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HomeMy WebLinkAboutAgenda Packet 06.16.2020N1�L11�llLS c��o� BOARD OF COUNTY COMMISSIONERS AGENDA ST. LUCIE COUNTY Regular Meeting Tuesday, June 16, 2020 9:00 AM St. Lucie County Commission Chambers 2300 Virginia Avenue 3rd Floor of Roger Poitras Building Fort Pierce, FL 34982 BOARD MEMBERS District No. 5, Chair CATHY TOWNSEND District No. 1, Vice -Chair CHRIS DZADOVSKY District No. 2 SEAN MITCHELL District No. 3, Chair LINDA BARTZ District No. 4 FRANNIE HUTCHINSON Mission Statement To provide service, infrastructure and leadership necessary to advance a safe and sustainable community, maintain a high quality of life, and protect the natural environment for all our citizens Page 1 of 417 Regular Meeting Tuesday, June 16, 2020 9:00 AM WELCOME All meetings are televised. All meetings provided with wireless internet access for public convenience. Please turn off all cell phones and pagers prior to entering the commission chambers. Please mute the volume on all laptops and PDAs while in use in the commission chambers. GENERAL RULES AND PROCEDURES — Attached is the agenda, which will determine the order of business conducted at today's Board meeting. INVOCATION -PLEDGE — To bring order and decorum to its meeting, the Board begins its meetings with an invocation followed by the Pledge of Allegiance. Participation is voluntary. CONSENT AGENDA — These items are considered routine and are enacted by one motion. There will be no separate discussion of these items unless a Commissioner so requests. REGULAR AGENDA — Proclamations, Presentations, Public Hearings, and Department requests are items, which the Commission will discuss individually, usually in the order listed on the agenda. PUBLIC HEARINGS — These items are usually heard on the first Tuesdays at 6 p.m. or as soon thereafter as possible. However, if a public hearing is scheduled for a meeting on the third Tuesday, which begins at 9 a.m., then public hearings will be heard at 9 a.m. or as soon thereafter as possible. These time designations are intended to indicate that an item will not be addressed rp for to the listed time. The Chair will open each public hearing and asks anyone wishing to speak to come forward, one at a time. Comments will be limited to five minutes, and must be pertinent to the agenda item being considered by the Board. As a general rule, when issues are scheduled before the Commission under department request or public hearing, the order of presentation is: (1) County staff presents the details of the Board item (2) Commissioners comment (3) if a public hearing, the Chair will ask for public comment, (4) further discussion and action by the Board. ADDRESSING THE COMMISSION — Please state your name and address, speaking clearly into the microphone. If you have backup material, please have eight copies ready for distribution. NON -AGENDA ITEMS — These items are presented by an individual Commissioner or staff as necessary at the conclusion of the printed agenda. PUBLIC COMMENT — Time is allotted at the beginning of each meeting for general public comment. Please limit comments to three minutes. Comments may pertain to any matter related to the Board's duties as the County's governing body. Comments in support or opposition to candidates for public office are not pertinent to the Board's duties. This includes any speaker identifying himself or herself as a candidate for public office. DECORUM — Please be respectful of others' opinions. MEETINGS — All Board meetings are open to the public and are held on the first Tuesdays of each month at 6 p.m. and on the third Tuesdays at 9 a.m., unless otherwise advertised. Meetings are held in the County Commission Chambers in the Roger Poitras Administration Annex at 2300 Virginia Ave., Fort Pierce, Fla. 34982. The Board schedules additional workshops throughout the year necessary to accomplish their goals and commitments. Notice is provided of these workshops. Anyone with a disability requiring accommodation to attend this meeting should contact the St. Lucie County Community Services Manager at 772-462-1777 or TDD 772-462-1428 at least 48 hours prior to the meeting. 21Page Page 2 of 417 Regular Meeting Tuesday, June 16, 2020 9:00 AM 1. CALL TO ORDER 2. INVOCATION 3. PLEDGE OF ALLEGIANCE 4. PUBLIC COMMENT (excluding Public Hearing Items) 5. APPROVAL OF MINUTES A. Board of County Commissioners minutes for the Regular meeting of May 19, 2020 6. PROCLAMATIONS APPROVAL There are no items scheduled. 7. PRESENTATIONS There are no items scheduled. 8. CONSENT AGENDA A. WARRANTS 1. Warrant List 33 B. COUNTY ATTORNEY 1. After the Fact Revocable License Agreement - Evans Properties, Inc. - Parcel ID 3205-323- 0026-000-8 - Fence Staff recommends the Board approve the revocable license agreement, authorize the Chair to sign the agreement and direct staff to record the agreement in the official records of St. Lucie County, Florida. 31Page Page 3 of 417 Regular Meeting Tuesday, June 16, 2020 9:00 AM 2. Revocable License Agreement - Florida City Gas - River Park - Port St. Lucie Safe 3 Phase 1 Staff recommends the Board approve the revocable license agreement with Florida City Gas, authorize the Chair to sign the agreement and direct staff to record the agreement in the official records of St. Lucie County, Florida. 3. Transit Intermodal Facility - Facilities Use Agreement with MV Contract Transportation, Inc. Staff recommends the Board approve the proposed facilities use agreement with MV Contract Transportation, Inc., and authorize the Chair to sign the agreement. 4. Resolution No. 20-116 - Approving the issuance by the Housing Finance Authority of St. Lucie County of its Multifamily Housing Revenue Bonds Staff recommends the Board adopt the resolution and authorize the Chair to sign the resolution. 5. Revocable License Agreement - 10009 South Indian River Drive - Parcel ID 3529-231-0006- 000-5 - Proulx Staff recommends the Board approve the revocable license agreement, authorize the Chair to sign the agreement and direct Mr. and Mrs. Proulx pay to record the agreement in the official records of St. Lucie County, Florida. C. ENVIRONMENTAL RESOURCES Budget Resolution — NAAEE/ NOAA-21st Century Community Learning Centers Watershed STEM Education Partnership Grant Staff recommends the Board approve acceptance of the NAAEE/ NOAA-21st Century Community Learning Centers Watershed STEM Education Partnership Grant funding; approve attached budget resolution; and authorize the Chair to sign documents as approved by the County Attorney. 2. Bid Award 20-044 - Becker Ten Mile Creek Oxbow Restoration Staff recommends Board approval to award Bid No. 20-044 to Texas Aquatic Harvesting, Inc. and authorization for the Chair to sign documents as approved by the County Attorney. 41Page Page 4 of 417 Regular Meeting Tuesday, June 16, 2020 9:00 AM D. FACILITIES 1. Trane - St. Lucie County Administration Chiller Service Agreement Staff recommends Board approval to enter into a five (5) year contract with Trane U.S. Inc. for the maintenance of the Chilled Water Chillers at the St. Lucie County Administration Chiller Plant, and authorization for the Chair to sign documents as approved by the County Attorney. E. INFORMATION TECHNOLOGY 1. Laserfiche Development Clone Server Implementation Project Staff recommends Board approval of the Information Consultants contract and authorization for the Chair to sign documents as approved by the County Attorney. F. PUBLIC SAFETY 1. Resolution - Emergency Management Preparedness Federally -Funded Grant (EMPG) - PULLED PRIOR TO MEETING 2. Resolution - Emergency Management Preparedness and Assistance (EMPA) Trust Fund Program Base Grant - PULLED PRIOR TO MEETING 3. Resolution - Federally -Funded Emergency Management Preparedness - COVID-19 Supplemental Grant (EMPG-S)- PULLED PRIOR TO MEETING G. PUBLIC WORKS 1. Resolution - FDOT ROW MOA - Midway Road Widening (Glades Cut -Off Road to Selvitz Road) Staff recommends Board approval of the attached Resolution No. 20- and Right of Way (ROA) Acquisition Memorandum of Agreement (MOA) with Florida Department of Transportation (FDOT) for Midway Road Widening and authorization for the Chair to sign documents as approved by the County Attorney. 9. PUBLIC HEARINGS There are no items scheduled. S1Page Page 5 of 417 Regular Meeting Tuesday, June 16, 2020 9:00 AM 10. REGULAR AGENDA A. COUNTY ATTORNEY 1. Amended and Restated Agreement - Harbortown Marina Dredging Staff recommends that the Board approve the amended and restated agreement and authorize the Chair to sign the agreement. 2. Port of Fort Pierce - Past Due Invoices to McCully Marine Services, Inc. for Vessel Dockage and Wharfage Staff requests direction from the Board regarding whether to (1) accept the proposed settlement offer from McCulley Marine Services, (2) continue settlement negotiations, or (3) file suit for the unpaid fees. B. ENVIRONMENTAL RESOURCES 1. John Evanisko Wetland Waiver Staff recommends the Board approve the applicant's request for a Category I wetland waiver in accordance with Comprehensive Plan Policy 6.1.14.3 and authorize the Chair to sign documents as approved by the County Attorney. C. PARKS & RECREATION 1. Lakewood Regional Park Proposed Public Potable Water Connection (Plan and Design) 3rd Amendment to Work Authorization No. 03 Under Contract C14-09-397 Staff recommends Board approval of the third amendment to Work Authorization #3 for additional funds to complete revisions for the Lakewood Park Regional Park Proposed Potable Water Connection, under agreement No. C14-09-397 and authorization for the Chair to sign the second amendment as drafted by the County Attorney's office. D. PLANNING & DEVELOPMENT SERVICES 61Page Page 6 of 417 Regular Meeting Tuesday, June 16, 2020 9:00 AM 1. Orchid Island Juice Company Expansion - Major Adjustment to Major Site Plan Staff recommends Board approval of the requested major adjustment to the existing site plan subject to the conditions of approval and authorize the Chair to sign documents as approved by the County Attorney. E. SHERIFF'S OFFICE 1. Request for a Budget Amendment for Ransomware Attack and Response to COVID-19 Pandemic of $1,042,117.00 Staff recommends that the Board approve the request for reimbursement and budget amendment for FY 2019-2020 in the amount of $1,042,117.00. 11. ANNOUNCEMENTS A. The Board of County Commissioners will hold a Regular meeting on Tuesday, July 7, 2020 at 6pm in the Commission Chambers of the Roger Poitras Administration Annex located at 2300 Virginia Avenue, Fort Pierce, FL. B. The Board of County Commissioners will hold an Informal meeting on Tuesday, July 14, 2020 at 9am in the Commission Chambers of the Roger Poitras Administration Annex located at 2300 Virginia Avenue, Fort Pierce, FL. C. The Board of County Commissioners will hold a Regular meeting on Tuesday, July 28, 2020 at 9am in the Commission Chambers of the Roger Poitras Administration Annex located at 2300 Virginia Avenue, Fort Pierce, FL. 12. MOTION TO ADJOURN 71Page Page 7 of 417 LUCE o �- C C= Q U L L2 r BOARD OF COUNTY COMMISSIONERS ST. LUCIE COUNTY, FLORIDA Regular Meeting May 19, 2020 Convened: 6:01 PM Adjourned: 9:19 PM 1. CALL TO ORDER The meeting was called to order at 06:01 PM by District No. 5, Chair Cathy Townsend Present Commissioner District 1 Chris Dzadovsky, Commissioner District 2 Sean Mitchell, Commissioner District 3 Linda Bartz, Commissioner District 5 Cathy Townsend, Commissioner District 4 Frannie Hutchinson Present Howard Tipton, County Administrator Dan McIntyre, County Attorney Heather Young, Assistant County Attorney Gino Butto, Chief Information Officer JoAnn Riley, Properties Acquisition Manager Angela Riggins, Deputy Clerk 2. INVOCATION The County Administrator led the invocation. 3. PLEDGE OF ALLEGIANCE 4. PUBLIC COMMENT (excluding Public Hearing Items) Chair Townsend opened the meeting for public comment at this time. The following citizens addressed the Board and all expressed safety concerns on Indian River Drive: • Mark DeRosa He also submitted a public comment by email, which had been distributed to the Board for their review. • Jenn Allen • Jacqueline Fitzpatrick Page 8 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM • James Donnelly submitted a public comment by email, which had been distributed to the Board for their review. • Lillian Gray submitted public comment by 2 emails, which had been distributed to the Board for their review. • Jessica Donnelly submitted a public comment by email, which had been distributed to the Board for their review. • Robert Harsch submitted a public comment by email, which had been distributed to the Board for their review. • Diana Gregory submitted a public comment by email, which had been distributed to the Board for their review. • Marcia & Doug Markwardt submitted a public comment by email, which had been distributed to the Board for their review. • Nancy Rowland submitted a public comment by email, which had been distributed to the Board for their review. • Dan Fitzpatrick submitted a public comment by email, which had been distributed to the Board for their review. • Monica Yeschek submitted a public comment by email, which had been distributed to the Board for their review. • John Dietz submitted a public comment by email, which had been distributed to the Board for their review. • Tina Acord submitted a public comment by email, which had been distributed to the Board for their review. • Gayle Koch submitted a public comment by email, which had been distributed to the Board for their review. • Tiffany Gale submitted a public comment by email, which had been distributed to the Board for their review. • Carol Wood submitted a public comment by voicemail. • Marcia Markwardt submitted a public comment by voicemail. • Bob Norton submitted a public comment by voicemail regarding a proposed ordinance pertaining to lighting issues regarding nearby neighbors. There being no one further wishing to address the Board, Chair Townsend closed public comment. 2 1 PagE Page 9 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM S. APPROVAL OF MINUTES A motion was made to approve all sets of minutes and upon roll call it passed unanimously. RESULT: APPROVE MOVER: Commissioner District 3 Linda Bartz SECONDER: Commissioner District 4 Frannie Hutchinson Chris Dzadovsky, Sean Mitchell, Linda Bartz, Cathy Townsend, Frannie AYES: Hutchinson NAYS: None EXCUSED: None A. Board of County Commissioners minutes for the meeting of March 3, 2020 B. Board of County Commissioners minutes for the meeting of March 17, 2020 C. Board of County Commissioners minutes for the meeting of April 7, 2020 6. PROCLAMATIONS APPROVAL A. Resolution No. 20-071- proclaiming May 2020 as "Mental Health Awareness Month" in St. Lucie County, Florida The deputy clerk read the proclamation into the record. A motion was made to adopt the resolution and upon roll call it passed unanimously. I RESULT: ADOPT MOVER: Commissioner District 1 Chris Dzadovsky SECONDER: Commissioner District 3 Linda Bartz Chris Dzadovsky, Sean Mitchell, Linda Bartz, Cathy Townsend, Frannie AYES: Hutchinson NAYS: None EXCUSED: None 31Page Page 10 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM B. Resolution No. 20-074 -Proclaiming May 2020 as "Building Safety Month" in St. Lucie County, Florida The deputy clerk read the proclamation into the record. A motion was made to adopt the resolution and upon roll call it passed unanimously. RESULT: ADOPT MOVER: Commissioner District 4 Frannie Hutchinson SECONDER: Commissioner District 2 Sean Mitchell Chris Dzadovsky, Sean Mitchell, Linda Bartz, Cathy Townsend, Frannie AYES: Hutchinson NAYS: None EXCUSED: None C. Resolution No. 20-106 - proclaiming May 16-22, 2020 as "National Safe Boating Week" and the start of the year-round effort to promote Safe Boating in St. Lucie County Florida The deputy clerk read the proclamation into the record. A motion was made to adopt the resolution and upon roll call it passed unanimously. RESULT: ADOPT MOVER: Commissioner District 1 Chris Dzadovsky SECONDER: Commissioner District 2 Sean Mitchell Chris Dzadovsky, Sean Mitchell, Linda Bartz, Cathy Townsend, Frannie AYES: Hutchinson NAYS: None EXCUSED: None 7. PRESENTATIONS There were no items scheduled 41Page Page 11 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM 8. CONSENT AGENDA A motion was made to adopt the consent agenda and upon roll call it passed unanimously. RESULT: ADOPT MOVER: Commissioner District 4 Frannie Hutchinson SECONDER: Commissioner District 1 Chris Dzadovsky Chris Dzadovsky, Sean Mitchell, Linda Bartz, Cathy Townsend, Frannie AYES: Hutchinson NAYS: None EXCUSED: None A. WARRANTS 1. Warrant Lists 25-27 Adopted by Consent Vote 2. Warrant Lists 28-30 Adopted by Consent Vote 3. Warrant Lists 31 Adopted by Consent Vote B. ADMINISTRATION 1. 2020 St. Lucie County Federal Agenda Adopted by Consent Vote 2. Local Partnership and Assistance with the Community Development Block Grant Mitigation Grant Program Adopted by Consent Vote S1Page Page 12 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM C. AIR & SEA PORT 1. Contract Amendment (C18-04-517) - Between St. Lucie County and AECOM Technical Services, Inc. Adopted by Consent Vote 2. Work Authorization Amendment No.2 (C15-04-187, WA No.5) - Airport's Stormwater Facility Improvement Project Adopted by Consent Vote 3. Grant and Grant Resolution Acceptance - Port of Fort Pierce Berth Improvements Initiative Adopted by Consent Vote 4. Budget Resolution Acceptance - Port of Fort Pierce Berth Improvements Initiative Adopted by Consent Vote 5. Grant and Grant Resolution Acceptance - Port of Fort Pierce Rehabilitation of South Dock Initiative Adopted by Consent Vote 6. Budget Resolution Acceptance - Port of Fort Pierce Rehabilitation of South Dock Initiative Adopted by Consent Vote D. COUNTY ATTORNEY 1. Canvassing Board - Request to Appoint of Substitute Member for Supervisor of Elections for 2020 Primary and General Elections Adopted by Consent Vote 2. Resolution - Right -of -Way donation on Dunn Road - Segundo Maldonado - Parcel ID 3403- 502-0197-000-4 Adopted by Consent Vote 3. Revocable License Agreement - 764 Altura Street - River Park - Unit 3 - Stephanie McIntyre 61Page Page 13 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM and Zachery Taylor - Parcel ID 3419-515-0109-000-0 - Fence Adopted by Consent Vote 4. Resolution - Right -of -Way donation on Seminole Road - Carl Schmidt and Linda Weir - Parcel ID 1326-123-0000-010-5 FKA Parcel ID 1326-123-0000-000-2 Adopted by Consent Vote 5. After the Fact Revocable License Agreement - Geosyntec Consultants - Monitoring Wells in County rights -of -way - North Cortez Boulevard, Cortez Boulevard, Pineview Drive, Brantley Road, Wildwood Lane and South 26th Street Adopted by Consent Vote 6. Resolution No. 2020-077 - 50' Right -of -Way Donation on Walton Road - School Board of St. Lucie County - Parcel ID 3414-501-3205-250-3 Adopted by Consent Vote 7. Permission to Advertise - Ordinance Granting City Electric Supply Company, Inc. Economic Development Ad Valorem Exemption for Expansion of an Existing Business Adopted by Consent Vote E. COMMUNITY SERVICES 1. Resolution - Modification #3 of the Community Services Block Grant (CSBG) Agreement Adopted by Consent Vote 2. State Housing Initiative Partnership (SHIP) Program - Budget Resolution Adopted by Consent Vote 3. Resolution - Continuum of Care Grant Agreement FL03101-4H091911 Vets Adopted by Consent Vote 4. Resolution - Continuum of Care Grant Agreement FL0397L4HO91909 Chronic Adopted by Consent Vote 71Page Page 14 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM 5. Resolution - Continuum of Care Grant Agreement FL04191-41-1091904 New Adopted by Consent Vote 011IIIIIIIIIIIIII ZITO I I k 11*1 1. St. Lucie County Clover Park- Mets Stadium Chiller Replacement Project Adopted by Consent Vote G. OFFICE OF MANAGEMENT & BUDGET 1. Fixed Asset Inventory Removal Adopted by Consent Vote 2. Request for Qualifications (RFQ) No. 20-014, Professional Engineering Services — Selvitz Road & Glades Cut-off Road Intersection Improvements Adopted by Consent Vote H. PLANNING & DEVELOPMENT SERVICES 1. Environmental Land Development Shop Final Plat Adopted by Consent Vote I. PUBLIC WORKS 1. Local Agency Program (LAP) Grant Acceptance - Edwards Road Reconstruction: Oleander Avenue to US#1 - THIS PROJECT IS FUNDED BY THE INFRASTRUCTURE SALES TAX Adopted by Consent Vote 2. Grant Acceptance - Melville Road Stormwater Improvements - Phase 1 - THIS PROJECT IS FUNDED BY THE INFRASTRUCTURE SALES TAX Adopted by Consent Vote 3. Edwards Road Reconstruction - Geotechnical Engineering - THIS PROJECT IS FUNDED BY THE INFRASTRUCTURE SALES TAX 81Page Page 15 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM Adopted by Consent Vote 4. Gordy Rd. Bridge over 10-Mile Creek - Amendment 3 to Work Authorization No. 2 - THIS PROJECT IS FUNDED BY THE INFRASTRUCTURE SALES TAX Adopted by Consent Vote 5. Paradise Park Stormwater Improvements Phase 4 Final - Acceptance of Project - THIS PROJECT IS FUNDED BY THE INFRASTRUCTURE SALES TAX Adopted by Consent Vote 6. Kings Highway at Indrio Road Improvements - Acceptance of Project Adopted by Consent Vote 7. Resolution - Supporting the City of Port St. Lucie's request to the Florida Department of Transportation to participate in the construction and funding improvements at the intersection of Peacock Boulevard and St. Lucie West Boulevard in Port St. Lucie, Florida Adopted by Consent Vote 8. Pursuit Boats Expansion Site Plan - Payment In Lieu of Sidewalk Construction Adopted by Consent Vote 9. Letter of Support for Everglades Restoration Funding of projects within St. Lucie County Adopted by Consent Vote J. SHERIFF'S OFFICE 1. Authorization to apply for the 2020 Bulletproof Vest Partnership (BVP) Grant Adopted by Consent Vote 2. Authorization to Apply for the 2020 Coronavirus Emergency Supplemental Funding (CESF) Program Grant Adopted by Consent Vote 91Page Page 16 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM 1. Capital Lease - 930M Tax Lease Agreement Adopted by Consent Vote 2. Award Work Authorization No. 04 - Capital Improvement Projects Planning and Work Authorization No. 05 Phase 11113 LFG Adopted by Consent Vote 1�1111111111*i 1. Acceptance of Florida Department of Environmental Protection (FDEP) Grant Agreement for North Hutchinson Island Septic to Sewer Conversion Project/Amendment of Budget for Grant Adopted by Consent Vote 2. Amend Work Authorization No. 10 with Amendment No. 2 Adopted by Consent Vote 3. Sunstate Meter and Supply, Inc. Sole Source Procurement Adopted by Consent Vote 9. PUBLIC HEARINGS There are no items scheduled. 10. REGULAR AGENDA 1. Request for Proposal (RFP) No. 20-010 - Public Transportation Operations - Treasure Coast Connector, Fixed Route & Demand Response Desiree Cimino, Purchasing Manager presented this item. On December 18, 2019, responses to RFP No. 20-010, Public Transportation Operations, were opened. Two proposals were received; 553 companies were notified, and 27 RFP documents were distributed. As federal and state 10 1 Page 17 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM grants are utilized to pay for this service, the local preference ordinance did not apply. On January 14, 2020, the selection committee evaluated and ranked the proposals that were received. The selection committee was comprised of representative(s) from the Economic Development Council, City of Fort Pierce, City of Port St. Lucie, Indian River County, and the Board of County Commissioners. The short-listed firms for Transportation Services in order of ranking are as follow: 1. MV Transportation, Inc. 2. Council on Aging of St. Lucie County, Inc. The Board moved to item 3. Several Board members asked clarifying questions and Commissioner Hutchinson expressed concern about the verbiage of the contract. Discussion conducted among the Board with Steve Trinkle, MV Transportation. Chair Townsend opened for public comment at this time. The following citizens addressed the board and spoke in favor of Council on Aging: • Darrell Drummond, President/CEO of Council on Aging of St. Lucie, Inc. • Joyce Jackson • Carol Hahn • Kelly Ervay • Juliette Fickling • Helen Paige • Robin Smith • Mel Folbrecht submitted a public comment by email, which had been distributed to the Board for their review. • Jovana Gomez submitted a public comment by email with attached petitions, which had been distributed for their review • Susan Garrahan submitted a public comment by email, which had been distributed to the Board for their review • Bonnie Harris submitted a public comment by voicemail. • Denton Covell submitted a public comment by voicemail. • Steve Trinkle, MV Transportation spoke in favor of MV Transportation. There being no one further wishing to address the Board, Chair Townsend closed public comment. A motion was made to approve staff recommendation to approve the final ranking for RFP No. 20-010 and permission to conduct contract negotiations with the highest ranked proposers to the recommended conditions. The motion was seconded, and upon roll call it carried unanimously, with Commissioner Bartz abstaining from the vote. 111Page Page 18 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM 2 3 APPROVE MOVER: Commissioner District 1 Chris Dzadovsky SECONDER: Commissioner District 2 Sean Mitchell AYES: Chris Dzadovsky, Sean Mitchell, Cathy Townsend, Frannie Hutchinson NAYS: None ABSTAINED: Linda Bartz Resolution No. 20-48 - Ratification of County Administrator Order Authorizing Contract Negotiations with RFP 20-010 (Public Transportation Operations) Top Ranked Firm Item presented in conjunction with 10.A.1 RESULT: APPROVE MOVER: Commissioner District 1 Chris Dzadovsky SECONDER: Commissioner District 2 Sean Mitchell Chris Dzadovsky, Sean Mitchell, Cathy Townsend, Frannie AYES: Hutchinson NAYS: None EXCUSED: Linda Bartz Fixed Route and Demand Response Transit Management Services (RFP No. 20-010) - Contract with MV Contract Transportation, Inc. Heather Young, Assistant County Attorney presented this item. MV has requested that MV Contract Transportation, Inc., one of its subsidiaries, serve as the named party to the contract. The contract provides for an initial three-year term with two additional one-year extensions upon agreement of the parties. The County may terminate the contract for cause upon seven days notices if MV fails to correct a deficiency following thirty (30) days' notice. In addition, either party may terminate without cause upon sixty (60) days prior written notice. A motion was made to approve the proposed contract with MV Contract Transportation, Inc. The motion was seconded, and it carried unanimously, with Commissioner Bartz abstaining from the vote. 12 1 Page 19 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM RESULT: APPROVE MOVER: Commissioner District 1 Chris Dzadovsky SECONDER: Commissioner District 2 Sean Mitchell AYES: Chris Dzadovsky, Sean Mitchell, Cathy Townsend NAYS: Frannie Hutchinson EXCUSED: Linda Bartz B. PLANNING & DEVELOPMENT SERVICES 1. Florida Development Finance Corporation — Resolution Consenting to Issuance of Revenue Bonds for A-1 Roof Trusses, Ltd. A motion was made to approve staff recommendation and it passed unanimously. RESULT: ADOPT MOVER: Commissioner District 4 Frannie Hutchinson SECONDER: Commissioner District 1 Chris Dzadovsky Chris Dzadovsky, Sean Mitchell, Linda Bartz, Cathy Townsend, AYES: Frannie Hutchinson NAYS: None EXCUSED: None C. ADMINISTRATION 1. Community Development Block Grant - Mitigation Project Proposals Nicole Fogarty, Legislative Affairs Director presented this item. In April 2018, the U.S. Department of Housing and Urban Development (HUD) announced that $633 million in first - of -its -kind funding would be available to the state of Florida for disaster mitigation projects in areas impacted by presidentially declared disasters in 2016 and 2017. These funds are available through HUD's newly created Community Development Block Grant - Mitigation (CDBG-MIT) and will be used to fund disaster mitigation programs to better protect Florida from future disasters. Staff requested the Board to provide a short list for the General Infrastructure Program for the CDBG- MIT competitive grant. The Board approved the following list: 13 1 Page 20 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM • Upgrade Traffic Signal Project • Extension of St. Lucie Blvd. • Extension of Jenkins Road • Fiber Optic Cable Projects • Midway Road Turnpike Interchange A motion was made to approve staff recommendation and it passed unanimously. RESULT: APPROVE MOVER: Commissioner District 2 Sean Mitchell SECONDER: Commissioner District 1 Chris Dzadovsky