budget, including invoiced amount, and remaining budget. Geosyntec is within the budget appropriated for this project. Approved Budget: $ 80,360.14 Invoiced Amount to -date: $ 80,353.88 Remaining Budget: $ 6.26 FR0766T/PR23016.doex engineers I scientists I innovators 285 Mr. Himanshu Mehta 19 April 2023 Page 2 Work Completed to Date The summer 2022 semi-annual groundwater monitoring event was completed the week of 27 June 2022. The semi-annual Groundwater Monitoring Report (GMR) was submitted to FDEP on 29 July 2022. The submittal was approved by FDEP on 12 August 2022. Brush was cleared around 12 well clusters on 25 October 2022 to improve accessibility to monitoring wells for field personnel during the upcoming sampling event. The Annual Pollution Remediation Liabilities Evaluation was submitted to IRC on 31 October 2022. The winter 2022 semi-annual groundwater monitoring event was completed the week of 12 December 2022. The 2022 Annual GMR summarized all 2022 monitoring results and was submitted to FDEP on 28 February 2023. Following submittal of the 2022 Annual GMR, further data analysis was performed to evaluate concentration trends and concentration change based on molar mass, which will be used in development of an electron donor injection plan. Work Reflected on Enclosed Invoice Labor indicated as professional services ($4,107.00) is attributed to project management and administration, submittal of the 2022 Annual GMR and subsequent correspondence with FDEP, and evaluation of concentration trends and changes as related to potential future bioremediation needs. The remainder of the invoice is associated with a communications fee per the contract. Recommended Actions None. CLOSURE Geosyntec appreciates the opportunity to provide services to Indian River County. If you have any questions regarding this correspondence, please feel free to contact me at (850) 483-5102. Sincerely, Crystal Wilson, P.G. (FL, AL) Project Geologist Enclosure FR0766T/PR23016.docx engineers I scientists I innovators 286 Table 1 Summary of Invoices Submitted for Geosyntec's Project Number FR0766T South Gifford Road Landfill Geosyntec Project Number/IRC Work Authorization Number Invoice No. Invoice Date Amount FR0766T (IRC Work Order No. 16) 478522 07/15/2022 $4,883.60 481336 08/12/2022 $16,259.63 487122 10/07/2022 $3,304.50 491504 11/15/2022 $4,530.89 494747 12/19/2022 $6,551.23 499436 01/20/2023 $16,650.46 502039 02/16/2023 $14,737.99 505020 03/14/2023 $9,205.37 509402 04/18/2023 $4,230.21 TOTAL $80,353.88 Geosyntec p 'consultants i .. Geosyntec Consultants, Inc.i 900 Broken Sound Parkway NW, Suite 200' Boca Raton, Florida 33487-3575 uSAI Tel (561) 995-0900 Fax (561) 995-0925; INDIAN RIVER COUNTY SWDD 1325 74TH AVENUE SW Invoice #: 509402 Invoice Date: 4/18/2023 VERO BEACH, FL 32968 Project: FR0766T Attention: HIMANSHU MEHTA, P.E. Project Name: 2022 GIFFORD GWM For Professional Services Rendered through transaction date: 4/9/2023 IF YOU HAVE QUESTIONS ABOUT THIS INVOICE, PLEASE CONTACT CRYSTAL WILSON. WORK ORDER #16 DATED 14 JUNE 2022 Professional Services 3.0% Communication Fee Current Invoice **Amount Due This Invoice ** $4,107.00 $123.21 ------------------------ $4,230.21 $4,230.21 Statement Prior Billings $76,123.67 Project Budget $80,360.14 Current Invoice $4,230.21 Expended to Date $80,353.88 Billed To Date $80,353.88 Contract Balance $6.26 Paid To Date $76,123.67 **Amount Due This Invoice ** $4,230.21 When making payment via bank, please include our invoice number in ACH information; Please email invoice payment remittance/details to CorporateAR@Geosyntec.com. Bank Details: Citibank N.A. Coconut Creek Branch 0529 Account M 2195223812 4807 Coconut Creek Pkwy ABA/Routing: 067004764 (ACH) Coconut Creek, FL 33063 Swift: CITI US 33 When making payment via check, please remit payment to:: Mail Code 11160 P.O. Box 70280 Philadelphia, PA 19176-0280 288 Project: FR0766T -- 2022 GIFFORD GWM Invoice #:509402 Phase: 01) PROJECT MANAGEMENT Class/ Employee Name Hours Rate Amount PROJECT ADMINISTRATOR PHILLIPS, NICOLE 1.00 71.00 71.00 STAFF PROFESSIONAL ANDERSON, BETHANY 3.75 132.00 495.00 WALLACE, RENEE 3.25 132.00 429.00 PROJECT PROFESSIONAL WILSON, CRYSTAL 11.00 203.00 2,233.00 Total Phase : 01) PROJECT MANAGEMENT Phase