Chris Dzadovsky, Sean Mitchell, Linda Bartz, Cathy Townsend, AYES: Frannie Hutchinson NAYS: None EXCUSED: None D. COUNTY ATTORNEY 1. Resolution No. 20-091 - Ratification of the Public Safety Director's Declaration of Emergency Extensions A motion was made to approve staff recommendation and it passed unanimously. RESULT: APPROVE MOVER: Commissioner District 2 Sean Mitchell SECONDER: Commissioner District 3 Linda Bartz Chris Dzadovsky, Sean Mitchell, Linda Bartz, Cathy Townsend, AYES: Frannie Hutchinson NAYS: None EXCUSED: None 141 Page 21 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM 2 3 Port of Fort Pierce Board of Trustees of the Internal Improvement Trust Fund Sovereignty Submerged Lands Lease Renewal and Modification BOT File No. 560240398 JoAnn Riley, Properties Acquisition Manager presented this item. County staff has worked diligently with the Board of Trustees of the Internal Improvement Trust Fund to increase the square footage of the submerged lands lease area, to modify the term of the lease for a 25-year period and to amend the use of the property. Lease No. 560240398 provided for review shows increasing of the square footage from 81,028 to 89,420 square feet for a term of 25 years. The use of the property has also been revised to operate a variable commercial docking facility with berthing, maintenance, and repair of vessels with related infrastructure such as docks, lifts, and temporary dry docking to be used exclusively for mooring of recreational and commercial vessels in conjunction with an upland ship terminal facility. The Lease Renewal has been reviewed and approved by the Port Director and Derecktor Fort Pierce, LLC. A motion was made to approve staff recommendation and it passed unanimously. RESULT: APPROVE MOVER: Commissioner District 1 Chris Dzadovsky SECONDER: Commissioner District 4 Frannie Hutchinson Chris Dzadovsky, Sean Mitchell, Linda Bartz, Cathy Townsend, AYES: Frannie Hutchinson NAYS: None EXCUSED: None Resolution No. 20-090 - Ratifying Order 20-009 of the County Administrator Regarding St. Lucie County Housing Finance Authority Chair Townsend asked the County Attorney if a consent vote could be taken for items 3-25. County Attorney agreed and stated the following citizens submitted public comment thru email regarding issues occurring at the newly reopened beaches: • Diana Johnson • Edith Karsky • Bradley & Karen Deacon 15 1 P a g Page 22 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM A consent motion was made to approve staff recommendation for items 3-25 and it passed unanimously. RESULT: APPROVE MOVER: Commissioner District 2 Sean Mitchell SECONDER: Commissioner District 4 Frannie Hutchinson AYES: Chris Dzadovsky, Sean Mitchell, Linda Bartz, Cathy Townsend, Frannie Hutchinson NAYS: None EXCUSED: None 4. Resolution No. 20-092 - Ratifying Order No. 20-010 of the County Administrator Regarding Code Enforcement Amnesty Program, Code Liens Tolled Adopted by Consent Vote 5. Resolution No. 20-068 - Ratification of an Order of the County Administrator authorizing the Use of Communications Media Technology for Televised County Public Meetings Adopted by Consent Vote 6. Resolution No. 20-073 - Ratification of an Order of the County Administrator authorizing the Use of Communications Media Technology for Nontelevised County Public Meetings Adopted by Consent Vote 7. Resolution No. 20-082 - Ratification of an Order of the County Administrator regarding Addendum No. 4 to Hoar Program Management. Adopted by Consent Vote 8. Resolution No. 20-081 - Ratification of Order of County Administrator to Reduce Animal Safety Division Services Adopted by Consent Vote 9. Resolution No. 20-080 - Ratification of Order of County Administrator Waiving Formal Bidding Requirements for Repairs to Savannah Road Animal Shelter Adopted by Consent Vote 16 1 Page 23 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM 10. Resolution No. 20-083 - Ratification of an Order of the County Administrator Authorizing the St. Lucie County Water and Sewer District Waiving the Bid Process and receiving direct solicited quotes to construct and loop a Water Line on North Hutchinson Island for health, safety and welfare purposes. Adopted by Consent Vote 11. Resolution No. 20-072 - Ratification of an Order of the County Administrator Regarding amendments to the County Administration Order No. 20-001 regarding 5050 North Highway A1A in Fort Pierce, FL Adopted by Consent Vote 12. Resolution No. 20-085 - Ratification of an Order of the County Administrator Approving Change Order No. 2 to the June 4, 2019 Contract with PRP Construction Group LLC to construct the Midway Road at NSLRWCD C92 Culvert Replacement Project - THIS PROJECT IS FUNDED BY THE INFRASTRUCTURE SALES TAX Adopted by Consent Vote 13. Resolution No. 20-086 - Ratification of an Order of the County Administrator Authorizing Entering into a Work Authorization with Kimley Horn & Associates to Design and Permit the Johnston Road Culvert Replacement Project at FPFWCD Canal 17 - THIS PROJECT IS FUNDED BY THE INFRASTRUCTURE SALES TAX Adopted by Consent Vote 14. Resolution No. 20-088 - Ratification of an Order of the County Administrator Authorizing Entering into a Work Authorization with Kimley Horn & Associates to Design and Permit the St. James Drive Pedestrian Walkway Project -THIS PROJECT IS FUNDED BY THE INFRASTRUCTURE SALES TAX Adopted by Consent Vote 15. Resolution No. 20-093 - Ratifying Order No. 20-024 of the County Administrator Regarding Private Provider Plans Review and Building Inspection Fees Adopted by Consent Vote 16. Resolution No. 20-079 - Ratification of Emergency Order 20-023 of the County Administrator Authorizing Waiver of the Formal Bid Process and Authorizing Entering into a Reimbursement Agreement with Florida Power & Light to fund the Construction Improvements to the Fairgrounds Parking Lot 17 1 Page 24 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM Adopted by Consent Vote 17. Resolution No. 20-102 - Ratification of County Administrator Order No. 20-025 extending Certificates of Public Convenience and Necessity (COPCN) Adopted by Consent Vote 18. Resolution No. 20-087 - Ratifying of an Order of the St. Lucie County Administrator Authorizing Award of Bid No. 20-038 Bridge Repairs Project to the Low Bidder Ferreira Construction and Authorizing the County Administrator to Sign Work Authorizations with Culpepper & Terpening and Anderson Andre Consulting Engineers, to perform CEI and Geotechnical Services, Respectively, for the Project Adopted by Consent Vote 19. Resolution No. 20-094 - Ratifying Order No. 20-027 of the County Administrator Regarding Virtual Examination of Applicants for Certificate of Competency Adopted by Consent Vote 20. Resolution No. 20-096 - Ratifying Emergency Order 20-028 of the St. Lucie County Administrator Regarding a Water Quality Division Construction Project Final Payment for the Paradise Park Stormwater Improvement Phase 4 Adopted by Consent Vote 21. Resolution No. 20-089 - Ratifying an Order of the St. Lucie County Administrator Authorizing Partial Reopening of County Owned Beaches Adopted by Consent Vote 22. Resolution No. 20-100 - Ratification of an Order of the County Administrator Authorizing the St. Lucie County Water and Sewer District to Clean a Force Main on North US Highway 1, to Waive Formal Bid Requirements, and to Enter into a Contract with Professional Piping Services, Inc. Adopted by Consent Vote 23. Resolution No. 20-107 - Ratifying Order No. 20-031 of the St. Lucie County Administrator Amending Emergency Order No. 20-029 Authorizing Partial Reopening of County Owned Beaches Adopted by Consent Vote 18 1 Page 25 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM 24. Resolution No. 20-110 - Approving Order Rescinding Safer -At -Home Order No. 20-007 Adopted by Consent Vote 25. Resolution No. 20-115 - ratifying the St. Lucie County Administrator's Order No. 20-033 Authorizing Temporary Outdoor Dining Areas for Restaurants Adopted by Consent Vote 19 1 Page 26 of 417 BOCC Regular Meeting Tuesday, May 19, 2020 6:00 PM 11. ANNOUNCEMENTS A. The Board of County Commissioners will hold a Regular meeting on Tuesday, June 2, 2020 @ 6pm in the Commission Chambers of the Roger Poitras Administration Annex located at 2300 Virginia Avenue, Fort Pierce, FL. B. The Board of County Commissioners will hold an Informal meeting on Tuesday, June 9, 2020 at 9am in Conference Room 3 of the Roger Poitras Administration Annex located at 2300 Virginia Avenue, Fort Pierce, FL. C. The Board of County Commissioners will hold a Regular meeting on Tuesday, June 16, 2020 at 9am in the Commission Chambers of the Roger Poitras Administration Annex located at 2300 Virginia Avenue, Fort Pierce, FL. 12. MOTION TO ADJOURN 201Page Page 27 of 417 FORM 8B MEMORANDUM OF VOTING CONFLICT FOR COUNTY, MUNICIPAL, AND OTHER LOCAL PUBLIC OFFICERS LAST NAME —FIRST NAME —MIDDLE NAME Bartz, Linda MAILING ADDRESS 2300 Virginia Avenue CITY Fort Pierce DATE ON WHICH VOTE OCCURRED May 19, 2020 NAME OF BOARD, COUNCIL, COMMISSION, AUTHORITY, OR COMMITTEE St. Lucie County Board of County Commissioners THE BOARD, COUNCIL, COMMISSION, AUTHORITY OR COMMITTEE ON WHICH I SERVE IS A UNIT OF: COUNTY ❑ CITY Id COUNTY ❑ OTHER LOCALAGENCY St. Lucie NAME OF POLITICAL SUBDIVISION: _ St. Lucie County d ELECTIVE ❑ APPOINTIVE WHO MUST FILE FORM 813 This form is for use by any person serving at the county, city, or other local level of government on an appointed or elected b oard, council, commission, authority, or committee. It applies to members of advisory and non -advisory bodies who are presented with a voting conflict of interest under Section 112.3143, Florida Statutes. Your responsibilities under the law when faced with voting on a measure in which you have a conflict of interest will vary grea tly depending on whether you hold an elective or appointive position. For this reason, please pay close attention to the instructions on this form before completing and filing the form. 1 INSTRUCTIONS FOR COMPLIANCE WITH SECTION 112.3143, FLORIDA STATUTES A person holding elective or appointive county , municipal, or other local public of Tice MUST ABSTAIN from voting on a measure w hich would inure to his or her special private gain or loss. Each elected or appointed local of facer also MUST ABSTAIN from knowingly voting on a measure which would inure to the special gain or loss of a principal (other than a government agency) by whom he or she is re tained (including the parent, subsidiary, or sibling organization of a principal by which he or she is retained); to the special private gain or less of a relative; or to the special private gain or loss of a business associate. Commissioners of community redevelopment agencies (CRAs) under Sec. 163.356 or 163.357, F.S., and officers of independent special tax districts elected on a one -acre, one -vote basis are not prohibited from voting in that capacity. For purposes of this law, a "relative" includes only the of ficer's father, mother, son, daughter, husband, wife, brother, sister, father-in-law, mother-in-law, son-in-law, and daughter-in-law. A "business associate" means any person or entity engaged in or carrying on a b usiness enterprise with the officer as a partner, joint venturer, coowner of property, or corporate shareholder (where the shares of th a corporation are not listed on any national or regional stock exchange). ELECTED OFFICERS: In addition to abstaining from voting in the situations described above, you must disclose the conflict: PRIOR TO THE VOTE BEING TAKEN by publicly stating to the assembly the nature of your interest in the measure on which you are abstaining from voting; and WITHIN 15 DAYS AFTER THE VOTE OCCURS by completing and filing this form with the person responsible for recording the minutes of the meeting, who should incorporate the form in the minutes. APPOINTED OFFICERS: Although you must abstain from voting in the situations described above, you are not prohibited by Section 1 12.3143 from otherwise participating in these matters. However, you must disclose the nature of the conflict before making any attempt to influence th a decision, whether orally or in writing and whether made by you or at your direction. IF YOU INTEND TO MAKE ANY ATTEMPT TO INFLUENCE THE DECISION PRIOR TO THE MEETING AT WHICH THE VOTE WILL BE TAKEN: • You must complete and file this form (before making any attempt to influence the decision) with the person responsible for recording the minutes of the meeting, who will incorporate the form in the minutes. (Continued on page 2) CE FORM SB - EFF. 1112013 PAGE 1 Adopted by reference In Rule 34-7.010(1)(f), F.A.C. Page 28 of 417 APPOINTED OFFICERS (continued) • A copy of the form must be provided immediately to the other members of the agency. • The form must be read publicly at the next meeting after the form is filed. IF YOU MAKE NO ATTEMPT TO INFLUENCE THE DECISION EXCEPT BY DISCUSSION AT THE MEETING: • You must disclose orally the nature of your conflict in the measure before participating. • You must complete the form and file it within 15 days after the vote occurs with the person responsible for recording the minutes of the meeting, who must incorporate the form in the minutes. A copy of the form must be provided immediately to the other members of the agency, and the form must be read publicly at the next meeting after the form is filed. DISCLOSURE OF LOCAL OFFICER'S INTEREST I Linda Bartz , hereby disclose that on May 19 20 20 (a) A measure came or will come before my agency which (check one or more) inured to my special private gain or loss; inured to the special gain or loss of my business associate, inured to the special gain or loss of my relative, inured to the special gain or loss of St. Lucie County Board of County Commissioners Representative by whom I am retained; or inured to the special gain or loss of which Is the parent subsidiary, or sibling organization or subsidiary of a principal which has retained me. (b) The measure before my agency and the nature of my conflicting interest in the measure is as follows: Board of County Commissioners Item 10.A.1. - Request for Proposal (RFP) No. 20-010 - Public Transportation Operations - Treasure Coast Connector, Fixed Route and Demand Response If disclosure of specific information would violate confidentiality or privilege pursuant to law or rules governing attorneys, a public officer, who is also an attorney, may comply with the disclosure requirements of this section by disclosing the nature of the interest i n such a way as to provide the public with notice of the conflict. June 1, 2020 Date Filed I Signature NOTICE: UNDER PROVISIONS OF FLORIDA STATUTES §112.317, A FAILURE TO MAKE ANY REQUIRED DISCLOSURE CONSTITUTES GROUNDS FOR AND MAY BE PUNISHED BY ONE OR MORE OF THE FOLLOWING: IMPEACHMENT, REMOVAL OR SUSPENSION FROM OFFICE OR EMPLOYMENT, DEMOTION, REDUCTION IN SALARY, REPRIMAND, OR A CIVIL PENALTY NOT TO EXCEED $10,000. CE FORM 8B - EFF. 11/2013 Adopted by reference In Rule 34-7.010(1)(0, F.A.C. PAGE 2 Page 29 of 417 05/14/20 FZABWARR FUND TITLE 001 001473 001475 001477 001479 001481 001482 001484 001585 001600 001605 001606 001610 001612 001829 001834 001835 101 101001 102 102001 104003 107 107001 107002 107006 111 112 115 120 122 126 129 130 130128 130129 130131 130133 130241 139 140 140001 140211 140403 140405 160 170 183 General Fund EMPA FY 20 ST. LUCIE COUNTY - BOARD WARRANT LIST #33- 08-MAY-2020 TO 14-MAY-2020 FUND SUMMARY Western Union Grant FCTD Disadvantaged Planning Grant Hurricane Loss Mitigation Program FDOT FLEX ROUTE SFY2019 FDOT 25th St Route SFY2019 FCTD Innovation & Service Developme CSBG 2017 Section 112/MPO/FHWA Plan FY18/20 Surface Transportation Block Grant Metropolitan Planning/Sec. 5305d EMPG FY 20 Volunteer Florida DJ Wilcox Preserve TCERDA Artificial Reef Program Transportation Trust Fund Transportation Trust Interlocals Unincorporated Services Fund Drainage Maintenance MSTU Hurricane Frances Donations Fine & Forfeiture Fund Fine & Forfeiture Fund -Wireless Sur Fine & Forfeiture Fund-E911 Surchar F&F Fund -Court Related Technology River Park I Fund River Park II Fund Sheraton Plaza Fund The Grove Fund Indian River Estates Fund Southern Oak Estates Lighting Parks MSTU Fund SLC Public Transit MSTU FTA 5339 Bus Shelter Maint FFY16 5307 Transit Oper & Maint FFY17 5307 Oper & Cap FFY18 5307 Operating and Capital As FDOT FY20 Lakewood Park Corridor -Tr Palm Grove Fund Airport Fund Port Fund FDOT Noise Ops Monitoring System FDOT Logistics Zone Study FDEP Taylor Creek Restoration Proje Plan Maintenance RAD Fund Court Facilities Fund Ct Administrator-19th Judicial Cir EXPENSES 802,353.02 657.46 710.58 525.00 17,776.00 0.00 0.00 2,424.43 57.95 944.56 0.00 67.50 99.99 880.00 24,605.00 3,849.65 50.00 79,411.08 0.00 15,042.95 235,253.15 639.00 224,301.00 17,128.33 0.00 0.00 3,441.86 813.34 583.03 238.31 1,075.06 168.91 1,388.42 281.83 1,480.00 1,333.48 470.80 0.00 0.00 1,039.38 22,586.69 5,306.21 15,515.00 3,746.98 12,500.00 664.02- 1,300.00 852.20 PAGE PAYROLL 672,258.33 0.00 0.00 1,705.73 2,229.11 147.10 73.56 0.00 5,308.78 5,490.33 3,563.49 4,468.10 0.00 0.00 0.00 2,418.46 2,076.80 146,273.52 1,785.42 80,169.81 25,595.61 0.00 196,059.97 6,726.97 4,438.06 11,861.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,924.01 0.00 0.00 0.00 3,737.85 73.55 0.00 16,901.20 7,414.80 0.00 0.00 0.00 4,212.80 0.00 5,064.50 Page 30 of 417 05/14/20 FZABWARR FUND TITLE 183006 183100 185018 185019 185020 189116 190 191 310007 310008 316001 319 363 401 418 471 478 491 505 505001 505002 611 625 630 801 ST. LUCIE COUNTY - BOARD WARRANT LIST #33- 08-MAY-2020 TO 14-MAY-2020 FUND SUMMARY Guardian Ad Litem Fund DOJ BJA FY19 Adult Drug Discretiona FHFC SHIP 2017/2018 SHIP 2018/2019 SHIP 2019/2020 St. Lucie HOME Consortium FY 2019 Sports Complex Fund SLC Sustainability District Impact Fees -Library "B" Impact Fees -Parks "B" 5th Cent Fuel -Capital Infrastructure Surtax Capital Sports Complex Capital Project Fund Sanitary Landfill Fund Golf Course Fund Water & Sewer District Operations Water & Sewer District R&R Building Code Fund Health Insurance Fund Risk Management Fund Health Insurance Administration Tourist Development Trust-Adv Fund Law Library Medical Examiner Agency Fund Bank Fund GRAND TOTAL: EXPENSES 15,034.98 1,310.00 0.00 0.00 312.05 170.61 25,948.80 148.52 502.89 6,011.14 98,930.55 351,058.55 166.24 97,030.14 7,802.66 343,319.34 571.50 19,276.56 81,772.50 0.00 0.00 2,555.54 16,029.35 15,421.65 22,767.15 2,606,374.85 PAGE 2 PAYROLL 0.00 0.00 224.14 861.07 0.00 1,282.64 23,672.30 0.00 0.00 0.00 0.00 0.00 0.00 111,318.13 21,429.74 19,396.10 0.00 61,885.03 1,593.60 4,029.21 4,351.95 7,940.07 0.00 186,090.19 0.00 1,658,053.03 Page 31 of 417 r LucE AGENDA REQUEST 0 TO: Board of County Commissioners PRESENTED BY: JoAnn Riley, Property Acquisition Manager SUBMITTED BY: Property Acquisition Division 8.B.1. 2020-49882 CONSENT AGENDA - COUNTY ATTORNEY DATE: 6/16/2020 *ACTION ITEM - AGREEMENT SUBJECT: After the Fact Revocable License Agreement - Evans Properties, Inc. - Parcel ID 3205-323-0026-000-8 - Fence BACKGROUND: Property Acquisitions received a request from Evans Properties to keep an existing fence and to install and maintain a 4' - 5' hog wire fence down the west side of their property within the right-of-way of Summerlin Road. The fence meanders into Summerlin Road as shown on the attached Summerlin Road Exhibit. PREVIOUS ACTION: N/A FINANCIAL IMPACT: N/A RECOMMENDATION: Staff recommends the Board approve the revocable license agreement, authorize the Chair to sign the agreement and direct staff to record the agreement in the official records of St. Lucie County, Florida. COMMISSION ACTION: RESULT: MOVER: None SECONDER: None AYES: None NAYS: None Page 32 of 417 (EXCUSED: None I Coordination/Signatures Date: June 04, 2020 Daniel McIntyre, County Attorney Date: June 05, 2020 Mark Satterlee, Deputy County Administrator Page 33 of 417 Location Map Ok-i 515I2020, 2:50:06 PM 1:36,112 0 0.28 0.55 1.1 mi 0 0.42 0.85 1.71an Sources: Esri, HERE, Gamin, USGS, Irdermap, INCREMENT P, Ni Esn Japan, METI, Esd Chia (Hong Kong}, Esn Korea, Esd (MailandJ, Planing & Develop— Services St. Lude County Property Appmisefs Office I GPI Geospatial, Inc. I U.S. Hsh and VV ldlfie Service, Coastal Larder Resources Act Program, CBRA@FWS.gov IThis spatial layer is maintained by St Lucie County GIS, housed in the Planning & Oevelopment Services Page 34 of 417 ft west of graded mad fence 11 ft west of graded /mad f fence loft w/esl�'graded road 110 fenzlffl�est _1.dT`gradetl road teof raded road `- -- J//�fe west of gratled road /I fence 1 Oft w/esPat'graded road f nce IA ft west of gratled road concrete marker -13,it,east `of fence line ale Earth f. I 700it A N This instrument prepared by: Janet UCausi under the direction of Daniel S. McIntyre, County Attorney 2300 Virginia Avenue Fort Pierce, Fl. 34982 "AFTER THE FACT " REVOCABLE LICENSE AGREEMENT THIS AGREEMENT, made and entered this day of , 2020, by and between ST. LUCIE COUNTY, a political subdivision of the State of Florida, ("County") and EVANS PROPERTIES, INC, whose address is 660 Beachland Blvd, Ste 301, Vero Beach, FL 32963 (the "Owner"). WHEREAS, the Owner owns the property described as follows: Summerlin Road - Section 5 lying South of Okeechobee Road -less canal and right-of-way and that part of Section 6 lying south of State Road 370 LESS road right-of-way and part of Sec 8 lying north and west of Summerlin Road -known as Parcel 3205-323-0026-000/8 WHEREAS, the Owner has requested a Revocable License Agreement for the proposed and existing hog wire fence that would run down the west side of Summerlin Road from State Road 8, (Okeechobee Road) to the County maintenance of Summerlin Road. WHEREAS, the County is willing to permit the Owner to encroach in the right-of-way of Summerlin Road for the purpose of keeping the existing fence and installing a 4'-5' hog wire fence subject to the terms and conditions set forth in this "After the Fact" Revocable License Agreement. Exhibit A NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. The County agrees to grant the Owner an "After the Fact" Revocable License Agreement for the fence which will encroach within the right-of-way of Summerlin Road. This "After the Fact" Revocable License shall extend only to the referenced fence and shall not extend to the construction and/or installation of any additional structures or utilities. 2. The sole purpose of this "After the Fact" Revocable License Agreement is to grant the Owner permission to install and maintain the fence in the right-of-way of Summerlin Road. The owner agrees that if the County Engineer and/or Road and Bridge Division determine the fence is causing flooding or drainage problems or other needs in the area and the fence needs to be removed or relocated, the owner will do so at the Owner's sole expense. 1 Page 36 of 417 3. Pursuant to the terms and conditions contained in this Agreement, the County authorizes the Owner to keep the fence and install additional length of fence to where the County maintains the right of way of Summerlin Road. 4. The Owner shall maintain the right-of-way along their fence. The fence shall not interfere with County use of the right-of-way or maintenance of the right-of-way and any damage to the road shall be repaired by Owner. S. The County shall have the right, at the sole discretion of the County Engineer or Road and Bridge Manager, to terminate this Agreement with or without cause and require removal of the encroachment at the Owner's sole expense upon ninety (90) days written notice to the Owner. The County Engineer or Road and Bridge Manager may, in lieu of termination, request that the Owner perform certain alterations to the fence or the location of the fence, at the Owner's sole expense. However, if such alteration is not performed to the satisfaction of the County Engineer or Road and Bridge Manager, the County shall be entitled to exercise its right to terminate this Agreement. 6. Upon the abandonment of the fence, the expiration of this "After the Fact" Revocable License Agreement, or the revocation of this "After the Fact" Revocable License Agreement, whichever occurs first, the Owner shall be responsible for the removal of the fence and repair of the right-of-way, if necessary. 7. The term of this "After the Fact" Revocable License Agreement shall begin on the date first above written and shall remain in effect unless otherwise revoked or abandoned as provided herein. 8. Owner agrees to relocate the referenced fence, at any time and at no cost to the County, if necessary, for the maintenance or improvements of the right-of-way by the County or other departments. 9. The fence shall be maintained solely at the expense of the Owner. 10. The Owner agrees to allow County employees access to the location of the fence for County purposes as determined by the County Engineer. 11. All notices, request and other communications dealing directly or indirectly with this License shall be in writing and shall be (as elected by the person giving such notice) hand delivered by messenger or carrier service, telecommunicated, or mailed by registered or certified mail (postage prepaid) return receipt requested, address to: 2 Page 37 of 417 As to County: County Engineer Engineering Division 2300 Virginia Avenue, 2nd Floor Fort Pierce, FL 34982 As to Owner: Evans Properties, Inc 660 Beachland Blvd St 301 Vero Beach, FL 32963 With Copies to: County Attorney 2300 Virginia Avenue, 3rd Floor Fort Pierce, FL 34982 or to such other address as any party may designate by notice complying with the terms of this section. Each such notice shall be deemed delivered (a) on the date delivered if by personal delivery, (b) on the date upon which the return receipt is signed or delivery is refused or the notice is designated by the postal authorities as not deliverable, as the case may be, if mailed. 12. As consideration for the County granting this "After the Fact" Revocable License Agreement the Owner agrees to indemnify and hold the County harmless from and against all claims, liability, demands, damages, expenses, fees, fines penalties, suits, proceedings, actions and costs of actions, including reasonable attorneys fees of any kind or nature arising or in any way connected with the installation of the fence within the County's right-of-way. 13. The Owner shall promptly pay to record this "After the Fact" Revocable License Agreement in the Official Records of St. Lucie County, Florida. The Owner shall pay any document excise taxes and the cost of recording this "After the Fact" Revocable License Agreement. IN WITNESS WHEREOF, the parties have executed this Agreement on the day and year above first written. ATTEST: DEPUTY CLERK 3 ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS BY: CHAIR APPROVED AS TO FORM AND Page 38 of 417 CORRECTNESS: COUNTY ATTORNEY EVANS PROPERTIES, INC A �z Witness IT'S 1 RE5 11) EN)T 4- G E6 Witness STATE OF FLORIDA COUNTY 0E-X-(-4W=A9 1 W F 9 The foregoing instrument was acknowledged before me this c;97 day of 2020, by ate. a L• ra s it's 4-Cfn of EVANS PROPERTIES INC. a Florida Corporation, on behalf of the corporation. He/she is personally known to me or has produced (type of identification). WITNESS my hand and official seal, this day of 2020. My commission expires: &_� aLll" �430 1 'o"n'!4e, SHANNON CONN n MY COMMISSION # GG DW43 Ny¢o` EXPIRES: October 24,242U FOF f k.6 Bonded Thru Budget Notary Serhm 4 Signature of Notary Public Page 39 of 417 r LucE AGENDA REQUEST 0 TO: Board of County Commissioners PRESENTED BY: JoAnn Riley, Property Acquisition Manager SUBMITTED BY: Property Acquisition Division 8.B.2. 2020-49897 CONSENT AGENDA - COUNTY ATTORNEY DATE: 6/16/2020 *ACTION ITEM - AGREEMENT SUBJECT: Revocable License Agreement - Florida City Gas - River Park - Port St. Lucie Safe 3 Phase 1 BACKGROUND: Property Acquisitions received a Right -of -Way Permit from Florida City Gas for Port St. Lucie Safe 3 Phase 1 which requires a Revocable License Agreement. Florida City Gas is installing approximately 2,895 LF of 4-inch PE natural gas main and approximately 3,414 LF of 2-inch PE natural gas main via horizonal directional drill within County rights -of -way in River Park. PREVIOUS ACTION: N/A FINANCIAL IMPACT: N/A RECOMMENDATION: Staff recommends the Board approve the revocable license agreement with Florida City Gas, authorize the Chair to sign the agreement and direct staff to record the agreement in the official records of St. Lucie County, Florida. COMMISSION ACTION: RESULT: MOVER: None SECONDER: None Page 40 of 417 AYES: None NAYS: None EXCUSED: None Coordination/Signatures Date: June 04, 2020 Daniel McIntyre, County Attorney Date: June 05, 2020 Mark Satterlee, Deputy County Administrator Page 41 of 417 St. Lucie GIS WebMap r� e„f n t II I �r 0 G �- 7 4� 1 Ay�4 M 4 7 I Gull Pr.rk 4 { H P.ur e e` 5/27/2020, 11:49A7AM = Parcels 1:9,028 0 0.05 0.1 0.2 mi 0 0.1 0.2 0.4 km Sources: Esri, HERE, Gamtin, IMe-ap, increment P Corp., GEBCO, USGS, FAO, MPS, NRCAN, G-Base, IGN, Kadaster NIL, Ordnance Survey, EA Planing A Development Services SLC Property Al Olfice, End. HERE, Gamin, INCREMENT P, Intermap, USGS, METUNASA, EPA, USBA I St. Lucie County Property Appraisers Office I GPI Geospatial, Inc. I U.S. Fish and Will Service, Coastal Barner Resources Act Program, Page 42 of 417 -j— -j— NEAI-1�1�) ---L --- L ............ Ir �E—.(-U N- NENML—Ml� I --- t X /< --T--Tl T-----� /< /< Eifik�* Horn lorid SYSTEM DESIGN PSL SAFE 3 PHASE 1 Page 43 of 417 1, i (ilx ZM --n, g nm 7--.- --------- ----------- -- ----- --- — ------ ------ ------ ��7 ---- r-7 -------- �7 f 7N- ------------- I a I T lj� SEE SHEET C-201 FOR CONTINUATION i&iriy*Horn� F11'rid P,- PLANSHEET "--6-200 W . . . . . P.L SAFE P.... 1 Page 44 of 417 SEE SHEET C-200 FOR CONTINUATION ----------- -3 _71 ------ --- -- -- -7AT2j I SEE SHEET C-202 FOR CONTINUATION i&ir�p))Horn Fil rid PLANSHEET MIX 4- - . . - . . M PSL SAFE 3 PHASE 1 Page 45 of 417 SEE SHEET C-201 FOR CONTINUATION lz r v— ID mlu_ ZZZ ID JAM SEE SHEET C-203 FOR CONTINUATION �Kimley*Horn Fl,ridaCityGasV, R. PLANSHEET 11.1 SAFE . PH.. 1 Page 46 of 417 -KEW W ------------ m VMMMDD 10 00 i z . . . . . . z 0 z Ni. WD' JUMPER DETAIL UL 11 rid iy*Horn PLANSHEET PSL SAFE 3 PHASE 1 "--6-203 Page 47 of 417 This instrument prepared by: Janet LiCausi under the direction of Daniel S. McIntyre, County Attorney 2300 Virginia Avenue Fort Pierce, FL 34982 REVOCABLE LICENSE AGREEMENT THIS AGREEMENT, made and entered this day of , 2020, by and between ST. LUCIE COUNTY, a political subdivision of the State of Florida, ("County") and PIVOTAL UTILITY HOLDINGS, INC. d/b/a FLORIDA CITY GAS, whose address is 4180 S. U.S. 1 Rockledge, FL 32955 (Florida City Gas). WHEREAS, the COUNTY is the owner of the property described as: CERTAIN RIGHT-OF-WAY IN RIVER PARK, LYING IN SECTION 28, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA WHEREAS, Florida City Gas, is requesting permission to install 2,895-LF of 4-inch PE natural gas main and approximately 3,414-LF of 2-inch PE natural gas main via horizontal directional drill within the County right-of-way to serve Port St. Lucie Safe Area 3 Phase 1, as illustrated on Exhibit A. WHEREAS, the County is willing to permit Florida City Gas to install Utility Improvements as illustrated on the attached Exhibit "A". Florida City Gas will restore the location per St. Lucie County and FDOT standards and subject to the terms and conditions set forth in this Revocable License Agreement NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. The County agrees to grant Florida City Gas a Revocable License Agreement for the purpose of installing Utility Improvement via direction drill to serve the Port St. Lucie Safe Area 3, Phase 1 as shown on the attached map. This Agreement shall extend only to the above referenced location and shall not extend to the construction or installation of any other structures. 2. The sole purpose of this Revocable License Agreement is to allow Florida City Gas to install the Utility Improvements via directional drill to serve the Port St. Lucie Safe Area 3, Phase 1. 3. Florida City Gas is required to do the work in accordance with Standard Specifications for Public Works Construction in St. Lucie County and the Florida Departments of Transportation 1 Page 48 of 417 (FDOT) Design Standards and Specifications. Florida City Gas shall submit a Right -of -Way Permit for any installation work that will be performed in the area identified on the attached Exhibit "A" together with a Maintenance of Traffic (MOT) Plan for approval by the County prior to construction, and shall provide notice to the County Engineer with a schedule for construction. Florida City Gas is required to restore all disturbed areas including but not limited to sidewalks and sod to existing grade and conditions. 4. This Agreement shall be binding on future successors and assignees of Florida City Gas if Florida City Gas gives adequate notice of any assignment or transfer of this Agreement to the County pursuant to Paragraph Eleven (11) of this Agreement. 5. The County shall have the right, at the sole discretion of the County Engineer, to terminate this Agreement with or without cause and require removal of the Utility Improvement at Florida City Gas' sole expense upon ninety (90) days written notice to Florida City Gas. The County may, in lieu of termination, request that Florida City Gas perform certain alteration to the utility service at Florida City Gas' sole expense. However, if such alterations are not performed to the satisfaction of the County Engineer and Road and Bridge Manager, the County shall be entitled to exercise its right to terminate this Agreement. 6. Upon the abandonment of the Utility Improvements, the expiration of the Agreement, or the revocation of the Agreement granted hereunder, whichever occurs first, Florida City Gas shall be responsible for the removal of the Utility Improvements as directed by the County Engineer, consistent with the specifications of the County in force at such time. 7. The term of Agreement shall begin on the date first above written and shall remain in effect unless otherwise revoked or abandoned as provided herein. 8. Florida City Gas agrees to alter the Utility Improvement, at any time and at no cost to the County, if necessary, for the maintenance or improvements by the County. 9. The Utility Improvements shall be constructed in accordance with all applicable building codes and permitting regulation of the County and shall be maintained solely at the expense of Florida City Gas. Any maintenance requiring excavation shall be permitted before scheduling. The County will be contacted regarding all emergency maintenance work, and after -the -fact permits will be submitted once emergency maintenance is complete. 2 Page 49 of 417 10. Florida City Gas agrees to allow County employees access to the location of the Utility Improvements crossing for County purposes as determined by the County Engineer. 11. All notices, request and other communications dealing directly or indirectly with this license shall be in writing and shall be (as elected by the person giving such notice) hand delivered by messenger or carrier service, telecommunicated, or mailed by registered or certified mail (postage prepaid) return receipt requested, address to: As to County: County Engineer Engineering Division 2300 Virginia Avenue, 2nd Floor Fort Pierce, FL 34982 As to Contractor: Pivotal Utility Holdings, Inc. d/b/a Florida City Gas 4180 S. U.S. 1 Rockledge, FL 32955 With Copies to: County Attorney 2300 Virginia Avenue, 3rd Floor Fort Pierce, FL 34982 or to such other address as any party may designate by notice complying with the terms of this section. Each such notice shall be deemed delivered (a) on the date delivered if by personal delivery, (b) on the date upon which the return receipt is signed or delivery is refused or the notice is designated by the postal authorities as not deliverable, as the case may be, if mailed. 12. Florida City Gas shall indemnify and hold the County harmless from and against all claims, liability, demands, damages, expenses, fees, fines penalties, suits, proceedings, actions and costs of actions, including reasonable attorneys fees of any kind or nature or injury to persons or property, or loss of life or property of any kind or nature arising or in any way connected with the use, occupation, management, or control of the above property by Florida City Gas or its' agents, servants, employees, patrons, or invitees. 13. Florida City Gas shall promptly pay to record this Revocable License Agreement in the Official Records of St. Lucie County, Florida. If recordable Florida City Gas shall pay any document excise taxes and the cost of recording this Revocable License Agreement. 3 Page 50 of 417 IN WITNESS WHEREOF, the parties have executed this Agreement on the day and year above first written. ATTEST: DEPUTY CLERK Witness Witness STATE OF FLORIDA COUNTY OF ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS CHAIR APPROVED AS TO FORM AND CORRECTNESS: COUNTY ATTORNEY PIVOTAL UTILITY HOLDINGS, INC d/b/a FLORIDA CITY GAS IT'S The foregoing instrument was acknowledged before me this day of , 2020, by as of PIVOTAL UTILITY HOLDINGS, INC., d/b/a FLORIDA CITY GAS , who produced identification). WITNESS my hand and official seal, this day of , 2020. My commission expires: 4 Signature of Notary Public (type of Page 51 of 417 1�r E --- AGENDA REQUEST TO: Board of County Commissioners PRESENTED BY: SUBMITTED BY: County Attorney 8.B.3. 2020-49901 CONSENTAGENDA- COUNTY ATTORNEY DATE: 6/16/2020 *ACTION ITEM - AGREEMENT SUBJECT: Transit Intermodal Facility - Facilities Use Agreement with MV Contract Transportation, Inc. BACKGROUND: As part of its duties under the Management Services Contract, MV Contract Transportation, Inc. will be using the County's Intermodal Facilities located 725 Avenue D in Fort Pierce. The site will be used for pick up and drop off of passengers as well providing a lounge area for drivers and bus parking. Attached to this agenda item is a proposed Facilities Use Agreement which provides for this use. Pursuant to the proposed agreement, MV will be responsible for routine repairs and maintenance of the facility. The term will run with the term of the Management Services Contract as it may be extended. PREVIOUS ACTION: On May 19, 2020, the Board approved the Management Services Contract with MV Contract Transportation, Inc. FINANCIAL IMPACT: N/A RECOMMENDATION: Staff recommends the Board approve the proposed facilities use agreement with MV Contract Transportation, Inc., and authorize the Chair to sign the agreement. COMMISSION ACTION: RESULT: MOVER: None Page 52 of 417 SECONDER: None AYES: None NAYS: None EXCUSED: None Coordination/Signatures Date: June 02, 2020 Daniel McIntyre, County Attorney Date: June 05, 2020 Mark Satterlee, Deputy County Administrator Page 53 of 417 FACILITIES USE AGREEMENT THIS AGREEMENT, made and entered into on this day of , 2020, by and between ST. LUCIE COUNTY, a political subdivision of the State of Florida, hereinafter referred to as "County", and MV CONTRACT TRANSPORTATION, INC., a Florida corporation, hereinafter referred to as "MV". WITNESSETH: WHEREAS, on May 19, 2020, the parties entered into a Transit Services Operations Contract pursuant to which MV will serve as the County's mass transit provider effective July 1, 2020, hereinafter referred to as the "Contract"; and, WHEREAS, the County is the owner of an intermodal transit facility for transit services at 725 Avenue D, Fort Pierce, Florida, hereinafter referred to as the "Facility;" and, WHEREAS, the County is willing to enter into this Facility Use Agreement, hereinafter referred to as "Agreement", with MV to permit MV to operate the facility in conjunction with its provision of mass transit services for the community. NOW, THEREFORE, in consideration of the mutual covenants and promises herein contained, the parties agree as follows: 1. SITE. The parties acknowledge and agree that the Facility to be occupied by MV shall consist of a building containing approximately 5,400 square feet with associated parking lot located at 725 Avenue D, Fort Pierce, Florida, as set out in Exhibit "A". 2. USE OF FACILITY. In consideration of the use of the Facility, MV shall provide transit services to County residents and shall use the Facility as a transfer facility for its transit operations, including but not limited to tickets sales, passenger waiting area, driver lounge, and bus parking. Subject to prior approval of the County Administrator, or his designee, MV may use the Facility for other community activities or events. MV's use of the Facility shall be subject to all federal, state, and local laws and regulations governing the County's mass transit system and the October 1, 2008 Grant Agreement (FTA G-18) between the United States of America Department of Transportation, Federal Transit Administration and the County, a copy of which is incorporated herein by reference. In the event the County desires to use or make the Facility available to other entities for other community activities or events during hours when the transit system is not operating, it shall provide a minimum of fifteen (15) days prior written notice to MV. During the period when the Facility is in use for such activities or events, MV shall have no responsibility for the operation and/or maintenance of the Facility, including but not limited to the provision of transit services originating or terminating at the Facility during such activities or events. In the event the County makes the Facility available to a third party, said third party shall 1 Page 54 of 417 indemnify, defend and hold MV, its officers, directors and employees harmless from any and all liability, loss, damage, costs, expenses, including, without limitation, attorneys' fees, on account of injury or damage to persons, firms or corporations or to property directly or indirectly arising out of or relating to the usage of the Facility, the performance or breach thereof, or the use or occupancy of the Facility by the third party, the third party's agents, servants, employees, exhibitors, independent contractors, patrons, guests or invitees; and in the event that suit shall be brought against MV, independently or jointly with the third party on account thereof, the third party shall defend any such suit or suits at the sole cost of the third party user; and in the event of final judgment being obtained against MV, either independently or jointly with the third party, then the third party shall pay such judgment immediately, with all interest and costs thereon, and shall hold MV harmless. 3. TERM. The term of this Agreement shall be for the period beginning on the date first written above and continuing through and including June 30, 2023, unless otherwise terminated as provided herein. MV shall begin providing transit services from the Facility on July 1, 2020. The term of this Agreement may be extended upon mutual agreement of the parties concurrent with the term of the Contract, as may be extended. 4. PERSONNEL. MV represents that it has, or will secure at its own expenses, all necessary personnel required to perform the services under this Agreement. All employees or volunteers employed by MV shall not be employees of or have any contractual relationship with the County. Each party shall designate a single point of contact for the administration of this Agreement. 5. INDEMNIFICATION AGAINST CLAIMS. MV is and shall be an independent contractor and operator, responsible to all parties for its acts and omissions and the County shall in no way be responsible for such acts or omissions. MV shall and will indemnify and hold harmless the County from and against any and all liability, claims, demands, damages, expenses, fees, fines, penalties, suits, proceedings, actions, and costs of actions, including reasonable attorney's fees of any kind and nature arising or growing out of or in any way connected with the use, occupation, management, or control of the Facility by MV or its agents, servants, employees, customers, clients, patrons, or invitees, arising out of or in any way connected with the operation or conduct of any business or businesses of MV or its agents, servants, employees, customers, clients, patrons, or invitees, whether in the Facility or surrounding area, or resulting from injury to person or property, or loss of life or property of any kind or nature whatsoever sustained during the term of this Agreement, in or about the Facility or surrounding area (except for injuries, damages, or claims which are the result of the primary negligence of the County and for which the County is legally, directly, and primarily liable). MV further agrees to undertake at its own expense, the defense of any action brought against the County claiming damages arising out of, in connection with, or by reason of MV's use of the Facility except that in the event the claim is finally determined to have arisen due to the sole negligence or acts of the County, the County agrees to reimburse MV for the actual expenses, including attorneys' fees, incurred by MV in defending the County. The County agrees to cooperate in any defense by MV. MV hereby acknowledges that the payments made under this Agreement include specific consideration for the indemnification provided herein. 6. NO LIEN CREATED. MV covenants and agrees that it has no power to incur any indebtedness giving a right to a lien of any kind or character upon the right, title and interest of the 2 Page 55 of 417 County in and to the Facility under this Agreement, and that no third person shall ever be entitled to any lien, directly or indirectly derived through or under the other party, or its agents or servants, or on account of any act or omission of any other party. All persons contracting with MV or furnishing materials or labor to MV, or to its agents or servants, as well as all persons whomsoever, shall be bound by the provision of the Agreement. 7. OPERATING COSTS. MV agrees promptly to pay when due all of its operating, maintenance and servicing charges and costs, including electricity, water and wastewater, telephone, and all other expenses incurred in the use and operation of the Facility. 8. REPAIRS AND MAINTENANCE. MV agrees at its expense to keep and maintain the Facility, including furnishings, fixtures and personal property in a good state of repair and condition. MV shall provide grounds maintenance and janitorial services for the Facility. MV agrees at its expense to make all routine repairs to the Facility, excluding structural and air conditioner repairs, and MV, at its expense, will keep the building interior, fixtures and equipment in a good state of repair, in good condition and at all times well painted. MV, at its expense, agrees to deliver to the County, upon the termination of this Agreement, the Facility in a good state of repair and condition, ordinary wear and tear, and damage by the elements or fire excepted. MV agrees that the County shall have the right to inspect the facility at any time provided reasonable notice is given to the MV. Except as otherwise provided herein, the MV shall, throughout the term of this Agreement, assume the entire responsibility and shall relieve the County from all responsibility for all routine repair and maintenance whatsoever to the Facility, and for all repairs necessitated by the action of the MV, or its agents, servants, employees, clients, customers, patrons, or invitees. The County shall be responsible for the maintenance and repair of the solar and cistern systems. MV shall keep the Facility at all times in a clean and orderly condition and appearance and all of MV's fixtures, equipment and personal property which are located on any part of the Facility which are open or visible to the general public shall likewise be so kept and maintained. In the event that MV fails in any material respect to so maintain, clean, repair, replace, or rebuild the Facility within a reasonable period of time or diligently to pursue to completion such repair, replacement, or rebuilding, then the County may at its option repair, replace, or rebuild all or any part of the Facility included in such notice, and cost shall be payable by MV immediately upon demand of the County. 9. ADDITIONAL COVENANTS OF MV. MV shall pay any and all taxes, assessments on its operation as well as on goods, merchandise, fixtures, appliances, equipment and property owned by it and located in the Facility. 10. INSURANCE. The Contractor shall provide insurance asfollows: A. Commercial General Liability: Coverage shall have minimum limits of $1,000,000.00 Per Occurrence and $2,000,000.00 aggregate for Bodily Injury Liability and Property Damage Liability. This shall include Premises and Operations; Independent Contractors; Products and Completed Operations and Contractual Liability and shall include waiver of subrogation. B. Business Auto Liability: Coverage shall have minimum limits of $1,000,000.00 Per Occurrence, Combined Single Limit for Bodily Injury Liability and Property Damage liability per 3 Page 56 of 417 accident. This shall include: Owned Vehicles, Hired and Non -Owned Vehicles and Employee Non - Ownership and shall include waiver of subrogation. Comprehensive and collision damage shall be required for Non -Owned vehicles on an actual cash value and may be self -insured by Contractor. C. Workers' Compensation: Insurance covering all employees meeting Statutory Limits in compliance with the applicable state and federal laws. The coverage must include Employers' Liability with a minimum limit of $500,000.00 for each accident or disease and shall include waiver of subrogation. D. Excess Liability: Excess liability coverage with a minimum limit of $5,000,000.00 per occurrence shall be required to respond as follow form over the Commercial General Liability Policy, the Business Auto Liability Policy and Employer Liability Policy and shall include waiver of subrogation. E. Special Requirements: St. Lucie County Government shall be listed as the Certificate Holder and included as an Additional Insured on the Comprehensive General Liability Policy and the Business Auto Liability Policy on a primary and non-contributory liability basis and the Business Auto Liability Policy on a primary and non-contributory liability basis. F. Current, valid insurance policies meeting the requirement herein identified shall be maintained by Contractor during the duration of this Contract. The Contractor shall provide County with certificates of insurance meeting the required insurance provisions. Renewal certificates shall be sent to the County prior to any expiration date. Contractor agrees the policies will not be canceled or allowed to expire until the greater of ten (10) days prior written notice, or in accordance with policy provisions. Contractor shall also notify County, in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation, non -renewal or material change in coverage or limits received by the Contractor from its insurer, and nothing contained herein shall relieve Contractor of this requirement to provide notice. G. Contractor, at Contractor's sole discretion, shall establish the insurance coverages required from each Subcontractor. Contractor shall endeavor to have each Subcontractor include the County as an additional insured on the Subcontractor's liability policies and to include a waiver of subrogation where possible. H. During the term of this Agreement, the County agrees to procure and pay for and at all times maintain fire and extended coverage on all real property with replacement cost coverage limits of not less than the replacement cost of the Facility as a result of a single occurrence. Proceeds from the fire and extended coverage on the real property and all personal property belonging to the County shall be payable to the County. i. Nothing in this Agreement shall be construed to affect in any way the County's rights, privileges, and immunities, including sovereign immunity as provided by law as set forth in Section 768.28, Florida Statutes. 11. DEFAULT; TERMINATION. 4 Page 57 of 417 A. FOR CAUSE. If MV defaults in the performance of any of the terms, covenants, or conditions of this Agreement, the County may terminate this Agreement upon not less than thirty (30) days' notice to MV on the date specified in said notice unless MV has cured the default or is in the process of curing the default. Otherwise, MV shall then quit and surrender the premises to the County. If this Agreement shall have been so terminated by the County, the County may at any time thereafter resume possession of the Facility by any lawful means. B. WITHOUT CAUSE. Either party may terminate this Agreement without cause upon thirty (30) days prior written notice to the other party. In the event the County terminates this Agreement, the County shall have the right to re-enter or repossess the property during the period of MV's right to use thereof, either by force, summary proceedings, surrender or otherwise, and dispossess and remove therefrom, MV or other occupants thereof, without being liable for any prosecution thereof and shall have the right to utilize the Facility as it determines to be in the best interests of the County. Should the County incur expenses in enforcing its rights hereunder, specifically including attorneys' fees and court costs (at the lower court and appellate levels), said expenses shall be borne by the MV. 12. DAMAGE OR DESTRUCTION. In the event of the damage or destruction of any of the improvements located on the subject property by fire or other casualty except theft, the County may, at its option, use the insurance proceeds for the purpose of rebuilding such facility. The County shall have the option of providing the funds necessary to rebuild the facilities in the event the insurance proceeds are not sufficient to rebuild the facility. 13. NON-DISCRIMINATION. MV for itself, successors in interest, and assigns, as a part of the consideration hereof, does hereby covenant and agree that no person on the grounds of race, color, national origin, sex, disability or age, shall be excluded from participation in, be denied the benefits of or otherwise be subjected to discrimination in the use of the facilities. 14. CONFLICT OF INTEREST. MV hereby represents and warrants that neither it nor any of its directors, officers, members, partners or employees has any interest nor shall they acquire any interest, directly or indirectly, which would or may conflict in any manner or degree with the performance or rendering of the services herein provided. MV further represents and warrants that in the performance of this Agreement, no person having such interest or possible interest shall be employed by it. No elected official or other officer or employee of the County of St. Lucie nor any person whose salary is payable, in whole or part, from County Treasury, shall participate in any decision relating to this Agreement which affects his/her personal financial interest or the financial interest of any corporations, partnership or association in which he/she is, directly or indirectly, interested nor shall any such person have any financial interest, direct or indirect, in this Agreement or in the proceeds thereof. 15. ASSIGNMENT. No party may assign their rights or obligations under this Agreement without the written consent of the other parties. If MV is a corporation, partnership or other type of business entity other than an individual, there shall be no transfer of control of the business entity without prior approval of the County, which approval shall not be unreasonably withheld. A transfer of control of business entity shall be deemed to occur when the owner(s) of more than fifty percent (50%) Page 58 of 417 of the proprietary interest in the business entity transfer, other than between themselves, their immediate families or their heirs, such proprietary interest to another person, firm, partnership, corporation or business entity. Any attempt to affect an assignment without the County's prior written consent shall be deemed a default under this Agreement. 16. ENTIRE AGREEMENT, This Agreement represents the entire understanding and Agreement between the parties with respect to the subject matter hereof, and supersedes all other negotiation, understandings, and representations (if any) made by and between such parties. 17. AMENDMENTS. The provisions of this Agreement may not be amended, supplemented, waived or changed orally, but only in writing signed by the party as to whom enforcement of any such amendment, supplement, waiver or modification is sought and making specific reference to this Agreement. 18. FURTHER ASSURANCES. The parties hereby agree from time to time to execute and deliver such further and other transfers, assignment and documents and do all matters and things which may be convenient or necessary to more effectively and completely carry out the terms of this Agreement. 19. BINDING EFFECT. All of the terms and provisions of this Agreement, whether so expressed or not, shall be binding upon, inure to the benefit of, and be enforceable by the parties and their respective legal representatives, successors and permitted assigns. 