Labor 3,228.00 3.0% Communication Fee 96.84 Phase: 02) MEETINGSREGULATORY INTERACTION Class/ Employee Name Hours Rate Amount PROJECT PROFESSIONAL WILSON, CRYSTAL 3.50 203.00 710.50 Total Phase : 02) MEETINGSREGULATORY INTERACTION Phase Labor 710.50 3.0% Communication Fee 21.31 Phase: 05) REPORTING Class/ Employee Name SENIOR STAFF PROFESSIONAL Hours Rate Amount JOSLYN, RYAN 0.25 154.00 38.50 SENIOR PRINCIPAL APPLEGATE, JOE 0.50 260.00 130.00 Total Phase : 05) REPORTING Phase Labor 168.50 3.0% Communication Fee 5.06 Total Proiect Labor 4,107.00 3.0% Communication Fee 123.21 Total Project: FR0766T -- 2022 GIFFORD GWM INCPMGEOPH 4,230.21 Pag489 2 h5b 3 SWDD Item Indian River County, Florida Solid Waste Disposal District Board Memorandum Date: April 19, 2023 To: John A. Titkanich, Jr., County Administrator From: Sean Lieske, PE, Director of Utility Services Prepared By: Himanshu H. Mehta, PE, Managing Director, Solid Waste Disposal District Subject: Final Pay to Geosyntec for Work Order No. 13 — 2021 Title V Air Operation Permit Renewal Application Descriptions and Conditions: On July 13, 2021, the Solid Waste Disposal District (SWDD) Board approved CCNA-2018-Work Order No. 13 to Geosyntec Consultants, Inc. (Geosyntec) In the amount of $71,198.00. Geosyntec's authorized scope of work included General Consulting/meeting support/project management, design capacity and Nonmethane Organic Compound (NMOC) emissions rate report; Title V air operation permit renewal application and response to regulatory comments. Analysis: Geosyntec has satisfactorily completed all of the tasks described in the scope of work for a total invoiced amount of $71,195.76. which includes the final invoice of $137.26. The total project did not exceed budget. Attached is Geosyntec's letter report describing in more detail the services provided under this work order. Funding: Funding for the Title V permit renewal is budgeted and available in the SWDD/Landfill/Engineering Services, account number 41121734-033130, for a total amount of $137.26, which is funded from SWDD assessments and user fees. Description Account Number Amount SWDD/Landfill/Engineering Services 41121734-033130 $137.26 Recommendation: Solid Waste Disposal District staff recommends that its Board approve Geosyntec's final invoice amount of $137.26. Attachment: 1. Geosyntec Project Completion Report & Final Invoice. SWDD Agenda - Final Pay to Geosyntec WO CCNA -2018 -WO No. 133 2"e 1 of 1 Geosptecll consultants Mr. Himanshu H. Mehta, P.E. Managing Director Solid Waste Disposal District Indian River County 1325 74th Avenue SW Vero Beach, Florida 32968 1200 Riverplace Blvd., Suite 710 Jacksonville, Florida 32207 PH 904.858.1818 FAx 904.396.1143 www.geosyntee.com 24 February 2023 Subject: Project Management Completion Report and Transmittal of Invoice No. 502431 IRC — 2021 Title V Air Operation Permit Renewal Application IRC Work Authorization No. CCNA-2018-Work Order No. 13 Indian River County Landfill Facility, Vero Beach, Florida Dear Mr. Mehta: INTRODUCTION Geosyntec Consultants, Inc. (Geosyntec) is pleased to present to you this project completion report for Geosyntec Project No. FL8176 - 2021 Title V Air Operation Permit Renewal Application for the Indian River County Landfill Facility. This project was completed under Work Order No. CCNA-2018-Work Order No. 13 authorized on July 13, 2021, pursuant to that certain Continuing Contract Agreement for Professional Services, dated April 17, 2018, renewed and amended as of this 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 Geosyntec ("Consultant"). This report has been prepared as a supplement to our final invoice No. 502431, dated 17 February 2023. SCOPE OF WORK The scope of work authorized under Work Order No. CCNA-2018-Work Order No. 13 was divided into four phases: (i) general consulting/meeting support/project management; (ii) Design Capacity and NMOC Emissions Rate Reports; (iii) Title V Air Operation Permit Renewal Application; and (iv) response to regulatory comments. The following is a phase -by -phase summary of the work that Geosyntec performed under this Work Order. FL8176-O1/FL8176 JL23008A Project Completion Letter.doc engineers I scientists I innovators 291 Mr. Himanshu H. Mehta, P.E. 24 February 