20. NOTICES. All notices, requests, consents and other communications required or permitted under this Agreement shall be in writing (including telex and telegraphic communication) and shall be (as elected by the person giving such notice) hand delivered by messenger or courier service, telecommunicated, or mailed (airmail if international) by registered or certified mail (postage prepaid), return receipt requested, addressed to: AS TO ST. LUCIE COUNTY: St. Lucie County Administrator 2300 Virginia Avenue Administration Annex Fort Pierce, FL 34982 Ac Tr) M\/- MV Contract Transportation, Inc. 2711 N. Haskell Avenue, Suite 1500 Dallas, Texas 75204 WITH A COPY TO: St. Lucie County Attorney 2300 Virginia Avenue Administration Annex Fort Pierce, FL 34982 or to such other address as any party may designate by notice complying with the terms of this Section. Each such notice shall be deemed delivered (a) on the date delivered if by personal delivery; (b) on the date telecommunicated if by telegraph, (c) on the date of transmission with confirmed answer back if 0 Page 59 of 417 by telex, and (d) on the date upon which the return receipt is signed or delivery is refused or the notice is designated by the postal authorities as not deliverable, as the case may be, if mailed. Whenever any party hereto is required to give its approval or disapproval to any matter contained herein, such approval or disapproval shall be given within twenty (20) days from receipt of written requests for approval or approval shall be deemed to be granted. 21. HEADINGS. The headings contained in this agreement are for convenience of reference only and shall not limit or otherwise affect in any way the meaning or interpretation of this Agreement. 22. PRONOUNS. In this Agreement, the use of any gender shall be deemed to include all genders, and the use of the singular shall include the plural, wherever it appears appropriate from the context. 23. SURVIVAL. All covenants, agreements, representations and warranties made herein or otherwise made in writing by any party pursuant hereto shall survive the execution and delivery of this Agreement and the consummation of the transactions contemplated hereby. 24. WAIVERS. The failure or delay of any party prior to a period which would constitute laches at any time to require performance by another party of any provision of this Agreement, even if known, shall not affect the right of such party to require performance of that provision or to exercise any right, power or remedy hereunder, and any waiver by any party of any breach of any provision of this Agreement should not be construed as a waiver of any continuing or succeeding breach of such provision, a waiver of the provision itself, or a waiver of any right, power or remedy under this Agreement. No notice to or demand on any party in any case shall, of itself, entitle such party to any other or further notice or demand in similar or other circumstances. 25. GOVERNING LAW; VENUE. This Agreement and all transactions contemplated by this Agreement shall be governed by, and construed and enforced in accordance with, the internal laws of the State of Florida without regard to principles of conflicts of laws. In the event it is necessary for either party to initiate legal action regarding this Agreement, venue shall be in the Nineteenth Judicial Circuit in and for St. Lucie County, Florida, for claims under state law and the Southern District of Florida for any claims which are justiciable in federal court. ATTEST: IN WITNESS WHEREOF, the parties have executed this Agreement on the day of , 2020. Deputy Clerk 7 BOARD OF COUNTY COMMISSIONERS ST. LUCIE COUNTY, FLORIDA BY: Chair APPROVED AS TO FORM AND Page 60 of 417 ATTEST: SECRETARY BY: CORRECTNESS: County Attorney MV CONTRACT TRANSPORTATION, INC. BY: CHIEF FINANCIAL OFFICER (SEAL) Page 61 of 417 r Luc a- AGENDA REQUEST 0 TO: Board of County Commissioners PRESENTED BY: Katherine Barbieri, Assistant County Attorney III SUBMITTED BY: County Attorney 8.B.4. RES-2020-116 CONSENT AGENDA - COUNTY ATTORNEY DATE: 6/16/2020 *RESOLUTION ITEM - BOARD APPROVAL QUASI-JUDICIAL ITEM? NO SUBJECT: Resolution No. 20-116 - Approving the issuance by the Housing Finance Authority of St. Lucie County of its Multifamily Housing Revenue Bonds BACKGROUND: The Housing Finance Authority of St. Lucie County, Florida (the "Authority") has authorized the initiation of official action to issue its Multifamily Housing Revenue Bonds, Series 2020 (Sands at St. Lucie Apartments) (the "Bonds") on behalf of SP Sands, LLC, a Florida limited liability company, to provide financing or refinancing for the acquisition, construction and equipping of a residential rental facility to be known as Sands at St. Lucie Apartments, to consist of approximately 320 units to be located at 2750 US Highway 1, Fort Pierce, Florida. The Authority conducted a public hearing on May 27, 2020, notice of which hearing was published on May 20, 2020, in the News Tribune and incorporated herein, for the purpose of considering the issuance of the Bonds by the authority in the aggregate principal amount not to exceed $38,000,000, in conformance with the requirements of Section 147(f) of the Internal Revenue Code of 1986, as amended. Said public hearing disclosed no reason why the Bonds should not be issued. PREVIOUS ACTION: N/A FINANCIAL IMPACT: N/A RECOMMENDATION: Staff recommends the Board adopt the resolution and authorize the Chair to sign the resolution. Page 62 of 417 COMMISSION ACTION: RESULT: MOVER: None SECONDER: None AYES: None NAYS: None EXCUSED: None Coordination/Signatures Date: June 02, 2020 Katherine Barbieri, Assistant County Attorney III Date: June 02, 2020 Daniel McIntyre, County Attorney Date: June 05, 2020 Mark Satterlee, Deputy County Administrator Page 63 of 417 RESOLUTION NO. 20-116 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF ST. LUCIE COUNTY, FLORIDA, APPROVING THE ISSUANCE BY THE HOUSING FINANCE AUTHORITY OF ST. LUCIE COUNTY OF ITS MULTIFAMILY HOUSING REVENUE BONDS, SERIES 2020 IN THE AGGREGATE AMOUNT NOT TO EXCEED $38,000,000 TO PROVIDE FUNDS TO FINANCE THE MULTIFAMILY RESIDENTIAL RENTAL HOUSING PROJECT FOR THE BENEFIT OF SP SANDS LLC, A FLORIDA LIMITED LIABILITY COMPANY, OR ITS AFFILIATE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the Housing Finance Authority of St. Lucie County, Florida (the "Authority") has authorized the initiation of official action to issue its Multifamily Housing Revenue Bonds, Series 2020 (Sands at St. Lucie Apartments) (the 'Bonds") on behalf of SP Sands, LLC, a Florida limited liability company, to provide financing or refinancing for the acquisition, construction and equipping of a residential rental facility to be known as Sands at St. Lucie Apartments, to consist of approximately 320 units to be located at 2750 US Highway 1, Fort Pierce, Florida; and WHEREAS, the Authority conducted a public hearing on May 27, 2020, notice of which hearing was published on May 20, 2020, in the News Tribune (a copy of which notice is attached hereto as Exhibit "A" and incorporated herein), for the purpose of considering the issuance of the Bonds by the authority in the aggregate principal amount not to exceed $38,000,000, in conformance with the requirements of Section 147(f) of the Internal Revenue Code of 1986, as amended. Said public hearing disclosed no reason why the Bonds should not be issued. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF ST. LUCIE COUNTY, FLORIDA: 1 Page 64 of 417 Section 1. This Resolution is adopted pursuant to the requirements of Section 147(f) of the Internal Revenue Code of 1986, as amended, and other applicable provisions of law. Section 2. The Board of County Commissioners (the 'Board") of St. Lucie County, Florida, hereby approves the issuance by the Authority of its not to exceed $38,000,000 Multifamily Housing Revenue Bonds (Sands at St. Lucie Apartments), Series 2020, to be issued in one or more series at one or more times pursuant to a plan of finance approved by the Authority. Section 3. Nothing contained in this consent and approval shall be deemed to create any obligation or obligations of St. Lucie County or the Board of County Commissioners. Section 3. This resolution shall take effect immediately upon its adoption. 2 Page 65 of 417 Passed and Adopted this 16th day of June, 2020, at a regular meeting called and held. (SEAL) ATTEST: WE Deputy Clerk ST. LUCIE COUNTY, FLORIDA By: Chairman, Board of County Commissioners APPROVED AS TO FORM AND CORRECTNESS: County Attorney Page 66 of 417 r Luc a- AGENDA REQUEST TO: Board of County Commissioners PRESENTED BY: JoAnn Riley, Property Acquisition Manager SUBMITTED BY: Property Acquisition Division 8.B.5. 2020-49908 CONSENT AGENDA - COUNTY ATTORNEY DATE: 6/16/2020 *ACTION ITEM - AGREEMENT SUBJECT: Revocable License Agreement - 10009 South Indian River Drive - Parcel ID 3529- 231-0006-000-5 - Proulx BACKGROUND: Mr. and Mrs. Proulx are requesting they be allowed to bore under South Indian River Drive to install a 3-inch PVC conduit sleeve. A single 1-inch conduit pipe and a 3/4-inch conduit pipe will be inserted into the 3-inch PVC conduit sleeve to install water and electric to the other side of the road. Mr. and Mrs. Proulx understand if the road is damaged caused by this installation they are responsible to repair the damage at their expense. PREVIOUS ACTION: N/A FINANCIAL IMPACT: N/A RECOMMENDATION: Staff recommends the Board approve the revocable license agreement, authorize the Chair to sign the agreement and direct Mr. and Mrs. Proulx pay to record the agreement in the official records of St. Lucie County, Florida. COMMISSION ACTION: RESULT: MOVER: None SECONDER: None Page 67 of 417 AYES: None NAYS: None EXCUSED: None Coordination/Signatures Date: June 04, 2020 Daniel McIntyre, County Attorney Date: June 05, 2020 Mark Satterlee, Deputy County Administrator Page 68 of 417 Saint Lucie County Property Appraiser Page 1 of I �}1CIE Saint Lucie County Property Appraiser N Michelle Franklin CFA (https://www.pasic.org/) 11, TWA IW I Y Ae- Yr L ti Click here for imer https://www.paslc.org/map/?ParcclID=3529-231-0006-000-5 4/28 (MP of 417 a— mm a2�ss�mm a.,. on�Ni•z, 0 0 V $ oH s�z�a M x ��m�p. fkkiv�?tmki. mg a a�o�5�ni�4gm mAa os'2^kfi¢m ?jm c M 'ai�i'oAg>� y=- -a NO ny <9oa�z $k "21 mo m � F y $ NORTH m0 Hi M.? k�ti m�?'O >Fri m�o9p a o='�) 0 tom k � z� Q A r A m�Zp, i� O�Sx���A�eOyma �r . m�ma����m�m���> �a 8 o"nz yy$c�o >Ar zA zMAtiFp "-m �rs1�~1�m�>To25 zaaxm�����gTN�'a�Z aomFJp imY�A i"�4N mmmamo�A`�$ z - m2NA m� as PREPARED FOR: PROULX 2 �'� g•��� h� A CC URI GHT LAND S UP VE YING, INC. _ 1501 DECKER AKNUE UNIT 419 - SMART, FLORIDA, 34994 OFF7CE PHONE NO. (772) 286-7694 - FAX NO. (772) 220-799J o LAND SURVEYING - CONSULTANTS - LAND PLANNERS - DESIGNERS Page 70 of 417 �T ..a fit ZY PC G Boring Machine and Crew. All work to be completed behind fence 58' 50' 3" Sch 40 pvc � pipe. 0 _ .. 'J to'. Page 71 of 417 This instrument prepared by: Victoria Mitchell under the direction of Daniel S. McIntyre, County Attorney 2300 Virginia Avenue Fort Pierce, FL 34982 REVOCABLE LICENSE AGREEMENT THIS AGREEMENT, made and entered this day of 2020, by and between ST. LUCIE COUNTY, a political subdivision of the State of Florida, (the "County") and CHARLES & CHRISTINA PROULX, whose address is 10009 South Indian River Drive, Fort Pierce, FL 34982 ("Owners"). WHEREAS, the Owners own the property described as follows: LOCATION: 10009 SOUTH INDIAN RIVER DRIVE TAX I.D. 3529-231-0006-000/5 WHEREAS, the Owners request to install a 3-inch missile bore starting 15 feet from the East side of Indian River Dive continuing underneath Indian River Drive to the West side,15 feet off the roadbed at a depth of 36 Inches. A 3-inch PVC conduit sleeve will be placed into the bore with a single 1-inch conduit pipe and a single %-inch conduit pipe inserted into the 3-inch PVC conduit sleeve. The 50ft conduit under the entire width of Indian River Drive will be used for electrical and water to the Owners dock. WHEREAS, the County is willing to permit the Owners to use South Indian River Drive right- of-way to install the 3-inch PVC conduit Sleeve and maintain the utility crossing subject to the terms and conditions set forth in this Revocable License Agreement. NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: The County agrees to grant the Owners a Revocable License Agreement for the installation of a 3-inch PVC sleeve under the South Indian River Drive right-of-way. The utility crossing will be the entire width of South Indian River Drive right-of-way. This Revocable License Agreement shall extend only to the above -referenced electrical and water crossing and shall not extend to the construction and/or installation of any additional structures or utilities. 2. The sole purpose of this Revocable License Agreement is to allow the Owners a means of providing electric and water between their property on the West side of South Indian 1 Page 72 of 417 River Drive and on the East side of South Indian River Drive to their dock. 3. Pursuant to the terms and conditions contained in this Agreement, the County authorizes the Owners to keep and maintain the PVC conduit pipes, which contains electrical and water service under South Indian River Drive. Any washouts or damage on the either side of the road caused by this installation of the conduit will be the responsibility of the Owners to repair. 4. The Owners are required to have a licensed driller install the utility crossing in accordance with Standard Specifications for Public Works Construction in St. Lucie County, Florida, and FDOT Standards, together with a Maintenance of Traffic Plan for approval priorto construction and provide notice to the County Engineer with a schedule for construction. 5. This Revocable License Agreement shall be binding on future successors and assignees of the Owners provided that Owners gives adequate notice to the County pursuant to Paragraph Twelve (12) of this Agreement. 6. The County shall have the right, at the sole discretion of the County Engineer, to terminate this Agreement with or without cause and require removal of the encroachment at the Owners' sole expense upon ninety (90) days written notice to the Owners. The County Engineer may, in lieu of termination, request that the Owners perform certain alterations to the utility encroachment at the Owners' sole expense. However, if such alteration is not performed to the satisfaction of the County Engineer, the County shall be entitled to exercise its right to terminate this Agreement. i. Upon the abandonment of the installation of the utility encroachment, the expiration of this Revocable License Agreement, or the revocation of this Revocable License Agreement, whichever occurs first, the Owners shall be responsible for the removal or plugging of the abandoned utility as directed by the County Engineer, consistent with the specifications of the County enforce at such time. 8. The term of this Revocable License Agreement shall begin on the date first above written and shall remain in effect unless otherwise revoked or abandoned as provided herein. 9. The Owners agree to relocate the referenced improvement, at any time and at no cost to the County, if necessary, for the maintenance or improvements of South Indian River Drive by the County. 10. The PVC conduit pipe, shall be constructed in accordance with all applicable building codes and permitting regulations of the County and shall be maintained solely at the expense of N Page 73 of 417 the Owners. Any maintenance activity will be subject to the written approval of the County Engineer. 11. The Owners agree to allow County employees access to the location of the utility service crossing for County purposes as determined by the County Engineer. 12. All notices, request and other communications dealing directly or indirectly with this license shall be in writing and shall be (as elected by the person giving such notice) hand delivered by messenger or carrier service, telecommunicated, or mailed by registered or certified mail (postage prepaid) return receipt requested, address to: As to County: With Copies to: County Engineer County Attorney Engineering Division 2300 Virginia Avenue, 3rd Floor 2300 Virginia Avenue, 2nd Floor Fort Pierce, FL 34982 Fort Pierce, FL 34982 As to Owner: Charles and Christina Proulx 10009 S. Indian River Drive Fort Pierce, FL 34982 or to such other address as any party may designate by notice complying with the terms of this section. Each such notice shall be deemed delivered (a) on the date delivered if by personal delivery, (b) on the date upon which the return receipt is signed or delivery is refused or the notice is designated by the postal authorities as not deliverable, as the case may be, if mailed. 13. The Owners shall indemnify and hold the County harmless from and against all claims, liability, demands, damages, expenses, fees, fines penalties, suits, proceedings, actions and costs of actions, including reasonable attorney's fees of any kind or nature arising or in any way connected with the use, occupation, management, or control of the above property by County or its' agents, servants, employees, patrons, or invitees, or resulting in injury to persons or property, or loss of life or property of any kind or nature whatsoever, sustained during Owners' use of the property. 14. The Owners shall promptly pay to record this Revocable License Agreement in the Official Records of St. Lucie County, Florida. The Owners shall pay any document excise taxes and the cost of recording this Revocable License Agreement. Page 74 of 417 IN WITNESS WHEREOF, the parties have executed this Agreement on the day and year above first written. ATTEST: DEPUTY CLERK WITNESS: Witness :3Ya0 !'T ✓1GwtU Witness (Print Na Witness z 1v Witness (Print Name) STATE OF FLORIDA COUNTY OF ST. LUCIE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS CHAIR APPROVED AS TO FORM AND CORRECTNESS: COUNTY ATTORNEY f a Charles Proulx Christii4a Proulx The foregoing instrument was acknowledged befQre me this J1 day of 2020, by Charles and Christina Proulx who produced (type of identification) as identification. WITNESS my hand and official seal, this — ' Notary Seal O�Ppy pV ��i IDAL I NE RODRIGUEZ VAZQUEZ _2 Notary Public State of Florida' =* *_ Commission # GG 341795 My Commission Expires 4 June:04L2023 of ► —,A.D., 2020. Signature 0 Notary Public Page 75 of 417 8.C.1. RES-2020-123 CONSENT AGENDA- �o [LUC�� ENVIRONMENTAL RESOURCES Q _7 AGENDA REQUEST DATE: 6/16/2020 m* PU22) 06, � y *RESOLUTION ITEM - BOARD APPROVAL QUASI-JUDICIAL ITEM? NO TO: Board of County Commissioners PRESENTED BY: Sandra Bogan, Enviromental Education & Outreach Manager SUBMITTED BY: Environmental Resources SUBJECT: Budget Resolution — NAAEE/ NOAA-21st Century Community Learning Centers Watershed STEM Education Partnership Grant BACKGROUND: In alignment with the County's Strategic Objective to continue to foster partnerships on projects to support and improve healthy ecosystems and ensure an eco-aware citizenship, St. Lucie County's Environmental Resources Department applied and has been awarded the North American Association of Environmental Educators' (NAAEE) NOAA- 21st Century CCLC Watershed STEM Education Partnership Grant. This grant will support the Oxbow Eco-Center's educational efforts, while helping to reduce inequities in accessibility to environmental youth education. This will be the first year of a $89,870.00 grant over a 2-year timeframe. This grant will form a strong partnership between 21st Century Community Learning Centers, the Environmental Resources Department, Florida Sea Grant, and Florida Atlantic University through collaboration and development of new programing and services for eight 21stCCLC sites in St. Lucie County. Major elements include: watershed education with a special focus on local wildlife, place based environmental curriculum development including STEM activities and citizen science projects, a pilot program integrating watershed education into afterschool curriculum, and afterschool teacher trainings. The target audience includes K-8 students, with a focus on underserved populations. PREVIOUS ACTION: N/A FINANCIAL IMPACT: Page 76 of 417 This budget amendment will result in a positive impact to general operating funds of $89,870.00. Total project cost is $89,870.00; the grant requires no match. Funds will be available in 001620-7912-331393- 790000. RECOMMENDATION: Staff recommends the Board approve acceptance of the NAAEE/ NOAA-21st Century Community Learning Centers Watershed STEM Education Partnership Grant funding; approve attached budget resolution; and authorize the Chair to sign documents as approved by the County Attorney. COMMISSION ACTION: RESULT: MOVER: None SECONDER: None AYES: None NAYS: None EXCUSED: None Coordination/Signatures Date: May 28, 2020 Amy Griffin, Environmental Resources Director Date: May 28, 2020 Jennifer Hill, Office of Management & Budget Director Date: May 28, 2020 Daniel McIntyre, County Attorney Date: May 28, 2020 Mark Satterlee, Deputy County Administrator Page 77 of 417 Page 78 of 417 eeBLUE Environmental literacy for a blue planet v naaee North American Association for Environ ® Subaw St. Lucie S. SUBRECIPIENT NAME St. Lucie County Environmental Resources Department- The Oxbow Eco-Center 7. PERSON AUTHORIZED TO SIGN ON BEHALF OF SUBRECIPIENT St. Lucie County Board of County Commissioners Cathy Townsend Chair 2300 Virginia Ave. Fort Pierce, FL 34982 Tele: (772) 462-1407 Email: TownsendC@stlucieco.org 9. TOTAL NAAEE AWARD 1 10. TOTAL FED. FUNDS $89,870.00 $89,870.00 13. SUBRECIPIENT INDIRECT COST RATE TERMS 0% m ental Education 1 and Agreement 3. NAAEE UNIQUE ENTITY IDENTIFIER with (DUNS #) County et al. 804503993 6. SUBRECIPIENT PROGRAMMATIC CONTACT Natalie Frendberg, M.Ed. 1. FEDERAL AWARD ID 2. PROJECT NAME: NUMBER: NOAA-21st Century Community NAI8SEC0080002- Learning Centers Watershed STEM Education Partnership Grants 4. SUBRECIPIENT UNIQUE ENTITY IDENTIFIER (DUNS #) 072215403 8. NAAEE CONTACT INFORMATION North American Association for Environmental Education Judy Braus Executive Director 1725 DeSales St. NW, Suite 401 Washington, D.C. 20036 Tel:202-419-0412 Fax: 202-419-0415 Email: jbraus@naaee.org 11. TOTAL NON -FED. FUNDS 12. MATCH REQUIREMENT $0 $0 14. PERIOD OF PERFORMANCE June 1, 2020-Dec 31, 2021 15. SUBRECIPIENT REPORTING DUE DATES REPORT NAME REPORTING DEADLINE (RANGE OF WORK PERFORMED) Year 1 Interim Report September 30, 2020 (June 1-August 31, 2020) Year 1 Final Report March 31st, 2021 (September 1, 2020-February 28, 2021) Year 2 Interim Report September 30, 2021 (March 1, 2021-August 31, 2021) Year 2 Final Report December 31, 2021 (September 1, 2021-December 31, 2021) Final Project Report March 1st, 2022 16. TABLE OF CONTENTS APPENDIX I DESCRIPTION A Additional Terms and Conditions B Year 1 21CCLC Work Plan C Year 1 21CCLC Budget 17. NOTICE OF AWARD North American Association for Environmental Education (NAAEE) agrees to provide the funding indicated in item 9 through the partnership to the Subrecipient for the purpose of satisfactorily performing the work described in Appendix B and incorporated into this subaward agreement by reference. The project must be completed, with all NAAEE funds spent during the period of performance as set forth above in item 14. I Page 79 of 417 A. NAME AND TITLE OF AUTHORIZED SUBRECIPIENT SIGNER (Type or D. NAME AND TITLE OF NAAEE AWARDING OFFICIAL Print Cathy Townsend, Chair cud y Braus B. SUBRECIPIENT SIGNATURE C. DATE E. NAAEE SIGNATURE F. DATE 18. FUNDING SOURCE INFORMATION/FEDERAL AND NON-FEDERAL 19. FEDERAL AWARD DATE TO NAAEE: National Oceanic and Atmospheric Administration September 6, 2018 20. CFDA 11.008, NOAA Mission -Related Education Awards Page 80 of 417 Appendix A: Additional Terms and Conditions A. General Terms This agreement is provided by NAAEE through its cooperative agreement (Federal Award Identification Number: NAI8SEC0080002-1) with the National Oceanic and Atmospheric Administration (the agency), the terms of which are hereby incorporated by reference. This agreement is also subject to 2 C.F.R. Part 200, as applicable. Subrecipient shall comply with all federal/state/local laws and regulations applicable to the Project being performed under this Agreement. Should Subrecipient fail to comply, NAAEE, in its sole discretion, may terminate the Agreement or withhold payment based upon the severity of the violation. B. Reporting The Subrecipient agrees to deliver the following reports to the NAAEE as specified below: 1. An interim progress report using the Microsoft Word reporting template provided by NAAEE, by the date indicated on page 1. 2. A final progress report using the Microsoft Word reporting template provided by NAAEE, by the date indicated on page 1. In addition to the foregoing, NAAEE, at any time before closeout of this agreement, may reasonably request additional reports necessary for NAAEE to perform its obligations under its cooperative agreement with the Federal government. C. Payment For satisfactory performance of work completed in accordance with the approved scope of work and applicable research standards, NAAEE agrees to pay Subrecipient the amount specified in item 9 of the subaward agreement as reimbursement for costs compliant with the cost principles of 2 C.F.R. 200 Subpart E, as set forth herein, and detailed in Appendix C. All payments under this agreement will be made in the form of checks payable to the address indicated on official Subrecipient invoices. Subrecipient must submit monthly reimbursement requests to NAAEE. All such requests must be sent by an authorized individual using Subrecipient's standard invoice and project detail generated by its accounting system. Separate subtotals must be provided in the following classifications for the federal and match portions of the budget: Salary, Fringe (benefits), Travel, Supplies, Equipment, Contracts, Other, and Indirect Costs. Page 81 of 417 NAAEE prefers electronically submitted reimbursement requests, in a PDF format. Subrecipient agrees to send all reimbursement requests to the Project Manager, T'Noya Thompson (tnoya@naaee.org). If electronic submissions are not possible, invoices may be mailed to the NAAEE address listed on this Agreement. Upon submission and acceptance by NAAEE of reimbursement requests NAAEE will reimburse Subrecipient for any allowable expenses. Allowable costs under this agreement shall be determined in accordance with a) the cost principles of 2 C.F.R. Part 200 Subpart E, and b) the terms of this agreement described this appendix. NAAEE will retain 5% of the project budget, as reasonably determined in NAAEE's sole discretion, until receipt and acceptance of all deliverables and the final reimbursement request. D. Modifications By mutual agreement, the Subrecipient and NAAEE may make changes to the Project and to the terms of this Agreement. Any such changes shall be proposed n the form of a written email to NAAEE. Subrecipient agrees to consider all modifications and corrections to the work product requested by NAAEE, without additional compensation, so long as the requested modifications and corrections fall within the scope of activities described in this Agreement. Subrecipient is responsible for including in any agreements with its Subrecipients any clauses and provisions necessary to fulfill Subrecipient's obligations under this agreement. The Subrecipient may not assign, transfer or subcontract any part of this Agreement, any interest herein or claims hereunder, without the prior, written approval of NAAEE. E. Record Retention and Audits Subrecipient shall maintain all records connected with this Agreement for a period of at least three (3) years following the date of final payment or the close-out of all pending matters or audits related to this Agreement, whichever is later. NAAEE and/or authorized federal officials, or their designees, shall have access to such records upon request. By signing this Agreement, Subrecipient understands that if it receives an aggregate of $750,000 or more from all Federal sources in a fiscal year, it is subject to and must comply with the annual audit requirements detailed in Subpart F—Audit Requirements, Part 200 of Title 2 of the CFR. M Page 82 of 417 F. Monitoring Requirements NAAEE shall consider and Subrecipient shall cooperate with NAAEE with respect to the following monitoring tools as options to ensure proper accountability and compliance with program requirements and achievement of performance goals, including, but not limited to,: 1. Providing Subrecipient with training and technical assistance on program -related matters; and 2. Performing on -site reviews of the Subrecipient's program operations; 3. Arranging for agreed -upon -procedures engagements as described in §200.425 Audit services. 4. Consider whether the results of the Subrecipient's audits, on -site reviews, or other monitoring indicate conditions that necessitate adjustments to the pass -through entity's own records. 5. Consider taking enforcement action against noncompliant subrecipients as described in §200.338 Remedies for noncompliance of this part and in program regulations. G. Representations & Certifications The Subrecipient certifies that neither it nor any person to be paid from funds under this Agreement is delinquent in the repayment of any federal debt. The Subrecipient certifies that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily excluded from participation in this transaction by any federal department or agency. H. Civil Rights and Equal Employment Opportunity The Subrecipient shall comply with the Age Discrimination Employment Act of 1967 as amended, Titles VI and VII of the Civil Rights Act of 1964 as amended and, Executive Order 11246 entitled Equal Employment Opportunity as amended by Executive Order 11375, and certifies that it has a valid Assurance of Compliance on file. I. Sex Discrimination The Subrecipient shall comply with Section 901 of Title IX of the Education Amendments of 1972 as amended. J. Age Discrimination Page 83 of 417 The Subrecipient shall comply with the Age Discrimination Act (42 USC 6101 et seq.) of 1975 as amended. K. Protection of Human Participants If human participants are used in the conduct of the work supported by this agreement, the Subrecipient agrees to comply with the applicable federal laws, regulations, and policy statements issued by DHHS in effect at the time the work is conducted, including but not limited to Section 474(a) of the PHS Act, implemented by 45 CFR Part 46 as amended or updated and provide to NAAEE a copy of Subrecipient's compliance documentation. L. Combating Trafficking in Persons As prescribed in 2 CFR 175, the Subrecipient shall comply with the clause Combating Trafficking in Persons (Aug 2007). M. Rehabilitation Act of 1973 The Subrecipient shall comply with Section 503 of the Rehabilitation Act of 1973 (Public Law 93- 112 and 29 USC 794) as amended. N. Affirmative Action for Disabled Veterans and Veterans of the Vietnam Era The Subrecipient shall comply with Public Laws 92-540 and 93-508, Executive Order 11701, and the regulations of the Secretary of Labor (41 CFR part 60-250) in promoting employment opportunities for disabled and Vietnam veterans. O. Lobbying Subrecipient certifies, to the best of its knowledge or belief, that: 1. No federal appropriated funds have been paid or will be paid, by or on behalf of the Subrecipient, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. 0 Page 84 of 417 2. If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federally -funded Agreement, the Subrecipient shall complete and submit Standard Form LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 3. The Subrecipient shall require that the language of this certification be included in the award documents for all sub awards at all tiers (including subcontracts, sub grants, and contracts under grants, loans, and cooperative agreements) and that all Subrecipients shall certify and disclose accordingly. 4. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Execution of this Agreement constitutes certification by Subrecipient as imposed by section 1352, title 31, US. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. P. Rights in Data and Materials Pursuant to the limitations, obligations and rights of NAAEE and the sponsor, as set forth in Section Q below, the Subrecipient holds all rights, title and interest in the data and works it creates in the performance of this Agreement. Subrecipient hereby grants to NAAEE, to the extent necessary to fulfill their obligations to the sponsor, license to reproduce, translate, publish, use and dispose of, and to authorize others to do so, all data collected. As used in this clause "data collected" means the original records of scientific and technical data collected during the performance of the Project by the Key Personnel or other persons working on the project. Data collected includes, but is not limited to, notebooks, drawing, lists, specifications, and computations. Q. Patents and Copyrights The Federal agency has the right to reproduce, publish, use, and authorize others to use copyrighted works developed under this assistance agreement for Federal purposes. Examples of Federal purpose include, but are not limited to: (1) Use by the agency and other Federal employees for official Government purposes; (2) Use by Federal contractors performing specific tasks for the Government; (3) Publication in the agency's documents provided the document does not disclose trade secrets (e.g. software codes) and the work is properly attributed to the 7 Page 85 of 417 recipient through citation or otherwise; (4) Reproduction of documents for inclusion in Federal depositories ; (5) Use by State, tribal and local governments that carry out delegated Federal environmental programs as "co - regulators" or act as official partners with the agency to carry out a national environmental program within their jurisdiction; (6) Limited use by other grantees to carry out Federal grants provided the use is consistent with the terms of the agency's authorization to the grantee to use the copyrighted material. The determination of the rights of ownership and disposition of inventions resulting from the performance of the Project under this Agreement shall be in accordance with 37 CFR Part 401, "Rights to Inventions Made by Nonprofit Organizations and Small Business Firms under Government Grants, Contracts and Cooperative Agreements. The Subrecipient hereby grants to NAAEE a royalty -free, non-exclusive and irrevocable license to practice any know-how or invention delivered or developed by Subrecipient under this Agreement and to use any copyrighted material (including computer programs), for the purpose of education and research and to the extent required to meet NAAEE's obligations under its agreement the Federal agency. R. Publications Notwithstanding any other term herein, during the term of this agreement, the Subrecipient may publish the results of the Project only with the prior written approval of NAAEE. Upon prior written approval and with respect to any publication after the term of this agreement, the Subrecipient agrees to include the following statement in all materials resulting from the Project, except scholarly articles or papers published in peer -reviewed journals: "This publication was developed under Assistance Agreement No. NA18SEC008000-1 awarded by the National Oceanic and Atmospheric Administration and North American Association for Environmental Education (NAAEE). It has not been formally reviewed by NOAA or NAAEE. The views expressed in this document are solely those of the Subrecipient and neither NOAA nor NAAEE endorse any products or commercial services mentioned in this publication." S. Independent Contractor In the performance of the Project hereunder, Subrecipient shall be an independent contractor and not an employee of NAAEE. Subrecipient is not an agent of, or authorized to transact business, enter into agreements, or otherwise make commitments on behalf of NAAEE. T. General Release Page 86 of 417 Subrecipient's acceptance of payment of the final invoice under this Agreement shall release NAAEE from all claims of the Subrecipient, and from all liability to the Subrecipient concerning the Project, except where such claims or liabilities arise from any negligent act, error or omission of NAAEE. U. Publicity Neither the Subrecipient nor NAAEE shall make use of this Agreement, or use the other's name or that of any member of the other's staff for publicity, advertising or other commercial purposes without prior written approval of the other party. This restriction shall not apply to publicly available documents available that identify the existence of the agreement. Any use of the NOAA logo should be accompanied with a statement indicating that "This publication was developed under Assistance Agreement No. NA18SEC0080002-1 awarded by the National Oceanic and Atmospheric Administration. It has not been formally reviewed by NOAA. The views expressed in this document are solely those of the Subrecipient and NOAA does not endorse any products or commercial services mentioned in this publication." V. Indemnification To the extent permitted by the laws of the state in which the Subrecipient exists, the Subrecipient shall hold NAAEE harmless from and shall indemnify NAAEE for any and all claims, demands, and actions based upon or arising out of any activities, services performed, or work done by Subrecipient or its employees or agents under this Agreement, and shall defend any and all claims or demands. To the extent permitted by the laws of the state in which the Subrecipient exists, the Subrecipient shall indemnify, save and hold harmless NAAEE and the federal government and its representatives against any liability resulting from any willful or intentional violation by the Subrecipient arising out of any services performed under this Agreement. W. Insurance Requirements By signing this Agreement, Subrecipient agrees to maintain in force for the duration of this Agreement the following kinds and amounts of insurance or kinds and amounts of insurance as set by the state in which the Subrecipient exists: 1. Worker's compensation insurance meeting all federal and state laws that are applicable to the work being performed with statutory limits and employer's liability insurance with limits of at least $100,000. If the Subrecipient is a sole proprietor and not subject to state 9 Page 87 of 417 and federal worker's compensation laws, NAAEE waives this requirement in exchange for the Subrecipient's agreement to release and hold NAAEE harmless from any and all claims that normally would have been covered by a comprehensive worker's compensation policy. 2. Comprehensive general liability insurance coverage for bodily injury liability, broad form property damage liability, contractual liability, naming NAAEE as an additional insured with limits of at least $1,000,000 for each occurrence. Completed operations insurance shall be maintained for a minimum period of three years following termination of this Agreement. Any exclusion limiting cross liability in the insurance policy contract shall be eliminated. The insurance maintained by Subrecipient shall be considered to be primary for the acts, errors and omissions of the Subrecipient. Subrecipient agrees to provide NAAEE upon NAAEE's request a certificate of insurance substantiating Subrecipient's compliance with the levels and kinds of required insurance. Such certificate of insurance shall provide for a minimum of 30 days notice to NAAEE prior to cancellation or non -renewal of any required insurance. X. Freedom of Information Act Requests Should NAAEE or the sponsor require, under the revised Freedom of Information Act (FOIA) that NAAEE provide data collected or created under this Agreement, the Subrecipient shall provide to NAAEE data and/or information necessary to respond to NAAEE or the sponsor's request. If such data is requested solely in response to a FOIA request, the Subrecipient may charge NAAEE a reasonable fee equaling the full incremental cost of obtaining the data. Y. Severability The terms of this Agreement are severable such that if any term or provision is declared by a court of competent jurisdiction to be illegal, void, or unenforceable, the remainder of the provisions shall continue to be valid and enforceable. Z. Non -Waiver The delay or failure of either party to exercise any of its rights under this Agreement for a breach thereof shall not be deemed to be a waiver of such rights, nor shall the same be deemed to be a waiver of any subsequent breach, either of the same provision or otherwise. AA. Termination 10 Page 88 of 417 1. Either Party may terminate this Grant Agreement by written notice to the other Party for any reason by providing thirty (30) days' prior written notice to the other Party. NAAEE shall have the right to terminate this Agreement in whole or in part at any time, if the sponsor issues an early termination under the funding agreement(s) covering all or part of the Project at issue hereunder. 2. Upon the occurrence of any of the following enumerated circumstances, NAAEE may terminate this agreement, or any portion thereunder, for default effective upon receipt by Subrecipient of NAAEE's written notice of termination, or as otherwise specified in the notice of termination: a. Subrecipient is adjudged or becomes bankrupt or insolvent, is unable to pay its debts as they become due, or makes an assignment for the benefit of its creditors; or, b. Subrecipient voluntarily or involuntarily undertakes to dissolve or wind up its affairs; or, c. In the event of suspension or debarment by the Federal government of the Subrecipient; or, d. In the event of any breach of a material requirement of this agreement; or, e. In the event NAAEE learns that Subrecipient has an organizational conflict of interest, or any other conflict of interest, as determined in the sole discretion of NAAEE, that NAAEE believes cannot be mitigated; or, f. After written notice and a reasonable opportunity to cure the perceived non- compliance with any material term of this agreement. The cure period shall be considered the timeframe specified by the Federal government, if any, minus one (1) to five (5) days or as agreed upon by the Parties in writing, or if no time is specified by the Federal government, ten (10) days or as otherwise agreed upon by the Parties. Within this time period the Subrecipient shall, as determined by NAAEE, (a) satisfactorily demonstrate its compliance with the term(s) originally believed to be in non-compliance; or (b) NAAEE, at its sole discretion, may determine that Subrecipient has satisfactorily demonstrated that reasonable progress has been made so as not to endanger performance under this agreement. 3. In the event of termination of this agreement prior to completion, Subrecipient shall immediately (unless otherwise directed by NAAEE in its notice if NAAEE initiated the termination) undertake all reasonable steps to wind down the Project cooperatively with NAAEE, including but not limited to the following: 11 Page 89 of 417 a. Stop any portion of the Project that is incomplete (unless work to be completed and a different date for termination of Project are specified in NAAEE's notice). b. Place no further work orders or enter into any further subawards or contracts for materials, services or facilities, except as necessary to complete work as specified in NAAEE's notice. c. Terminate all pending work orders, subawards, and contracts for Project that has not yet commenced. d. With the prior written consent of NAAEE, promptly take all other reasonable and feasible steps to minimize and/or mitigate any damages that may be caused by the failure to complete the Project, including but not limited to reasonable settlements of any outstanding claims arising out of termination of work orders, subawards, and contracts. e. Deliver or make available to NAAEE all data, drawings, specifications, reports, estimates, summaries, and such other information and material as may have been accumulated by Subrecipient under this agreement, whether completed or in progress. f. Return to NAAEE any unobligated portion of the agreement. 12 Page 90 of 417 Appendix B: Page 91 of 417 St Lucie Watershed and Wildlife Program Proposal The Oxbow Eco-Center, St. Lucie County Environmental Resources Department Importance and Relevance to Program Goals Utilization of STEM curricula and promotion of student interest in STEM careers: Through the `St. Lucie Watershed and Wildlife' afterschool program, students will gain knowledge of local watersheds, recognize human impacts on watersheds and wildlife, engage in a citizen science program, and skype local scientists to develop interest in STEM careers. Ultimately, students will recognize how watersheds inherently connect both human and wildlife communities. Students will build their knowledge of wetlands and watersheds through vetted interactive STEM activities. Skills including observing, classifying, measuring, predicting, inferring and communicating will be developed by hands-on activities relating to biology, chemistry, and mathematics. Topics will include physical and chemical properties of water, aquatic habitats, wildlife adaptations, estuaries, aquatic food webs, and pollutants such as microplastics and fertilizers. After building a foundational understanding of watershed and ecological concepts during the first semester of the program, students will undertake place -based learning projects. Students will collaborate with scientists and be allotted a monetary budget to complete an ecological watershed project in their school or community. Support of students' knowledge, skills, attitudes, and motivations to protect and restore watersheds: The `St. Lucie Watershed and Wildlife' program will highlight wetland wildlife species to engage students and increase awareness concerning the health of local watersheds. Students will learn about unique and intriguing local wildlife and their habitats, the importance of water quality, and recognize the value of watershed stewardship. Students will participate in role-play activities to develop personal connections to watersheds, an appreciation for wetland wildlife and positive attitudes towards natural resources. Effective social -emotional learning strategies will be incorporated into lessons to integrate youth voices, empowerment and opportunities for student reflection. Upper elementary and middle school students will recognize their ability to make a difference by planning and executing projects in their school or community. Projects will have positive impacts on the local watershed, can be done from the school setting, and can be completed within the grant time frame. Projects could include: installing a rain garden, habitat restoration in a wetland on their school's property, a clean-up day at school, an advocacy campaign to teach others. Groups will be partnered with scientists recommended by the local Florida Sea Grant office to guide their projects. 21ST CCLC program and site objectives addressed: Objectives of the Florida 21 st CCLC program to be addressed by the proposed `St. Lucie Watershed and Wildlife' afterschool program include: • providing opportunities during non -school hours for academic enrichment, including providing tutorial services to help students, particularly students who attend low -performing schools to meet the challenging State academic standards; • offering students a broad array of additional services, programs and activities during non -school hours such as youth development activities, service learning, physical fitness and wellness programs, technology education programs, environmental literacy programs, mathematics, science, career and technical programs. Additionally, St. Lucie 21 st CCLC sites are currently funded by grants emphasizing science standards education and project -based learning. The proposed 'St. Lucie Watershed and Wildlife' program aligns with these goals while focusing on environmental education and STEM watershed education. Page 92 of 417 Need for Program Implementation: St. Lucie County is located in south-central Florida, encompassing 688 square miles and including 21 miles of Atlantic coastline. The Indian River Lagoon, one of the most diverse estuaries in the nation, runs along its entire eastern border. It is also home to the wild and scenic St. Lucie River, which boasts more species of fish than any river in the state. These local waterways were dramatically altered when the C-44 canal was completed in 1928, connecting Lake Okeechobee to the south fork of the St. Lucie River. The St. Lucie River and Indian River Lagoon now experience excessive influxes of freshwater from Lake Okeechobee and extreme nutrient runoff from suburban and agricultural areas, resulting in periods of high turbidity, low salinity, algae blooms and die -off events. According to the most recent Indian River Lagoon Health Update by the Florida Marine Resources Council, the region was rated 'very poor' in terms of habitat quality and 'average' in terms of water quality. The 'St. Lucie Watershed and Wildlife' afterschool program will increase student knowledge of southeast Florida's watersheds and waterways, leading to greater awareness and stewardship. St. Lucie students experience high poverty levels; one in five families is classified as food insecure and approximately 16.6 percent of the population lives below the poverty line according to Data USA. All public schools in St. Lucie County are classified as Title 1 schools. This program will reach both elementary and middle school students. State -mandated testing reveals only 46% of 5th and 48% of 8th grade students passing science standards in 2019. The St. Lucie Public Schools' 21 st CCLC program is designed for academically low -achieving students, and the `St. Lucie Watershed and Wildlife' afterschool program will deliver vetted STEM lessons to these students and increase engagement with state science standards and benchmarks. Opportunities for student interaction with NOAA or other STEM subject matter expert(s): The 'St. Lucie Watershed and Wildlife' afterschool program will partner with Florida Sea Grant's local extension office. Florida Sea Grant is supported by the Florida Board of Education, the National Oceanic and Atmospheric Administration, and Florida's citizens and governments. Their extension, education and outreach programs are in partnership with OF/IFAS Extension and coastal counties of Florida. Florida Sea Grant will assist in utilizing NOAA Education Resources, sharing STEM lessons, and recruiting local scientists to engage with students on watershed topics and STEM careers. Scientists will serve as subject matter experts and mentors for student groups and Watershed Stewardship Projects. During 21 st CCLC staff and teacher trainings, local wildlife experts from such organizations as the Florida Fish & Wildlife, NOAA Fisheries, Inwater Research Group, and/or the Manatee Observation and Education Center will highlight ecological concepts. Creation of lasting collaborations between partners: The Oxbow Eco-Center has well -established, collaborative partnerships with our local school district, regional environmental education centers and area non-profit organizations that support youth. Funding through the Watershed STEM Education Partnership Grant will allow us to build upon and strengthen partnerships, especially with 21 st Century Schools, NOAA scientists and education specialists and others, including Florida Atlantic University and Florida Sea Grant. The prospects for advancing/evolving these partnerships are excellent, as are future collaborations. Proiect Detail and Technical Merit Integration of NOAA Meaningful Watershed Educational Experience: The 'St. Lucie Watershed and Wildlife' program will include a variety of age -appropriate STEM lessons, project and place -based learning, and immersive indoor and outdoor activities. Watershed concepts will be introduced and strengthened through guided and independent research. Role-play, models and field studies will highlight interactions between natural systems (e.g. wildlife, plants, and water cycle) and social systems (e.g. communities, transportation systems, and schools). Page 93 of 417 1. Meaningful Watershed Educational Experiences for Students • Issue definition and background research: The 'St. Lucie Watershed and Wildlife' program will include age -appropriate classroom instruction, the collection of data, conducting experiments, talking to experts and reviewing credible publications. Upper level students will also conduct independent research and take part in genuine project -based learning. • Outdoor field activities: Nearly each of the lessons presented during the program will have an outdoor component. Interactive watershed and groundwater models, role-playing activities, wildlife and habitat observations, and food web and ecosystem simulation games are just a few of the activities that will take place out-of-doors. • Stewardship action projects: Students will identify actions to address plastic pollution and understand the value of those actions by writing letters to elected officials or corporate entities and/or creating awareness posters. Other stewardship activities include participation in citizen science projects such as NOAA's Marine Debris Citizen Science Project. • Synthesis and conclusions: Students will be provided opportunities to synthesize and communicate results and conclusions of their investigations and projects to external audiences such as other classrooms, parents, and peers in coordination with the 21st CCLC program. 2. Support for Meaningful Watershed Educational Experiences with Students • Teacher participation for the duration of the MWEE: To support student learning, 21 st CCLC teachers will gain knowledge of environmental issues and watershed concepts, skill in connecting these issues to the curriculum, and competency in environmental education pedagogy, including the ability and confidence to teach outdoor lessons and lead students in critical thinking about environmental issues. This will be accomplished via comprehensive training in STEM watershed education, expoure to watershed education resources, and an overview of all components of the 'St. Lucie Watershed and Wildlife' program. • Integration with classroom curriculum: A goal of the 'St. Lucie Watershed and Wildlife' program is to engage students with state standards in a manner that may not always be possible in the traditional classroom. Each unique lesson addresses science and math standards, leading to increased student time focused and engaged with the standards. • Use of the local context for learning: The 'St. Lucie Watershed and Wildlife' program will highlight local wildlife and environmental issues in the watershed where students live and attend school. The concepts, activities and projects will collectively develop students' connection to their local environment. • Experiences are a set of activities over time: Program components will include instructional time, time for reflection, and include all students and their various learning styles. Indoor and outdoor lessons are designed to build upon each other, creating a cohesive learning effect over the course of the program and a meaningful watershed educational experience. Page 94 of 417 • Includes NOAA assets, including personnel and resources: This program uses NOAA resources throughout, including lesson plans and activities, online tools and games, and a partnership with Florida Sea Grant in which local scientists serve as subject matter experts in students' Watershed Stewardship Projects. 