2023 Page 2 Phase 1— General Consulting/Meeting Support/Project Management Under this phase, Geosyntec performed project planning and management responsibilities, such as meetings and correspondences with SWDD, Republic, and FDEP Division of Air Resources Management (FDEP-DARM); invoice review and preparation; project coordination; and project administration. Phase 2 — Design Capacity and NMOC Emissions Rate Reports Under this phase, Geosyntec first prepared a Design Capacity Report for submittal to USEPA and FDEP-DARM. Geosyntec then developed a test plan, directed the field sampling and laboratory analysis, and performed data evaluation and reporting to estimate the concentration of non -methane organic compounds (NMOC) in landfill gas generated by the IRC Class I landfill. Landfill gas sampling was performed on October 20 and 21, 2016 by the TRC Environmental Corporation (TRC), Alachua, Florida, under subcontract to Geosyntec. The sampling event was monitored by representatives of SWDD and Geosyntec to verify compliance with FDEP rules. The samples were subsequently analyzed by TRC laboratory and the analyses results were used by Geosyntec to calculate the annual uncontrolled emission of NMOC to prepare the NMOC emission rate report for submittal to USEPA and FDEP-DARM. Phase 3 — Title V Air Operation Permit Renewal Application Under this phase, Geosyntec completed an application for a 5 -year renewal of Title V Air Operation permit for the Indian River County (IRC) landfill in accordance with Section 62- 210.900 of Florida Administrative Code (F.A.C). The application provided an estimate for the uncontrolled emission of non -methane organic compound (NMOC) for the calendar year 2026 of 12.38 Mg/year, based on the results from the NMOC emissions rate report (see Phase 2 above). Landfill facilities having an annual emission of NMOC below 34 Mg/year, by USEPA rules and regulations, are not required to install a landfill gas collection and control system (GCCS). Since IRC landfill is equipped with a voluntary GCCS, it is exempt from complying with the applicable costly requirements of the New Source Performance Standards (HSPS) that are the obligations of mandatory systems. Phase 3 — Response to Regulatory Comments Under this phase, Geosyntec monitored the progress of the permit application review and responded to requests for additional information (RAIs) by FDEP-DARM. The application was FL8176-O1/FL8176 JL23008A Project Completion Letter.doc engineers I scim6sts I innovators 292 Mr. Himanshu H. Mehta, P.E. 24 February 2023 Page 2 received by FDEP-DARM, Tallahassee on October 19, 2021. Geosyntec worked with SWDD in responding to RAIs from FDEP-DARM. On October 25, 2022, the FDEP-DARM issued to SWDD draft permit for review and an advertisement for publishing in a local newspaper. The advertisement informed the public that FDEP-DARM intends to issue the permits to the SWDD landfill and solicit comments from the public. Copies of the application and the proposed permits were also submitted to the Environmental Protection Agency (EPA), Atlanta District for review and comments. The FDEP- DARM issued the final Title V Air Operation Permit Renewal (No. 0610015 -008 -AV) on January 26, 2023. BUDGET The approved budget for Work Order No. CCNA-2018-Work Order No. 13 was $71,198.00. The total invoiced amount, including the final invoice is $71,198.00. Therefore, Geosyntec completed this project within the approved budget. CLOSURE Geosyntec appreciates the opportunity to provide services to Indian River County. If you have any question regarding this correspondence, please feel free to contact the undersigned at (904) 858-1818. Sincerely Kwasi Badu-Tweneboah, Ph.D., P.E. Senior Principal Engineer Enclosure: Invoice No. 502431 FL8176-O1/FL8176 JL23008A Project Completion Letter.doc engineers I scientists I innovators 293 Geosyntec a COriSL11.ta tS Mr. Himanshu H. Mehta, P.E. Managing Director Solid Waste Disposal District Indian River County 1325 74th Avenue Southwest Vero Beach, Florida 32968 1200 Riverplace Blvd., Suite 710 Jacksonville, Florida 32207 Fa 904 858.1818 FAx 904.396.1143 www.geosyntee.com 24 February 2023 Subject: Project Management Report and Transmittal of Invoice No. 502431 Title V