3. Teacher Professional Development for Meaningful Watershed Educational Experiences • Increases teachers' knowledge and awareness of environmental issues: Teachers involved in the `St. Lucie Watershed and Wildlife' program will complete a comprehensive training including watershed, ecosystem and wildlife concepts including STEM practices. They will be introduced to and utilize NOAA and other relevant environmental education resources and curricula relating to watersheds. Teachers will demonstrate environmentally responsible attitudes and behaviors to students in all aspects of the program. • Models environmental education pedagogy: Teachers will demonstrate environmentally responsible attitudes and behaviors to students while leading hands-on, place -based, outdoor field experiences and environmental issue investigation and action. Teacher trainings will incorporate NAAEE Guidelines for the Professional Development of Environmental Educators. • Allows for adequate instructional time: Teacher trainings will include ample opportunity for teachers to reflect on their own teaching practices, collaboration, discussion, and planning for how to effectively use the knowledge and skills gained from professional developments during the `St. Lucie Watershed and Wildlife' program. • Provides ongoing teacher support and appropriate incentives: Teachers involved in the program will receive ongoing support from Oxbow Eco-center education staff during the entirety of the program. They will be prompted to provide feedback for all components to ensure program integrity. Teachers will receive stipends for attending professional development, as well as relevant curricula that can be utilized in a variety of learning environments. • Meets jurisdictional guidelines for effective teacher professional development Training and curricula will be developed with input from Dr. Bryan Nichols, a pedagogy and inquiry -science expert from Florida Atlantic University's Department of Teaching and Learning, who is also a member of the NAAEE Guidelines Trainers' Bureau. Engaging 21ST CCLC students and staff in hands-on, indoor and outdoor environmental education opportunities: Outdoor education opportunities will be a key component of the `St. Lucie Watershed and Wildlife' program. Outdoor experiences increase student understanding of natural and human communities which leads to a sense of place. Nearly each of the lessons presented during the program will have an outdoor component. Interactive watershed and groundwater models, role-playing activities, and food web and ecosystem simulation games are just a few of the activities that will take place out-of-doors. Studies have shown, and our philosophy is such, that students who learn outdoors develop a sense of self, independence, confidence, creativity, decision -making and problem -solving skills, empathy towards others, motor skills, self-discipline and initiative. Page 95 of 417 Best practices utilized in the program (such as project -based learning, support for youth voice and empowerment, and opportunities for student reflection): The 'St. Lucie Watershed and Wildlife' program aspires to engage students in environmental education in such a way as to positively affect their attitudes and perceptions of natural environments. This will be accomplished via STEM lessons, project -based learning in which students set learning objectives, and incorporating social -emotional learning into lessons. Social -emotional learning strategies integrate youth voice and empowerment and opportunities for student reflection directly into presented lessons. Program execution and logistics: The 'St. Lucie Watershed and Wildlife' program will be implemented over the course of two years at 6 elementary and 2 middle school 21 st CCLC after -school programs. Each of the eight CCLC sites serves approximately 75 students. The maximum number of students reached in the program is 600, with a total of 540 lessons delivered. To increase program integrity, students will be divided into 4 groups by grade at each site so each class includes approximately 18 students, allowing students to learn at their own pace and for individualized support. Summer 2020: Initially, 1 part-time program coordinator and 2 part-time instructors will be hired to support the program. With support from Oxbow education staff, the coordinator will develop curriculum and coordinate schedules with program instructors and 21st Century site coordinators. Curriculum will follow the same themes for all age groups, but will be designed and delivered appropriate to their age, abilities, and relevant state standards. Lessons will be written for lower elementary (K-2), upper elementary (3-5) and middle school (6-8) students. All lessons for Fall 2020 and Spring 2021 will be developed, and instructors will be trained to lead program lessons and activities. Fall 2020: All lower elementary groups will complete the 10 watershed education lessons to develop their watershed knowledge and environmental stewardship. Lower elementary students will not complete a group project. The 10 lesson series will also be delivered to one upper elementary site and one middle school site as a pilot program. Both lower and upper elementary lessons will reflect similar topics and be designed and delivered appropriate to their age, abilities, and relevant state standards. Spring 2021: All lower elementary sites will participate in a second set of 10 lessons and activities, reinforcing their knowledge of watershed concepts. In Spring 2021, upper elementary students' stewardship projects will be piloted with the two Fall 2020 pilot sites. The remaining upper elementary groups and the middle school groups will participate in the program that was piloted and adapted based on instructor feedback and pre- and post-test results. These students will participate in the 10 lesson series to build their knowledge about our local watershed and wildlife. Summer 2021: During Summer 2021, instructors will provide 21 st CCLC students with a field excursion experience. The excursion will reinforce and expand upon 'watershed and wildlife' lessons presented in Fall 2020 and Spring 2021 while providing students the opportunity to experience a local preserve/park along the Indian River Lagoon. The excursion will use elements from the NOAA resource, "Bioindication of Water Quality", providing a hands-on, immersive experience for students. Fall 2021: The remaining upper elementary and middle school students will plan and implement their watershed stewardship projects, with our staff as their guides and local scientists as their subject area experts/mentors. At the end of the semester, they will share their projects with the other after school program students and celebrate their successes. Staff will compile and report a program evaluation. Page 96 of 417 Outline of Program Topics, Themes & NOAA Asset Use Semester 1 Lesson Topic Description i Water Olympics Students identify physical and chemical properties of water by completing water-themed challenges and recognize that water is essential for life. Project Wet Curriculum. Students review the water cycle and then investigate the school site to discover where and how Fallow the Flow water (such as rain) moves. Students will review topographical maps and/or Google maps to follow the routes water travels through local watersheds. NOAA resource: Water Cycle Diagram People and Students create watershed models to learn how pollutants enter waterways. Students will discuss 3 Watersheds how pollution impacts aquatic animals and develop strategies to reduce pollution. NOAA resource: Watershed in a Box Who Needs a Students compare human and wildlife habitat requirements. Students will complete a scavenger Habitat? hunt, identifying wildlife habitat on their school site. NOAA resource: What You Can Do for Habitat Students recognize and identify local wetland animals and their unique adaptations. Students will _ Aquatic engineer and design a fictional aquatic animal to survive in a given habitat. NOAA resource: Amazing Adaptations Adaptations (modified as needed) Students define ecological food chains and webs, and create diagrams depicting specific aquatic 6 The Aquatic examples. This lesson will emphasize the interconnectedness of organisms in an ecosystems. NOAA Food Chain resource: Estuary Food Pyramid; Linking the Chain (modified as needed) Students learn about estuaries and their ecological significance. They will also gain basic knowledge Estuaries of our local estuary, the Indian River Lagoon. NOAA resources: Where Rivers Meet the Sea (modified as needed) Students investigate plastics, their movement and persistence in watersheds and ecosystems. Students will filter and analyze soil samples for plastic pollution. Students will identify actions to 6 Plastic Pollution address plastic pollution and understand the value of those actions by writing letters to elected officials or corporate entities and/or creating awareness posters. NOAA resources: Magnet Craft; Did You Know Marine Debris Bookmarks Students investigate synthetic fertilizer, its uses, and watershed impacts. Students will examine =+ Fertilizer Frenzy water samples, note turbidity, and discuss how ecological food chains may be impacted by limited sunlight. Students identify local watersheds in NOAA's on-line sea rise simulator and discover impacts of sea _ Rising Seas level rise. Students conduct a simulation lab utilizing the scientific method to compare sea ice and land ice melting rates. Summer Camp Field -Based Activities - NOAA resource: Bioindication of Water Quality (modified) Station Activity Description 1 Watershed Students experience an interpretive hike in a St. Lucie County preserve, recognize the upland, Connections freshwater and coastal ecosystems within it, and their roles in the watershed. Wrackline Students conduct a beach wrack line scavenger hunt in search of natural and man-made objects. 2 Survey Students hold a discussion on the "life history" of items found and possible wildlife impacts. All plastics will be recorded for NOAA's Marine Debris Citizen Science Project and properly disposed. Water Quality Students investigate wildlife diversity and water quality metrics. Students use dip nets to gather and 3 and identify macroinvertebrates from waterbody and determine water health by the diversity and Siodiversity I abundance of species collected. Page 97 of 417 Semester 2 Lesson Topic Description Based upon concepts introduced in semester one, student groups will research and identify a 1 Watershed pragmatic ecological project at their school site that will positively impact the local watershed. Group Project NOAA resource: Score One forthe Estuary Deep Research Student groups conduct further research and planning of their ecological watershed project to 2 and Pianning remain within $300 budget. 3 Peer Sharing Students finalize ecological watershed project plans and share proposals with peers , 4 Grouu l,w or{- Activity will be determined by group project plan. Time 5 Group Work- Activity will be determined by group project plan. Time 6 Group Work- Activity will be determined by group project plan. Time 7 Group Work- Activitywill be determined by group project plan. Time 8 Group Work- Activity will be determined by group project plan. Time 9 Group Work- Activitywill be determined by group project plan. Time 10 Presentations Students present project outcomes to peers and celebrate learning and successes. Collaboration with 21ST CCLC partners in design and development of programming: Education staff from the Oxbow Eco-Center is in collaboration with the St. Lucie County 21st CCLC Manager to ensure that the program meets the needs of the 21 st CCLC program and is realistic in terms of time, staffing and funding. Florida 21st CCLC goals will be addressed as program curriculum is developed to ensure that the `St. Lucie Watershed and Wildlife' program complements after school activities and supports state science standards. 21 st CCLC staff will be surveyed after the pilot programs for feedback on how to improve lesson plans and better meet student and teacher needs. Building staff capacity for 21ST CCLC program partner sites: This program will build 21st CCLC staff capacity through trainings, sharing of resources, and a continued partnership with Oxbow Eco-Center education staff. During these trainings, teachers will learn from local experts such as Florida Fish & Wildlife, NOAA Fisheries, Inwater Research Group, and the Manatee Observation and Education Center. Staff will also be introduced to Project WILD Aquatic and Everglades Literacy curricula, as well as NOAA and Sea Grant resources, including the Watershed Game, and Rivers Meet the Sea online game. The St. Lucie 21 st CCLC Program Manager approves all 21 st CCLC staff trainings. Ongoing inclusion of STEM and environmental education programming at 21ST CCLC sites: This program increases the likelihood of 21 st CCLC staff including STEM and environmental education in future programming. The trainings provided by Oxbow Eco-Center staff will provide the knowledge, confidence, and resources to do so. All 21st CCLC staff are certified Florida educators who teach at a St. Lucie County public school during the school day. As a result of the provided teacher trainings, the program supports not only learning during after -school hours, but the typical classroom setting as well. Page 98 of 417 Building on the first year of implementation: As described previously, the 'St. Lucie Watershed and Wildlife' program is designed to set a foundational understanding of the interconnectedness of watersheds, local wildlife and people. Each lesson builds upon the last, deepening students' connection to and attitude toward our watershed and the wildlife that call it home. During these lessons, students will learn to make changes in their daily lives to improve the health of local waterways. These ideas will be reinforced during a summer field trip, during which students will have the opportunity to observe the interconnectedness of upland, freshwater and coastal ecosystems. During the second half of the program, students are given the opportunity to choose an ecological issue and devise a plan to make a difference in their community. They will work as a group and collaborate with a local scientist to develop a Watershed Stewardship Project and given a small budget to support the materials they need to complete the project. Students will be empowered by making a positive impact in their school or community and local watershed. Qualifications of Applicants Experience and success implementing STEM education in out -of -school time: The Oxbow Eco-Center receives over 30,000 guests and hosts more than 300 educational programs reaching more than 10,000 youth and adults each year. Our out -of -school youth environmental education programs have a strong focus on STEM and place -based learning, and include summer camps, single -day camps, weekend programming, family programs, and more. Parents' Night Out is a monthly program for elementary -aged students. Participants enjoy a STEM -based program with past topics including Lego robotics, bioluminescence, and birds of prey. Camp Riverlution is a series of single -day field -based camps for middle school students. This program includes interpretive outings to rivers, wetlands and estuaries, and scietific models, field studies and lab activities. Summer STEM learning opportunities take place through our nature and science-themed summer camps, including nature Lego robotics, wildlife biology bootcamp, and ecosystem explorers. Commitment to and experience with reaching underserved youth: The St Lucie County Oxbow Eco-Center provides watershed-themed in -school and field trip programs, serving 3,307 students in the 2018-2019 school year. As all St. Lucie County Public Schools are Title 1 schools, many students come from low-income families and are often considered underserved youth. Oxbow also partners with the public schools to identify underserved youth for summer camp scholarship programs. In 2019, a pilot program titled 'Scienterrific Saturdays' introduced underserved youth (selected by public school staff) to local scientists during a near -peer program at the Oxbow Eco-Center. Through this program, scientists shared their personal science `journeys' and research and guided students through a related hands-on activity. One of the Oxbow Eco-Center's major strategic goals is to expand programming for underserved youth. The proposed `St. Lucie Watershed and Wildlife' program is an important step in achieving this goal. Page 99 of 417 Appendix C: Page 100 of 417 St. Lucie County Environmental Resources Dept., St. Lucie County Environmental Resources Dept., The Oxbow Eco-Center The Oxbow Eco-Center N/A N/A N/A N/A N/A N/A r r� r rr N/A N/A � rr 10 tablets (Approx $200 each) Other activity supplies $2,000.00 Summer Camp Program Supplies (TBD) $1,500.00 Porta-Potty Rental @ Field Trip Location for 4 weeks Supplies for Watershed Stewardship Project ($300/group. Will be Buses for 16 Field Trips, 4 hours each @ $35.00/hr � rr $3,000.00 $500.00 $6,000.00 $2,240.00 Bus Milage for 16 field trips, max 40 miles round trip each @ $1.50/mile $960.00 rr ii ogram Instructors @ $15/hr • $7,230.00 Part-time Program Instructors @ $15/hr $16,440.00 ogram Coordinator @ $20/hr luation $20,000.00 Part-time Program Coordinator @ $20/hr $1,000.00 Pro ram Evaluation $22,000.00 $1000.00 C.2a,o,tt aff Tralning,$50/person !. $6,000.00 „r rr r rr Page 101 of 417 Appendix D: Page 102 of 417 COVID-19 Clause: Given the impacts of COVID-19 , all grantees agree to adhere to the NAAEE-approved protect, budget, and/or timeline revisions. Grantees will notify NAAEE if any additional project, budget, and/or timeline revisions are requested, and seek approval in writing prior to executing those revisions. In addition, if there are any significant project personnel changes or any changes to 21stCCLC site partner(s) ability to participate in the project, grantees must notify NAAEE immediately to discuss the implications for the protect plan. 21stCCLC Partner Requirement: Grantees must continue to have 21stCCLC site partner(s) for the duration of the project. If this cannot be maintained the award may be terminated. Amendment2. COVID Updates St. Lucie County Our project will be impacted minimally by the new start date. In our original timeline, we planned to hire a part-time program coordinator to help with curriculum writing and training the fall instructors to teach the classes. With the new start date, we will just have them work more hours each week to get the curriculum written, supplies bought, and instructors trained by Fall. We have a prospective hire ready and will be able to bring them on board quickly after funds are received. We have updated our evaluation plan to include a focus on the skills gained by students. We have added a learning goal of increasing students' skills of classification, observation, measurement, prediction, inference, and communication. These skills will be gained in both semesters of the program, with the first semester focusing on transferring watershed knowledge to the students through hands-on labs and exploration activities, and the second semester focusing more on project -based learning. These skills will be measured in the formative evaluation of the pilot program, as well as the outcome evaluation of the program. In both cases, it will be measured by pre/post tests. These changes have been included in our full evaluation plan, which is attached to this survey. St Lucie Watershed and Wildlife Program The Oxbow Eco-Center, St. Lucie County Environmental Resources Department Revised Evaluation Plan Evaluation Learning Goals: From our evaluation we hope to learn: -What benchmarks and topics do students score lowest on in state standardized testing in science? - Did the program increase students' knowledge of our watershed? - Did the program increase students' skills of classification, observation, measurement, prediction, inference and communication? - Did the program increase students' knowledge of state natural science standards? - Do students feel more connected to nature and/or our watershed after participating in the program? - How can the curriculum be continually improved to increase students' STEM watershed Page 103 of 417 learning? - Do teachers feel more knowledgeable and confident teaching STEM watershed topics after teacher training with an educative curriculum? Evaluation Type: The types of evaluation that are planned include: - Needs Assessment: Summary of students' science standardized testing performance for relevant STEM topics. - Formative Evaluations: Analyzing impacts after pilot projects and initial implementations. - Process Evaluations: (teacher surveys and semi -structured interviews) for continual improvement after pilots and initial implementations. - Outcome Evaluations: Summarizing student and teacher knowledge gains, students' skills gained, students' connection to nature and the watershed, and teacher confidence teaching STEM topics. Evaluation Methods: Outcomes that will be considered over the course of this project include: - Students will demonstrate an increase in knowledge of watersheds in pre/post knowledge surveys. - Students will demonstrate an increase in the knowledge and skills of state science standards through pre/post surveys. - Students will demonstrate an increase in the connection they feel towards nature and/or the local watershed through pre/post attitudinal surveys. - Teachers will demonstrate an increase in confidence teaching STEM -related curriculum in a pre/post survey. - Teachers will demonstrate an increase in knowledge of STEM topics in a pre/post survey. Needs Assessment: A Needs Assessment will be performed by analyzation of state standardized test scores in science. This data will be used to support student learning by providing insight into the areas where they struggle most. The needs assessment will be completed prior to curriculum development. Teacher Pre/post Surveys: Teachers will complete pre/post surveys during STEM watershed trainings. Surveys will include a quantitative element measuring teacher knowledge gained of STEM watershed topics, and a qualitative element on teacher comfort level teaching various STEM topics. This data will be used to continually improve and build on teacher trainings and to determine if additional trainings or resources are needed. Pre/post Tests for Pilot Programs (students): These will include a knowledge section on watershed and aquatic wildlife concepts and a combination of qualitative data and survey instruments of students' connectedness to nature and the watershed, including drawings for younger learners. Tests will be administered prior to program start, between semesters, and after conclusion of group projects. Scores will be analyzed to show if there was improvement of conceptual knowledge and used to improve curriculum, if needed. Post Pilot Program Teacher Surveys: Page 104 of 417 This includes teacher surveys and semi -structured interviews after pilots and program implementation. Information will be summarized and used to implement changes that may need to be made prior to program implementation at additional sites. There will be a focus on culturally responsive teaching tips shared between sites. Pre/post tests for Students: These will include a knowledge section on watershed and aquatic wildlife concepts, a skills - based element of state science standards, and instruments that measure students' feeling of connectedness to nature and watersheds, including drawings for younger learners. We will also compare connection to nature pre -post across different instruments to consider differences in how participants detect watershed -specific factors. Tests will be administered prior to program implementation, between semesters, and after conclusion of group projects. Qualitative Instrument Comparison: Anonymized data from different aspects of the evaluation will be analyzed by Florida Atlantic University education researchers, including a study to compare various evaluation tools in measuring students' feelings of connectedness to nature and the watershed. Data and evaluation will be cleared through an Institutional Review Board exemption or review when Appropriate. 5t. Lucie Watershed and Wildlife Program The Oxbow Ern-Centerr St. Lurie County Environmental Resources Department REVISED Project TnteliFw. Please prnwide o dervledman&Jy One7irre Df acdi i[res that students orrd21st CCLCstaff %0parric*ctein for your prefect. ARprojects funded under this initiaavemust be campkwd by Oecember2021. O'\ Artiritie5`$`00��1+7217`� `b �f�194 �1������dlldf1J Part-time Program Coard inatoF Hired x Curriculum Development x x Part-time Program Instructors Hired x Part-time Program InstructorsTraned x x Lessons Coordinated with Fall Sites x x 21st CCLC Staff Teacher Trainings x 1C Lessons with 6 Lower EIe. Sites x x x 1C Lessens Piloted with 1 Upper Ele. Site x x : 1C Lessons Piloted with 1 Middle SEK Site s x : Evaluation Data from Pil ots Analyzed x x Lemom Coordinated with Spring Sites x Compile and Submit 1st Year Report x Stewardship Project Piloted with 1 Upper He_ Site x x x x Stewardship Project Piloted with 1 Middle Sch. Site x x x x 1C Lessons with S Upper EIe. Sites x x x x 1C Lessons with 1 Middle Sch. Site x x x x Evaluation Data from Project Pilots Analyzed x Evaluation Data from 14 Lesson Series Analyzed x 16 Summer Field Trips Coordinated x Summer Camp Groups Attend Watershed Field Trips x x Stewardship Project with S Upper EIe. Site x x x x Stewardship Project with 1 Middle Sch. Site x x x x Evaluation Data from Stewardship Projects Analvr ed x Write Final Report x Page 105 of 417 RESOLUTION WHEREAS, subsequent to the adoption of the St. Lucie County Board of County Commissioners for St. Lucie County, certain funds not anticipated at the time of adoption of the budget have become available from the North American for Environmental Education (NAAEE) through the National Oceanic and Atmospheric Administration (NOAA), in the amount of $89,870 to provide Watershed Stem Education Grant at the Oxbow WHEREAS, Section 129.06 (d), Florida Statutes, requires the Board of County Commissioners to adopt a resolution to appropriate and expend such funds. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of St. Lucie County, Florida, in meeting assembled this 16th day of June, 2020, pursuant to Section 129.06 (d), Florida Statutes that such funds are hereby appropriated for the fiscal year 2019-2020, and the County's budget is hereby amended as follows: REVENUE 001620-7912-331393-790000 APPROPRIATIONS 001620-7912-534000-790000 001620-7912-551200-790000 001620-7912-552000-790000 National Oceanic & Atmos. Admin. $89,870 Other Contractual Services $76,870 Equipment < $1000 $ 2,000 Operating Supplies $11,000 After motion and second the vote on this resolution was as follows: Commissioner Cathy Townsend, Chair XXX Commissioner Chris Dzadovsky, Vice Chair XXX Commissioner Linda Bartz XXX Commissioner Sean Mitchell XXX Commissioner Frannie Hutchinson XXX PASSED AND DULY ADOPTED THIS 16TH DAY OF JUNE 2020. ATTEST: BOARD OF COUNTY COMMISSIONERS ST LUCIE COUNTY, FLORIDA BY: DEPUTY CLERK CHAIR APPROVED AS TO FORM AND CORRECTNESS: COUNTY ATTORNEY Page 106 of 417 �o LUCE Q AGENDA REQUEST TO: Board of County Commissioners PRESENTED BY: SUBMITTED BY: SUBJECT: BACKGROUND: 8.C.2. 2020-49920 CONSENT AGENDA - ENVIRONMENTAL RESOURCES DATE: 6/16/2020 *ACTION ITEM - BID AWARD Mike Middlebrook, Environmental Resources Assistant Director Amy Griffin, Environmental Resources Director Environmental Resources Bid Award 20-044 - Becker Ten Mile Creek Oxbow Restoration On May 27, 2020, St. Lucie County opened bid number 20-044 for the Ten Mile Creek Oxbow Restoration at the Richard E. Becker Preserve. Five (5) submittals were received; 384 companies were notified, and 55 bid documents were distributed. Staff is requesting approval to award the bid and to develop a contract with the lowest responsive and responsible bidder, Texas Aquatic Harvesting, Incorporated of Lake Wales, Florida, in the amount $605,000.00. The contractor will be responsible for all work required to restore and reconstruct the river oxbow to historic conditions in accordance with the engineering plans and permits. This project is 100% funded by the State of Florida through a reimbursement grant contract with the Florida Department of Environmental Protection (FDEP). St. Lucie County Environmental Resources Department staff will provide project management and oversight of the contractor. PREVIOUS ACTION: 12/3/19 Meeting: 2019-47518 Grant Contract & Budget Resolution. FINANCIAL IMPACT: Sufficient funding is available in the established grant account 316204-3920-546200-370000 for maintenance improvement projects. Page 107 of 417 RECOMMENDATION: Staff recommends Board approval to award Bid No. 20-044 to Texas Aquatic Harvesting, Inc. and authorization for the Chair to sign documents as approved by the County Attorney. COMMISSION ACTION: RESULT: MOVER: None SECONDER: None AYES: None NAYS: None EXCUSED: None Coordination/Signatures Amy Griffin, Environmental Resources Director Melissa Simberlund, Contracts Coordinator ��+ �u Jennifer Hill, Office of Management & Budget Director do4' Daniel McIntyre, County Attorney Mark Satterlee, Deputy County Administrator Date: June 02, 2020 Date: June 03, 2020 Date: June 03, 2020 Date: June 03, 2020 Date: June 05, 2020 Page 108 of 417 BOARD OF COUNTY COMMISSIONERS COUNTY F t. O R I D A TABULATION SHEET BID No. 20-044 Ten Mile Creek Oxbow Restoration OPENED: May 27, 2020 AT 3:00 PM (5) Submittals were received for subject proposal: PURCHASING DEPARTMENT Texas Aquatic Harvesting, Arbor Tree and Land, Gator Dredging Poseidon Dredge & Sunshine Land Design, Inc. Inc. Marine, Inc. Inc. Lake Wales, FL West Palm Beach, FL Clearwater, FL Lantana, FL Stuart, FL Amount Amount Amount Amount Amount TOTAL BID AMOUNT $605,000.00 $735,000.00 $1,025,000.00 $1,148,382.00 $1,773,907.26 Number of companies notified*: 384 Number of bid documents distributed: 55 Number of bids received: 5 *per demandstar.com Page 109 of 417 r Luc a- AGENDA REQUEST 0 TO: Board of County Commissioners PRESENTED BY: Grisel Cortes, Budget & Contracts Coordinator SUBMITTED BY: Facilities Department 8.D.1. 2020-49880 CONSENT AGENDA - FACILITIES DATE: 6/16/2020 *ACTION ITEM - CONTRACT SUBJECT: Trane - St. Lucie County Administration Chiller Service Agreement BACKGROUND: This is a five year service agreement for the quarterly maintenance of the three water cooled screw chillers located at the St. Lucie County Administration Chiller Plant as per Proposal ID 1903157 submitted by Trane U.S. Inc. Procurement is being requested through US Communities Contract 15-JLP-023. Year 1, Quarter 1 funds are budgeted in Building Maintenance account string 001-1925-546000-190000 for FY20. Funds for the remainder of year 1, years 2 through 5 are subject to Board Approval of FY21-FY25 budgets for total contract value of $175,200. PREVIOUS ACTION: N/A FINANCIAL IMPACT: Year 1 - $33,000 - Quarter 1 funds are budgeted in Building Maintenance budget (001-1925-546000-190000) for FY20. Funds for the remainder of year 1, years 2 through 5 are subject to Board Approval of FY21-FY25. Year 2 - $33,992 Year 3 - $35,008 Year 4 - $36,060 (Optional) Year 5 - $37,140 (Optional) RECOMMENDATION: Page 110 of 417 Staff recommends Board approval to enter into a five (5) year contract with Trane U.S. Inc. for the maintenance of the Chilled Water Chillers at the St. Lucie County Administration Chiller Plant, and authorization for the Chair to sign documents as approved by the County Attorney. COMMISSION ACTION: RESULT: MOVER: None SECONDER: None AYES: None NAYS: None EXCUSED: None Coordination/Signatures Date: May 26, 2020 Jeremiah K. Johnson, Facilities Assistant Director Date: May 29, 2020 Daniel Retherford, Facilities Director Date: May 29, 2020 Desiree Cimino, Purchasing Manager Date: May 29, 2020 Jennifer Hill, Office of Management & Budget Director Date: May 29, 2020 Daniel McIntyre, County Attorney Date: June 02, 2020 Howard Tipton, County Administrator Page 111 of 417 dok T A —=— 1 �a� Trane Office Trane U.S. Inc. 6965 Vista Parkway North, Ste.11 West Palm Beach, FL 33411 Trane Representative Jerry Shugart Cell: (561) 287-2681 Office: (561) 683-1521 Proposal ID 1903157 Service Contract Number 1903157 Contact Telephone Number for Service ` (561) 683-1521 Quote Number I Co-op Contract Number 40-125310-15-0021USC 15-JLP-023 May 12, 2020 Company Name St Lucie County Administration 2300 Virginia Avenue Fort Pierce, FL 34982 C Page 112 of 417 J F� r t� TR%IHE ! ET'S GO BEYOND TM EXECUTIVE SUMMARY This Select Service Agreement includes parts and labor coverage for HVAC equipment repairs under the umbrella of an annual planned maintenance contract. It is the easiest, most affordable and most reassuring way to ensure your HVAC equipment is continuously operating at peak performance levels. Under this service agreement, you will hand off the responsibilities for planning, scheduling and managing routine maintenance to Trane. Plus, the added repair coverage helps you minimize unplanned downtime and avoid unexpected expenses. As an HVAC service provider, Trane offers many advantages • Confidence that your HVAC equipment is being cared for according to OEM best practices for both frequency and procedures • Priority service, available 24-hours a day, giving your facility precedence during urgent situations • Advanced diagnostic technologies, allowing our technicians to analyze system performance more comprehensively, so they can identify and correct a broader set of conditions Protect your bottom line. Proper maintenance can save an estimated 12 to 18 percent of your budget compared to a run -to -fail approach. This service agreement will help you capture those savings. (FE'MP) O&M Guide 2010 ENVIRONMENTAL PRACTICES Trane procedures for handling refrigerant are compliant with federal and state regulations. ADDITIONAL SUPPORT CONSISTENT PROCESSES All Trane technicians follow documented processes ensuring uniform service delivery. When it comes to service effectiveness, experience matters. No other provider has more experience than Trane. • 100+ years of system and equipment experience • 35+ years in building automation systems (BAS) • 20+ years in energy services 0� Trane incident rates (OSHA) are consistently 50 to 70 percent below industry averages. You will have a consistent group of Trane employees dedicated to your account. Trane offers a wide range of maintenance and repair services beyond the scope of this service agreement. Ask your Trane representative for details. Page 113 of 417 st. lucie county admin bldg - new SA Proposal ID: 1903157 TJNKE ET'S GO BEYOND"`" r - t�4. SCOPE OF SERVICES -STANDARD INCLUSIONS ANY HVAC SYSTEM IS ONLY AS STRONG AS ITS INDIVIDUAL MECHANICAL COMPONENTS This service agreement with Trane protects and enhances full system functionality by ensuring that components are well maintained and functioning to OEM standards. And it is tailored to your needs. The following are the standard inclusions of your service agreement: TRANE SCHEDULED MAINTENANCE Factory authorized Trane service technicians perform all periodic maintenance, following OEM standards, to keep HVAC and BAS equipment running optimally and prevent unplanned downtime. Trane assumes all responsibilities for planning, scheduling and managing routine maintenance on Trane HVAC equipment and other brands. Advantages: Trust one assigned maintenance team for all HVAC equipment brands • Receive consistent service outcomes through proprietary Six Sigma maintenance procedures • Save money compared to ad -hoc service calls Implementation: Technician visits are scheduled in advance • Service is completed during normal business hours • Basic supplies, such as grease, cleaning solvents and wiping cloths, are included in the annual fee Repair Coverage pre -authorizes Trane to repair selected system components. Costs for parts and labor (performed during normal Trane business hours) are included within the coverage of the annual maintenance contract. The scope of this coverage is specified later in this agreement. Advantages: • Minimize unplanned downtime by giving Trane the authority to take care of repairs proactively • Make repairs a budget item, not an unexpected expense • Maintain optimal system performance Implementation: • Collaborative selection of covered systems and components • Repair or replacement of failed or worn components • Separate invoicing for overtime and after-hours labor 02020 Trane. All rights reserved. Page 3 of 16 Page 114 of 417 st. lucie county admin bldg - new SA Proposal ID: 1903157 TRME trS GO BEYOND TM r 9.f_; 11 US Environmental Protection Agency (EPA) has placed in effect more stringent regulations on refrigerant management and reporting in 2017. Section 608 of the Clean Air Act prohibits the knowing release of refrigerant during the maintenance, service, repair, or disposal of air-conditioning and refrigeration equipment. The EPA requires proper refrigerant management practices by owners and operators of refrigeration and air-conditioning systems, all servicing technicians and others. The Clean Air Act requires owners to maintain records of refrigerant usage and leak rates for each air-conditioning or refrigeration appliance with refrigerant charge greater than 50 ►bs. and for disposal of units between 5 and ou lbs. of refrigerant. These records must be maintained for 3 years and be directly accessible if audited by the EPA. This brief summary of Section 608 of the Clean Air Act is provided for informational purposes only and is not for the purpose of providing legal advice. You should contact your attorney to obtain advice with respect to the application of Section 608 of the Clean Air Act to your business. Trane Technicians are Universally certified (the highest level possible) to service, manage, and document your refrigerant and are knowledgeable of applicable law and time constrains to repair leaks. Trane Technicians track all refrigerant in all equipment serviced regardless of appliance size. When a customer has all their refrigerant work performed by a Trane technician - Trane Refrigerant Management software maintains complete record of refrigerant transactions and appliance leak rates. Refrigerant reports provided by Trane will contain the information to satisfy EPA record keeping requirements. Advantages: • Real time reporting of refrigerant leak rate informs proactive decisions • Stay in compliance with state and federal regulations • Provide acceptable documentation to authorities during audits • Maintain company environmental standards • Detect potential refrigerant leaks before equipment damage occurs Implementation: • Technicians collect refrigerant information for covered equipment during onsite visits • Refrigerant data and technician activity are entered into the Trane Refrigerant Management System • Refrigerant Usage Reports are generated according to your needs (2020 Trane. All rights reserved. Page 4 of 16 Page 115 of 417 st. lucie county admin bldg - new SA Proposal ID: 1903157 -= MME 9T'S GO BEYONDTM Trane Laboratory Analysis tests system fluids for contaminants and other physical characteristics and trends. Conditions indicating sub -optimal HVAC system performance are identified before issues become critical. Advantages: • Head off equipment failures and unplanned downtime • Identify long-term equipment performance trends • Gain definitive insights through Trane experience and expertise Implementation: • Samples collected by Trane technicians during maintenance as stated in this agreement • Laboratory analysis of oil, absorption solutions and refrigerants • Consistent testing according to Trane best -practice protocols year after year Cooling Contingency Planning anticipates nigh -risk or unusual situations, and develops strategies for responding to emergencies. With multiple equipment rental depots and numerous warehouse sites strategically located across North America, Trane response time is among the fastest (and most comprehensive) in the industry. Advantages: • Mitigate risks with thorough advance planning • Shorten the duration of downtime with immediate access to temporary equipment • Alleviate negative consequences: productivity losses, fines, inventory spoilage, lost business Implementation: • Trane account managers and/or technicians assist in the development of the customized contingency plan: o Equipment planning for temporary air conditioning and portable auxiliary power units o Recommendations for facility modifications to prepare for temporary cooling • Contingency plan kept on file at your facility and at Trane 002020 Trane. All rights reserved. Confident iaLand-propri . Page 5 of 16 Page 116 of 417 st. iucie county admin bidg - new SA Proposal ID: 1903157 ET'S GO BEYONOTM The following is an overview of the scope of Trane's services to be performed on Covered Equipment. Items marked are included in this agreement. Services Included 11W AW Cooling Annual Maintenance Inspection (1) on all equipment listed Operating Inspections Qty(3) on all equipment listed q a Labor and Materials for Covered Equipment Scheduled Maintenance Labor Scheduled Maintenance Parts and Materials Emergency Repair Parts and Materials (labor provided at prevailing hourly rate) Emergency Repair Labor: Repairs will be performed on covered equipment during Trane regular business hours. Overtime Repair Labor for Emergency Failures (outside Trane regular business hours) Refrigerant Replacement up to 10% of Charge per year Refrigerant Usage Reporting Condenser Tube Brushing once per year Condenser Head (both ends) removed by Trane and Visual Tube Inspection once per year as part of Tube Brushing service listed above. Cooling Tower Cleaning once per year Starter Maintenance on 480 Volt or less, starters only; where applicable Oil Analysis on Chillers — Trending oil analysis provides insight into potential system problems ©2020 Trane. All rights reserved. Canfideptial and propriotary inform2tion Qf Trane I I S Inc Page 6 of 16 Page 117 of 417 st. lucie county admin bldg - new SA Proposal ID: 1903157 - �' ErS GO BEYONDTM Please Note: Overtime Labor for Scheduled Maintenance, requested by customer, to be performed after regular Trane business hours, will be billed at $82.00 per hour, per technician. Specifically excluded under this agreement: • Trane or factory recommended asset or system milestone services required to keep equipment in good operating condition or extend useful life. Services may include but not limited to: Overhauls, refurbishment, 10 year140,000 hour chiller R'Newal, AFD R'Newal, eddy current scans, epoxy coating, etc. • Repairs due to corrosion or erosion of equipment or components. Includes tube erosion or pitting, rust, deterioration of gaskets and insulation, broken or cracked tower fill. • Maintenance or repair of non -maintainable items (i.e. Piping, valves, insulation, tower fill). Grinding, welding, patching, sealing, or painting of components is not considered a standard maintenance item and if needed would be excluded from coverage. • Power wiring, disconnect switches and circuit breakers. • Crane or special rigging service required for repairs. This would include the installation and removal of steel rigging structures required for repairs. • Repairs resulting from acts of god, natural disasters, storms, lightning, power surges, vandalism, mis-use, or improper operation. • Replacement or repair of obsolete equipment where components are discontinued or not readily available. • Repair or replacement of equipment that has reached or surpassed its useful life expectancy; this includes purge units, AFDs, and VFDs. • Milestone services intended to extend life or return equipment to new or like new condition are not included; such as overhauls, R'newals, Refreshes, refurbishments, or equipment replacement. Units that are determined to have outlived their useful life may be removed from coverage via written notice from Trane. Removal of covered equipment may include a reduction in service agreement pricing. • Daily equipment operator functions including starting, stopping, scheduling, or resetting of equipment is not part of this agreement. Service calls should be placed when a unit has failed or conditions indicate the unit is not running properly or could fail. • In the event of a condenser coil leak, where a condenser coil cannot be repaired, customer is responsible for the full cost of the condenser coil replacement. Agreement covers condenser coil leak repairs only, not replacements. • Trane has 45 days from the official start date of the agreement to inspect the covered equipment and list all existing deficiencies. All repairs for all existing deficiencies proposed and select coverage on these items will only take effect upon completion of repairs. 02020 Trane. All rights reserved. Gonfidential and proprietapj Wormati a of T-rana I I S In . Page 7 of 16 Page 118 of 417 st. lucie county admin bldg - new SA Proposal ID: 1903157 111111-' r- -- - __7, WAiWIF I Err GO BEYONDT" HVAC EQUIPMENT COVERAGE St Lucie County Administration The following "Covered Equipment" will be serviced at St Lucie County Administration: Equipment Qty Manufacturer Model Number ISerial Number Water Cooled Screw Chiller 1 Trane RTHDUD1 FXH JU08GO9877 Water Cooled Screw Chiller 1 Trane RTHDUD1 FXH JU08GO9878 Water Cooled Screw Chiller 1 Trane RTHDUD1 FXH JU08GO9879 Description Quantity Per Term Water Cooled Rotary Annual Inspection 1 Water Cooled Rotary Quarterly Inspection 3 CUSTOMER SERVICE FLOWS The following Customer Service Flows provide additional service description detail for Covered Equipment. Note: There may be differences per the agreement in the work being performed between sites and the equipment on those sites. This section clarifies differences in the work being performed between sites and the equipment on those sites: Task and Actions Annuaf Maintenance — I TIME PER YEAR�� REPORT TO CUSTOMER UPON ARRIVAL BRUSH CONDENSER TUBES CHECK STARTER MEGGER COMPRESSOR MOTOR REMOVE OIL SAMPLE FOR ANALYSIS LEAK TEST ENTIRE UNIT CALIBRATE OPERATING CONTROLS CHECK GAUGES I INDICATOR LIGHTS INSPECT CONTACTORS TIGHTEN ELECTRICAL CONNECTIONS CHECK STARTER WIRING AND CONTACTS CALIBRATE MOTOR AMPS & VOLTS RECORDNERIFY CONFIGURATIONS RECORD SOFTWARE VERSION(S) CALIBRATE CONTROLS AND VOLTAGE CALIBRATE FLOW SWITCHESIDEVICES REVIEW AND EVALUATE LOG READINGS REPLACE OIL FILTER CALIBRATE CONTROLS REPLACE OIL RECLAIM FILTER/STRAINER Of applicable) REPLACE DRIER CORES (WIA) LUBRICATE EQUIPMENT AS REQUIRED CLEAN UP WORKSTATION PROVIDE WRITTEN REPORT TO CUSTOMER ON DEPARTURE, ADVISE& OBTAIN SIGNITURE ©2020 Trane. All rights reserved. Confidential and proprietary information of Trane I I c Inc Page 8 of 16 Page 119 of 417 st. Iucie county admin bldg - new SA Proposal ID: 1903157 ET'S GO BEYOND""' j r.i rr ,iow Routine Operating Inspection — 3 TIMES PER YEAR REPORT TO CUSTOMER UPON ARRIVAL CHECK GENERAL MACHINE OPERATION CHECK CONTROL, POWER AND PIPING CHECK SAFETY/OPERATING CONTROLS CHECK REFRIGERANT CHARGE CHECK/INSPECT CONTACTORS, STARTER WIRING AND CONTACTS TIGHTEN ELECTRICAL CONNECTIONS CHECK GAUGES I INDICATOR LIGHTS CHECK WATER FLOW LOG CHWIBRINE IN TEMPERATURE LOG CHWIBRINE OUT TEMPERATURE LOG CHWIBRINE FLOW DELTA P LOG CHW/BRINE PUMP DELTA P LOG COOLER REFRIGERANT TEMPERATURE LOG COOLER REFRIGERANT PRESSURE LOG COOLER LTD LOG CONDENSER WATER TEMP - IN LOG CONDENSER WATER TEMP - OUT LOG CONDENSER WATER FLOW DELTA P LOG CONDENSER WATER PUMP DELTA P LOG CONDENSER REFRIGERANT TEMP LOG CONDENSER REFRIGERANT PRESSURE LOG CONDENSER LTD LOG COND SUECOOLER TEMP (If applicable) LOG OIL LEVEL AND COLOR LOG OIL PUMP CURRENT LOG OIL SUPPLY PRESSURE: LOG OIL SUMP TEMPERATURE CHECK APPROACHES THROUGH CALCULATION CHECK FOR LEAKS LUBRICATE AS NEEDED MAKE EQUIPMENT ADJUSTMENTS AS REQUIRED MAKE OPERATIONICONTROL ADJUSTMENTS AIR CLEAN UP WORK STATION PROVIDE WRITTEN REPORT TO GUST, ADVISE & OBTAIN SIGNATURE ©2020 Trane. All rights reserved. ConFidgRUAl AAA nrnnrigtaFy 140=atinn of Tranc I IS Inc. Page 9 of 16 Page 120 of 417 st. lucie county admin bldg - new SA Proposal ID: 1903157 Err GO BEYONDTM i f I 1 PRICING AND ACCEPTANCE Y St Lucie County Administration 2300 Virginia Avenue Fort Pierce, FL 34982 Trane Service Agreement This Service Agreement consists of the pages beginning with the title page entitled "Select Service Agreement," the consecutively numbered pages immediately following such title page, and includes and ends with the Trane Terms and Conditions (Service) (collectively, the "Service Agreement" or "Agreement"). Trane agrees to inspect and maintain the Covered Equipment according to the terms of this Service Agreement, including the "Terms and Conditions," and "Scope of Services" sections. Trane agrees to give preferential service to Service Agreement Customer over non -contract customers. Service Fee As the fee(s) (the "Service Fee(s)") for the inspection and maintenance services described in the Scope of Services section with respect to the Covered Equipment, Customer agrees to pay to Trane the following amounts, {atu.s disable tax, as and when due. Contract Year Annual Amount USD Payment USD Payment Term Year 1 $ 33,000 $ 8,250 Quarterly Year 2 $ 33,992 $ 8,498 Quarterly Year 3 $ 35,008 $ 8,752 Quarterly Year 4 $ 36,060 $ 9,015 Quarterly Year 5 $ 37,140 $ 9,285 Quarterly 0 Service Fee Discount. A one-time 3.00 % discount is offered for full payment of 1 year(s) in advance of the commencement of the Service Agreement. Invoice would be issued at start of the Agreement and is due net 15 days from date of invoice. This Service Fee discount is for advance payment only under the terms stated in this section and is not applicable to credit card transactions. Please check the box to select this discount option. In addition to any other amounts then due hereunder, if this Agreement is terminated or cancelled prior to its scheduled expiration, Customer shall pay to Company the balance of any amounts billed to but unpaid by Customer and, if a "Service Project" is included in the Agreement, the Cancellation Fee set forth in "Exhibit A" Cancellation Schedule attached hereto and incorporated herein, which Cancellation Fee represents unbilled labor, non -labor expenses and parts materials and components. Subject only to a prior written agreement signed by Trane, payment is due upon receipt of invoice in accordance with Section 4 of the attached Terms and Conditions. Term JU i �[ The Initial Term of this Service Agreement is 3 years, with two (1) year renewals, beginning luue , 2020. However, Trane's obligation under this Agreement will not begin until authorized representatives of Trane and Customer have both signed this Agreement in the spaces provided below. (yL\ o 1 Following expiration of the initial term on May 31, 2023, this Agreement contains tw) year renewals which can be accepted or rejected by either party. After these renewal periods, the agreement shAll renew automatically for successive periods of 1 year (the "Renewal Term") un4l4e If you do not want to renew this Agreement for the Renewal Term, please notify Trane by telephone or by U.S. mail prior to the expiration date set forth in the preceding sentence. If any questions arise regarding this Service Agreement or how to cancel this Agreement, Trane can be reached either by telephone at (561) 683-1521 or by direct mail addressed to: 6965 Vista Parkway North, Ste.11 West Palm Beach, FL 33411. ©2020 Trane. All rights reserved. Gonfidential and proprietary information of Trang I I S Inn Page 10 of 16 Page 121 of 417 st. lucie county admin bldg - new SA Proposal ID: 1903157 ME tT'S GO BEYONDT"" Ti . r plr4 �i� Renewal Pricing Adjustment The Service Fees for an impending Renewal Term shall be the current Service Fees (defined as the Service Fees for the initial Term or Renewal Term immediately preceding the impending Renewal Term) annually adjusted based on changes to the cost of service. The Service Fees for an impending Renewal Term shall be set forth in the service renewal letter furnished to Customer. Cancellation by Customer Prior to Services; Refund If Customer cancels this Agreement within (a) thirty (30) days of the date this Agreement was mailed to Customer or (b) twenty (20) days of the date this Agreement was delivered to Customer, if it was delivered at the time of sale, and if no Services have been provided by Company under this Agreement, the Agreement will be void and Company will refund to Customer, or credit Customer's account, the full Service Fee of this Agreement that Customer paid to Company, if any. A ten percent (10%) penalty per month will be added to a refund that is due but is not paid or credited within forty-five (45) days after return of this Agreement to Company. Customer's right to cancel this Agreement only applies to the original owner of this Agreement and only if no Services have been provided by Company under this Agreement prior to its return to Company. Cancellation by Company This Agreement may be cancelled during the Initial Term or, if applicable, a Renewal Term for any reason or no reason, upon written notice from Company to Customer no later than 30 days prior to the scheduled expiration date and Company will refund to Customer, or credit Customer's account, that part of the Service Fee attributable to Services not performed by Company. Customer shall remain liable for and shall pay to Company all amounts due for Services provided by Company and not yet paid. This Agreement is subiiect to Customer's acceptance of the attached Trane Terms and Conditions (Service). Authorized Representative Printed Name Title Purchase Order Acceptance Date Submitted By: Jerry Shugart Proposal Date: May 12, 2020 Cell: (561) 287-2681 Office: (561) 683-1521 License Number: CACO23485 Authorized Representative Title Signature Date ©2020 Trane. All rights reserved. Copflde;#ial and proprietaryoa of T�'^�! �. �. I^^. Page 11 of 16 Page 122 of 417 st. lucie county admin bldg - new SA Proposal ID: 1903157 pip i TAMINE LET'S GO BEYONDTm TERMS AND CONDITIONS "Company" shall mean Trane U.S. Inc.. 1. Agreement, These terms and conditions ("Terms') are an integral part of Company's offer and form the basis of any agreement (the "Agreement") resulting from Company's proposal (the "Proposal') for the following commercial services as stated in the Proposal (collectively, the "Services"): inspection, maintenance and repair (the "Maintenance Services') on equipment (the "Covered Equipment"), specified Additional Work (if any), and, if included in the Proposal, Intelligent Services, Energy Assessment, Energy Performance Solutions, and any other services using remote connectivity (collectively and individually referred to in these Terms as "Energy and Building Performance Services"). COMPANY'S TERMS ARE SUBJECT TO PERIODIC CHANGE OR AMENDMENT. 2. Connected Services. In addition to these terms and conditions, the Connected Services Terms of Service ("Connected Services Terms"), available at tt s:l/www.trans.com/TraneConnectedServicesTerms, as updated from time to time, are incorporated herein by reference and shall apply to the extent that Company provides Customer with Connected Services, as defined in the Connected Services Terms, 3. Acceptance. The Proposal is subject to acceptance in writing by the party to whom this offer is made or an authorized agent ("Customer") delivered to Company within 30 days from the date of the Proposal. If Customer accepts the Proposal by placing an order, without the addition of any other terms and conditions of sale or any other modification, Customer's order shall be deemed acceptance of the Proposal subject to these Terms and Conditions. If Customer's order is expressly conditioned upon Company's acceptance or assent to terms and/or conditions other than those expressed herein, return of such order by Company with Company's Terms and Conditions attached or referenced serves as Company's notice of objection to Customer's terms and as Company's counter-offer to perform in accordance with the Proposal and Company Terms and Conditions. If Customer doom AotAuct or object in writing to Company within in day-. Gomp-py's counter-offer will deemed accepted. Customer's acceptance of performance by Company will in any event constitute an acceptance by Customer of Company's Terms and Conditions. This Agreement is subject to credit approval by Company. Upon disapproval of credit, Company may delay or suspend performance or, at its option, renegotiate prices and/or Terms and Conditions with Customer. If Company and Customer are unable to agree on such revisions, this Agreement shall be cancelled without any liability, other than Customers obligation to pay for Services provided by Company to the date of cancellation. 4. Fees and Taxes. Fees for the Services (the "Service Fees") are as set forth in the Proposal. Except as otherwise stated in the Proposal, Service Fees are based on performance during regular business hours. Charges for performance outside Company's normal business hours shall be billed separately according to then prevailing overtime or emergency IaborAabour rates. In addition is I astated-S s-nol log Ily mqwlred to be paid by Company or-, alternatively, shall provide Company with an — tab . 6. Payment. Payment is due upon receipt of Company's invoice. Service Fees shall be paid no less frequently than quarterly and in advance of performance of the Services. Company reserves the right to add to any account outstanding for more than 30 days a service charge equal to the lesser of the maximum allowable legal interest rate or 1.5% of the principal amount due at the end of each month. Without liability to Customer, Company may discontinue performance whenever payment is overdue. eab 6. Customer Breach. Each of the following constitutes a breach by Customer and shall give Company the right, without an election of remedies, to suspend performance or terminate this Agreement by delivery of written notice declaring termination. Upon termination, Customer shall be liable to the Company for all Services furnished to date and all damages sustained by Company (including lost profit and overhead): (a) Any failure by Customer to pay amounts when due; (b) any general assignment by Customer for the benefit of its creditors, Customers bankruptcy, insolvency, or receivership; (c) Any representation or warranty furnished by Customer in connection with this Agreement is false or misleading in any material respect when made; or (d) Any failure by Customer to perform or comply with any material provision of this Agreement. 