Air Operations Permit Renewal Support Services Indian River County Landfill Facility Dear Mr. Mehta: Geosyntec Consultants, Inc. (Geosyntec) prepared this project management report to address the professional services for the Class I Landfill Title V Air Operations Permit Renewal Support Services project at the Indian River County (IRC) landfill facility. This report presents: (i) a budget overview for this project; (ii) a summary of activities completed to date; (iii) a discussion of the work reflected on the enclosed invoice; (iv) a discussion of ongoing work; and (v) recommended actions for the site. The enclosed invoice reflects work that was performed through 29 January 2023. Table 1 provides invoicing detail for the project. PROJECT MANAGEMENT SUMMARY Geosvntec's Proiect No. FL8176: Title V Air Operations Permit Renewal — Indian River County Landfill Facility (IRC Work Order No. 13) Budget Overview Invoice No. 502431 (enclosed) dated 17 February 2023 for $137.26 is the 15th and final invoice for Project No. FL8176. Listed below is a summary of the budget, including invoiced amount and remaining budget. Approved Budget: $71,195.76 Invoiced Amount: $71,195.76 Remaining Budget $0.00 Geosyntec is within the budget appropriated for this project. FL8176-01 \FL8176JL23008 engineers I scientists I innovators 294 Mr. Himanshu H. Mehta, P.E. 24 February 2023 Page 2 WORK COMPLETED TO DATE The tasks performed under this invoice include review of final permit issued by FDEP, and project management. WORK REFLECTED ON ENCLOSED INVOICE Labor reflected on the enclosed invoice is mainly attributed to the following: • Labor indicated as professional services ($137.26) is associated with the items listed above. • Other expenses are associated with communications fee are built into the lump sum amount above. The FDEP issued the Final Permit for the project on 26 January 2023. Therefore, this project is complete. RECOMMENDED ACTIONS None CLOSURE Geosyntec appreciates the opportunity to provide services to Indian River County. If you have any questions regarding this correspondence, please feel free to contact me at 904.450-4259 Sincerely, Kwasi Badu-Tweneboah, Ph.D., P.E. Senior Principal Engineer Enclosure — Invoice No. 502431 FL8176-OIFL8176 JL23008 engineers I scientists I innovators 295 Table 1 Summary of Invoices Submitted for Geosyntec's Project Number FL8176 IRCL — Title V Air Operations Permit Renewal Support Services Geosyntec Project Number/IRC Work Authorization Number Invoice No. Invoice Date Amount FL8176/ WORK ORDER No. 13 444263 08/17/2021 $2,268.00 446779 09/14/2021 $5,135.25 449366 09/30/2021 $18,342.24 453336 11/17/2021 $18,213.50 455573 12/10/2021 $596.59 460229 1/21/2022 $1,801.71 460826 2/4/2022 $403.00 465311 3/17/2022 $18,209.69 467635 4/12/2022 $4,134.12 471882 5/13/2022 $425.50 475622 6/16/2022 $417.72 479021 7/18/2022 $165.50 484945 9/16/2022 $541.48 499013 1/18/2023 $404.20 502431 2/17/2023 $137.26 TOTAL $71,195.76 FL8176-01\FL8176 JL23008 PLEASE REMIT PAYMENT TO: Geosyntec Consultants 900 Broken Sound Parkway NW, Suite 200 Boca Raton, Florida 33487-2775 USA Tel (561) 995-0900 Fax (561) 995-0925 INDIAN RIVER COUNTY SWDD 1325 74TH AVENUE SW VERO BEACH, FL 32968 Invoice #: 502431 Project : FL8176 Invoice Date: 2/17/2023 Attention: HIMANSHU MEHTA, P.E. For Professional Services Rendered through transaction date: 1/29/2023 Project Name : IRC TITLE V AIR OPERATIONS PERMIT R IF YOU HAVE QUESTIONS ABOUT THIS INVOICE, PLEASE CONTACT DR. KWASI BADU-TWENEBOAH AT 904-450-4259 IRC WORK ORDER NO. 13 Total Invoiced To Date 14,053.68 Total Invoiced To Date 18,563.10 Total Invoiced To Date 31,716.10 Amount Due Total Invoiced This Invoice To Date 137.26 6,862.88 297 Previously Phase Fee Complete Billed 01) PM & MEETINGS 14,053.68 100.00 14,053.68 Previously Phase Fee Complete Billed 02) DESIGN CAPACITY & NMOC RATE REP 18,563.10 100.00 18,563.10 Previously Phase Fee Complete Billed 03) TITLE V AIR PERMIT RENEWAL APPL 31,716.10 100.00 31,716.10 Previously Phase Fee Complete Billed 04) RESPONSE TO REGULATORY COMMENTS 6,862.88 100.00 6,725.62 Total Invoiced To Date 14,053.68 Total Invoiced To Date 18,563.10 Total Invoiced To Date 31,716.10 Amount Due Total Invoiced This Invoice To Date 137.26 6,862.88 297