7. Performance. Company shall perform the Services in accordance with industry standards generally applicable in the state or province where the Services are performed under similar circumstances when Company performs the Services. Company may refuse to perform where working conditions could endanger property or put people at risk. Unless otherwise agreed by Customer and Company, at Customers expense and before the Services begin, Customer will provide any necessary access platforms, catwalks to safely perform the Services in compliance with OSHA, state, or provincial industrial safety regulations or any other applicable industrial safety standards or guidelines. This Agreement presupposes that all major pieces of Covered Equipment are in proper operating condition as of the date hereof. Services furnished are premised on the Covered Equipment being in a maintainable condition. In no event shall Company have any obligation to replace Covered Equipment that is no longer maintainable. During the first 30 days of this Agreement, or upon initial inspection, and/or upon seasonal start-up (if included in the Services), if an inspection by Company of Covered Equipment indicates repairs or replacement is required, Company will provide a written quotation for such repairs or replacement. If Customer does not authorize such repairs or replacement, Company may remove the unacceptable equipment from the Covered Equipment and adjust the Service Fees accordingly. Customer authorizes Company to utilize Customers telephone line or network infrastructure to connect to controls, systems and/or equipment provided or serviced by Company and to provide Services contracted for or otherwise requested by Customer, including remote diagnostic and repair service. Customer acknowledges that Company is not responsible for any adverse impact to Customers communications and network infrastructure. Company may elect to install/attach to Customer equipment or provide portable devices (hardware and/or software) for execution of control or diagnostic procedures. Such devices shall remain the personal proprietary property of Company and in no event shall become a fixture of Customer locations. Customer shall not acquire any interest, title or equity in any hardware, software, processes, and other intellectual or proprietary rights to devices used in connection with the Services on Customer equipment. Company may remove such devices at its discretion. Parts used for any repairs made will be those selected by Company as suitable for the repair and may be parts not manufactured by Company. 8. Customer Obligations. Customer shall: (a) Provide Company reasonable and safe access to the Covered Equipment and areas where Company is to work; (b) Follow manufacturer recommendations conceming teardown and internal inspection, major overhaul, restoration or refurbishing of the Covered Equipment; unless expressly stated in the Scope of Services statement, Company is not performing any manufacturer recommended teardown and internal inspection, major overhaul, restoration or refurbishing of the Covered Equipment; and (c) Where applicable, unless water treatment is expressly included in the Services, provide professional cooling tower water treatment in accordance with any reasonable recommendations provided by Company. 9, Exclusions. Unless expressly included in the Covered Equipment or the Services, the Services do not include, and Company shall not be responsible for or liable to the Customer for any claims, losses, damages or expenses suffered by the Customer in any way connected with, relating to or arising from, any of the following: (a) Any guarantee of room conditions or system performance; (b) Inspection, maintenance, repair, replacement of or services for: chilled water and condenser water pumps and piping; electrical disconnect switches or circuit breakers; motor starting equipment that is not factory mounted and interconnecting power wiring; recording or portable instruments, gauges or thermometers; non-moving parts or non -maintainable parts of the system, including, but not limited to, storage tanks; pressure vessels, shells, coils, tubes, housings, castings, casings, drain pans, panels, duct work; piping: hydraulic, hydronic, pneumatic, gas, or refrigerant; insulation; pipe covering; refractory material; fuses, unit cabinets; electrical wiring; ductwork or conduit; electrical distribution system; hydronic structural supports and similar items; the appearance of decorative casing or cabinets; damage sustained by other equipment or systems; and/or any failure, misadjustment or design deficiencies in other equipment or systems; (c) Damage, repairs or replacement of parts made necessary as a result of electrical power failure, low voltage, burned out main or branch fuses, low water pressure, vandalism, misuse or abuse, wear and tear, end of life failure, water damage, improper operation, unauthorized alteration of equipment, accident, acts or omissions of Customer or others, damage due to freezing weather, calamity, malicious act, or any Event of Force Majeure; (d) Any damage or malfunction resulting from vibration, electrolytic action, freezing, contamination, corrosion, erosion, or caused by scale or sludge on internal tubes except where water treatment protection services are provided by Company as part of this Agreement; (a) Furnishing any items of equipment, material, or laborllabour, or performing special tests recommended or required by insurance companies or federal, state, or local governments; (f) Failure or inadequacy of any structure or foundation supporting or surrounding the equipment to be worked on or any portion thereof; (g) Building access or alterations that might be necessary to repair or replace Customers existing equipment; (h) The normal function of starting and stopping equipment or the opening and closing of valves, dampers or regulators normally installed to protect equipment against damage; (i) Valves that are not factory mounted: balance, stop, control, and other valves external to the device unless specifically ©2020 Trane. All rights reserved. Confidential and propriotary ipforrnation of Trane I I SAAC Page 12 of 16 Page 123 of 417 St. lucie county admin bldg - new SA Proposal ID: 1903157 Aft F_ TRANE I ET'S GO BEYONDTM 7��p . r F-,. I included in the Agreement; 0) Any responsibility for design or redesign of the system or the Covered Equipment, obsolescence, safety tests, or removal or reinstallation of valve bodies and dampers; (k) Any services, claims, or damages arising out of Customer's failure to comply with its obligations under this Agreement; (1) Failure of Customer to follow manufacturer recommendations concerning teardown and internal inspection, overhaul and refurbishing of equipment; (m) Any claims, damages, losses, or expenses, arising from or related to conditions that existed in, on, or upon the premises before the effective date of this Agreement ("Pre -Existing Conditions"), including, without limitation, damages, losses, or expenses involving pre-existing building envelope issues, mechanical issues, plumbing issues, and/or indoor air quality issues involving mold/mould and/or fungi; (n) Replacement of refrigerant is excluded, unless replacement of refrigerant is expressly stated as included within the Services, in which case replacement shall in no event exceed the stated percentage of rated system charge per year expressly stated in the Services; (o) crane or rigging costs; (p) Any Services, claims, or damages arising out of refrigerant not supplied by Trans. Customer shall be responsible for: (i) The cost of any additional replacement refrigerant; (ii) Operation of any equipment; and (iii) Any claims, damages, losses, or expenses, arising from or related to work done by or services provided by individuals or entities that are not employed by or hired by Company. 10. Limited Warranty. Company warrants that: (a) the material manufactured by Company and provided to Customer in performance of the Services is free from defects in material and manufacture for a period of 12 months from the earlier of the date of equipment start-up or replacement; and (b) the Iaborlabour portion of the Maintenance Services and Additional Work has been properly performed for a period of 80 days from date of completion (the "Limited Warranty'). Company obligations of equipment start-up, if any are stated in the Proposal, are coterminous with the Limited Warranty period. Defects must be reported to Company within the Limited Warranty period. Company's obligation under the Limited Warranty is limited to repairing or replacing the defective part at its option and to correcting any labor/labour improperly performed by Company. No liability whatsoever shall attach to Company until the Maintenance Services and Additional Work have been paid for in full. Exclusions from this Warranty include claims, losses, damages and expenses in any way connected with, related to or arising from failure or malfunction of equipment due to the following: wear and tear; end of life failure; corrosion; erosion; deterioration; Customer's failure to follow the Company -provided maintenance plan; unauthorized or improper maintenance; unauthorized or improper parts or material; refrigerant not supplied by Trane; and modifications made by others to equipment. Company shall not be obligated to pay for the cost of lost refrigerant or lost product. Some components of equipment manufactured by Company may be warranted directly from the component supplier, in which case this Limited Warranty shall not apply to those components and any warranty of such components shall be the warranty given by such component supplier. Notwithstanding the foregoing, all warranties provided herein terminate upon termination or cancellation of this Agreement. Equipment, material and/or parts that are not manufactured by Company are not warranted by Company and have such warranties as may be extended by the respective manufacturer. THE REMEDIES SET FORTH IN THIS LIMITED WARRANTY ARE THE SOLE AND EXCLUSIVE REMEDIES FOR WARRANTY CLAIMS PROVIDED BY COMPANY TO CUSTOMER UNDER THIS AGREEMENT AND ARE IN LIEU OF ALL OTHER WARRANTIES AND LIABILITIES, LIABILITIES, CONDITIONS AND REMEDIES, WHETHER IN CONTRACT, WARRANTY, STATUTE OR TORT (INCLUDING NEGLIGENCE), EXPRESS OR IMPLIED, IN LAW OR IN FACT, INCLUDING ANY IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE AND/OR OTHERS ARISING FROM COURSE OF DEALING OR TRADE. COMPANY EXPRESSLY DISCLAIMS ANY REPRESENTATIONS OR WARRANTIES, ENDORSEMENTS OR CONDITIONS OF ANY KIND, EXPRESS OR IMPLIED, INCLUDING ANY IMPLIED WARRANTIES OF QUALITY, FITNESS, MERCHANTABILITY, DURABILITY AND/OR OTHERS ARISING FROM COURSE OF DEALING OR TRADE OR REGARDING PREVENTION BY THE SCOPE OF SERVICES, OR ANY COMPONENT THEREOF, OF MOLDlMOULD, FUNGUS, BACTERIA, MICROBIAL GROWTH, OR ANY OTHER CONTAMINATES, COMPANY EXPRESSLY DISCLAIMS ANY LIABILITY IF THE SCOPE OF SERVICES OR ANY COMPONENT THEREOF IS USED TO PREVENT OR INHIBIT THE GROWTH OF SUCH MATERIALS. THE ENERGY AND BUILDING PERFORMANCE SERVICES ARE PROVIDED ON AN "AS IS" BASIS WITHOUT WARRANTIES OF ANY KI GUD'Y`r✓ 11. Indemnity. To the maximum extent permitted by law. Company and shall indemnify and hold harmIess_4aGh-otbsrTRom any and all claims, actions, costs, expenses, damages and liabilities, including reasonable attorneys' fees, resulting from death or bodily injury or damage to real or personal property, to the extent caused by the negligence or misconduct of the indemnifying po , and/or its respective employees or other authorized agents in connection with their activities within the scope of this Agreement. Neither party shall indemnify the other against claims, damages, expenses, or liabilities to the extent attributable to the acts or omissions of the other party or third parties. if the at fawlt, 11he a0gatinn IQ indernnify shall be proportional to their ralati,e fait". The duty to indemnify and hold harmless will continue in full force and effect, notwithstanding the expiration or early termination of this Agreement, with respect to any claims based on facts or conditions that occurred prior to expiration or termination of this Agreement. 12. Limitation of Liability. NOTWITHSTANDING ANYTHING TO THE CONTRARY, NEITHER PARTY SHALL BE LIABLE FOR SPECIAL, INCIDENTAL, INDIRECT, OR CONSEQUENTIAL LOSSES OR DAMAGES OF ANY KIND (INCLUDING WITHOUT LIMITATION REFRIGERANT LOSS, PRODUCT LOSS, LOST REVENUE OR PROFITS, OR LIABILITY TO THIRD PARTIES), OR PUNITIVE DAMAGES WHETHER BASED IN CONTRACT, WARRANTY, STATUTE, TORT (INCLUDING NEGLIGENCE), STRICT LIABILITY, INDEMNITY OR ANY OTHER LEGAL THEORY OR FACTS. NOTWITHSTANDING ANY OTHER PROVISION OF THIS AGREEMENT, THE TOTAL AND AGGREGATE LIABILITY OF THE COMPANY TO THE CUSTOMER WITH RESPECT TO ANY AND ALL CLAIMS CONNECTED WITH, RELATED TO OR ARISING FROM THE PERFORMANCE OR NON-PERFORMANCE OF THIS AGREEMENT, WHETHER BASED IN CONTRACT, WARRANTY, STATUTE, TORT (INCLUDING NEGLIGENCE), STRICT LIABILITY, INDEMNITY OR ANY OTHER LEGAL THEORY OR FACTS, SHALL NOT EXCEED THE COMPENSATION RECEIVED BY COMPANY OVER THE 12 MONTH PERIOD PRECEDING THE DATE OF OCCURRENCE FOR THE SERVICES AND ADDITIONAL WORK FOR THE LOCATION WHERE THE LOSS OCCURRED. IN NO EVENT SHALL COMPANY BE LIABLE FOR ANY DAMAGES (WHETHER DIRECTOR INDIRECT) RESULTING FROM MOLD/MOULD, FUNGUS, BACTERIA, MICROBIAL GROWTH, OR OTHER CONTAMINATES OR AIRBORNE BIOLOGICAL AGENTS. TO THE MAXIMUM EXTENT ALLOWED BYLAW, COMPANY SHALL NOT BE LIABLE FOR ANY OF THE FOLLOWING IN CONNECTION WITH PROVIDING THE ENERGY AND BUILDING PERFORMANCE SERVICES: INTERRUPTION, DELETION, DEFECT, DELAY IN OPERATION OR TRANSMISSION; CUSTOMER'S NETWORK SECURITY; COMPUTER VIRUS; COMMUNICATION FAILURE; THEFT OR DESTRUCTION OF DATA; GAPS IN DATA COLLECTED; AND UNAUTHORIZED ACCESS TO CUSTOMER'S DATA OR COMMUNICATIONS NETWORK, 13. Asbestos and Hazardous Materials. The Services expressly exclude any identification, abatement, cleanup, control, disposal, removal or other work connected with asbestos polychlorinated biphenyl ("PCB"), or other hazardous materials (collectively, "Hazardous Materials"). Customer warrants and represents that there are no Hazardous Materials an the premises that will in any way affect Company's performance, except as set forth in a writing signed by Company disclosing the existence and location of any Hazardous Materials in all areas within which Company will be performing. Should Company become aware of or suspect the presence of Hazardous Materials, Company may immediately stop work in the affected area and notify Customer. Customer will be responsible for correcting the condition in accordance with all applicable laws and regulations. customer shall be exclusively responsible for and shall indemnify and hold harmless Company (including its employees, agents and subcontractors) from and agai t any loss, claim, liability, fees, penalties, injury (including death) or liability of any nature, and the payment thereof, arising out of or relating to any Hazardous Maier s on or about the premises, not brought onto the premises by Company. Company shall be required to resume performance only in the absence of Hazardous Mat Is or when the affected area has been rendered harmless. In no event shall Company be obligated to transport or handle Hazardous Materials, provide any nob rzs to aky governmental agency, or examine the premises site for the presence of Hazardous Materials. 14. Insurance. Company agrees to maintain the following insure during the term of this Agreement with limits not less than shown below and will, upon request from Customer, provide a Certificate of evidencing the following cover 1- l Commercial General Liability $2,000,00G per occurrence Automobile Liability $2.000,000 CSL 1 Workers Compensation Statutory Limits If Customer has requested to be named as an additional insured under Company's insurance policy, Company will do so but only subject to Company's manuscript additional insured endorsement under its primary Commercial General Liability policies. In no event does Company or its insurer waive rights of subrogation. 16. Force Majeure. Company's duty to perform under this Agreement is contingent upon the non-occurrence of an Event of Force Majeure. If Company is unable to carry out any material obligation under this Agreement due to an Event of Force Majeure, this Agreement shall at Company's election (I) remain in effect but Company's obligations shall be suspended until the uncontrollable event terminates or (ii) be terminated upon 10 days notice to Customer, in which event Customer shall pay Company for all parts of the Services furnished 10 the date of termination. An "Event of Force Majeure" shall mean any cause or event beyond the control of Company. Without limiting the foregoing, "Event of Force Majeure" includes: acts of God; acts of terrorism, war of the public enemy; Flood; earthquake; lightning; tornado; storm; fire; civil disobedience; pandemic; insurrections; riots; Iabodlabour disputes; laborllabour or material shortages from the usual sources of supply; sabotage; restraint by court order or public authority (whether valid or invalid), and action or non -action by or inability to obtain or keep in force the necessary Cu.s�nnc r ayes r)o+ mques4 -�o be, an 0,66rhu,)CA rcrnea ill ©2020 Trane. All rights reserved. Page 13 of 16 Page 124 of 417 St. lucie county admin Bldg - new SA Proposal ID: 1903157 TIME jr, ET-5 GO BEYONDTM governmental authorizations, permits, licenses, certificates or approvals if not caused by Company; and the requirements of any applicable government in any manner that diverts either the material or the finished product to the direct or indirect benefit of the government. 16. Maintenance Services Other Than Solely Scheduled Service. If Company's Maintenance Services hereunder are not limited solely to Scheduled Service, the fallowing provisions shall also apply: (a) Required restoration shall be performed by Customer at its cost prior to Company being obligated to perform hereunder, (b) any changes, adjustments, service or repairs made to the Equipment by any party other than Company, unless approved by Company in writing, may, at Company's option, terminate Company's obligation to render further service to the Equipment so affected; in such case no refund of any portion of the Service Fees shall be made: and (c) Customer shall (i) promptly notify Company of any unusual performance of Equipment; (it) permit only Company personnel to repair or adjust Equipment andlor controls during the Term or a Renewal Term; and (iii) utilize qualified personnel to property operate the Equipment in accordance with the applicable operating manuals and recommended procedures. 17. General. Except as provided below, to the maximum extent provided by law, this Agreement is made and shall be interpreted and enforced in accordance with the laws of the state or province in which Company performs the Services. Any dispute arising under or relating to this Agreement shall be decided by litigation in a court of competent jurisdiction located in the state or province in which the Services are performed. To the extent the premises are awned and/or operated by any agency of the United States Federal Government, determination of any substantive issue of law shall be according to the United States Federal common law of Government contracts as enunciated and applied by United States Federal judicial bodies and boards of contract appeals of the United States Federal Government, This Agreement contains all of the agreements, representations and understandings of the parties and supersedes all previous understandings, commitments or agreements, oral or written, related to the Services. If any term or condition of this Agreement is invalid, illegal or incapable of being enforced by any rule of law, all other Terms of this Agreement will nevertheless remain in full force and effect as long as the economic or legal substance of the transaction contemplated hereby is not affected in a manner adverse to any party hereto. Customer may not assign, transfer, or convey this Agreement, or any part hereof, without the written consent of Company. Subject to the foregoing, this Agreement shall bind and inure to the benefit of the parties hereto and their permitted successors and assigns. This Agreement may be executed in several counterparts, each of which when executed shall be deemed to be an original, but all together shall constitute but one and the same Agreement. A fully executed facsimile copy hereof or the several counterparts shall suffice as an original. Customer may not assign, transfer, or convey this Agreement, or any part hereof, or its right, title or interest herein, without the written consent of Company. Subject to the foregoing, this Agreement shall be binding upon and inure to the benefit of the parties' respective successors and assigns. No failure or delay by the Company in enforcing any right or exercising any remedy under this Agreement shall be deemed to be a waiver by the Company of any right or remedy. 18. Equal Employment Opportunity/Affirmative Action Clause. Company is a federal contractor that complies fully with Executive Order 11246, as amended, and the applicable regulations contained in 41 C.F.R. Parts 60-1 through 60-60, 29 U.S.C. Section 793 and the applicable regulations contained in 41 C.F.R. Part 60-741; and 38 U.S.C. Section 4212 and the applicable regulations contained in 41 C.F.R. Part 60-250 Executive Order 13496 and Section 29 CFR 471, appendix A to subpart A, regarding the notice of employee rights In the United States and with Canadian Charter of Rights and Freedoms Schedule B to the Canada Act 1982 (U.K.) 1982, c. 11 and applicable Provincial Human Rights Codes and employment law in Canada. 19. U.S. Government Services. The following provision applies only to direct sales by Company to the US Government. The Parties acknowledge that all items or services ordered and delivered under this Agreement are Commercial Items as defined under Part 12 of the Federal Acquisition Regulation (FAR). In particular, Company agrees to be bound only by those Federal contracting clauses that apply to "commercial' suppliers and that are contained in FAR 52.212-5(e)(1), Company complies with 52.219.8 or 52.219-9 in its service and installation contracting business. The following provision applies only to Indirect sales by Company to the US Government. As a Commercial Item Subcontractor, Company accepts only the following mandatory flow down provisions: 52.219-8; 52.222-26; 52,222-35; 52.222-36; 52.222-39; 52.247-64. if the Services are in connection with a U.S. Government contract, Customer certifies that it has provided and will provide current, accurate, and complete information, representations and certifications to art government officials, including but not limited to the contracting officer and officials of the Small Business Administration, on all matters related to the prime contract, Including but not limited to all aspects of its ownership, eligibility, and performance. Anything herein notwithstanding, Company will have no obligations to Customer unless and until Customer provides Company with a true, correct and complete executed copy of the prime contract. Upon request, Customer will provide copies to Company of all requested written communications with any government official related to the prime contract prior to or concurrent with the execution thereof, including but not limited to any communications related to Customer's ownership, eligibility or performance of the prime contract. Customer will obtain written authorization and approval from Company prior to providing any government official any information about Company's performance of the Services that are the subject of the Proposal or this Agreement, other than the Proposal or this Agreement. 20. Limited Waiver of Sovereign Immunity. If Customer is an Indian tribe (in the U.S.) or a First Nation or Band Council (in Canada), Customer, whether acting in its capacity as a government, governmental entity, a duly organized corporate entity or otherwise, for itself and for its agents, successors, and assigns: (1) hereby provides this limited waiver or its sovereign immunity as to any damages, claims, lawsuit, or cause of action (herein "Action') brought against Customer by Company and arising or alleged to arise out of the furnishing by Company of any product or service under this Agreement, whether such Action is based in contract, tort, strict liability, civil liability or any other legal theory; (2) agrees that jurisdiction and venue for any such Action shall be proper and valid (a) if Customer is in the U.S., in any state or United Stales court located in the state in which Company is performing this Agreement or (b) if Customer is in Canada, in the superior court of the province or territory in which the work was performed; (3) expressly consents to such Action, and waives any objection to jurisdiction or venue: (4) waives any requirement of exhaustion of tribal court or administrative remedies for any Action arising out of or related to this Agreement; and (5) expressly acknowledges and agrees that Company is not subject to the jurisdiction of Customer's tribal court or any similar tribal forum, that Customer will not bring any action against Company in tribal court, and that Customer will not avall itself of any ruling or direction of the tribal court permitting or directing it to suspend its payment or other obligations under this Agreement. The individual signing an behalf of Customer warrants and represents that such individual is duly authorized to provide this waiver and enter into this Agreement and that this Agreement constitutes the valid and legally binding obligation of Customer, enforceable in accordance with its terms. 1-26.130-7 (0919) Supersedes 1-26.130-7 (0415) ©2020 Trane. All rights reserved. Confidential and-pmpfietar�Linform:q+inn of Trono I l.c. Inc. Page 14 of 16 Page 125 of 417 21. Termination: Either party may terminate the Agreement without cause at any time upon sixty (60) calendar days prior written notice to the other party. 22. Scrutinized Companies Termination: The County may immediately terminate the Contract without cause at any time upon ascertaining that pursuant to § 287.135, Florida Statutes, a company is ineligible to, and may not, bid on, submit a proposal for, or enter into or renew a contract with an agency or local government entity for goods or services if at the time of bidding or submitting a proposal for a new contract or renewal of an existing contract, or at any time thereafter, the company: (1) is on the Scrutinized Companies that Boycott Israel List, created pursuant to § 215.4725, Florida Statutes, or is engaged in a boycott of Israel; (2) is on the Scrutinized Companies with Activities in Sudan list or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, created pursuant to § 215.473, Florida Statutes; or (3) is engaged in business operations in Cuba or Syria. Furthermore, the County may immediately terminate the Contract if it is determined that the company submitted a false certification stating that it was not (1) on the Scrutinized Companies that Boycott Israel List or engaged in a boycott of Israel; (2) was not on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List; (3) or was not engaged in business operations in Cuba or Syria when in fact the company was engaged in such activities at the time of the bid or proposal, or at the time of entering into or renewing the Contract. 23. Public Records: The Company shall 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 Company in conjunction with this Contract. Specifically, the Company shall: (a) Keep and maintain public records that ordinarily and necessarily would be required by the County in order to perform the service. (b) Provide the public with access to public records on the same terms and conditions that the County would provide the records and at a cost that does not exceed the cost provided in state law or as otherwise provided by law. (c) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law. (d) Meet all requirements for retaining public records and transfer, at no cost, to the County all public records in possession of the Company upon termination of the contract and destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must be provided to the County in a format that is compatible with the information technology system of the County. IF THE COMPANY HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE COMPANY'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT (772)462-1441, BellamyS@stlucieco.or, COUNTY ATTORNEY'S OFFICE 2300 VIRGINIA AVENUE, FORT PIERCE, FL 34982 Page 126 of 417 st. lucie county admin bldg - new SA Proposal ID: 1903157 MWE ! rS GO BEYOND"" APPENDIX SERVICE BEST PRACTICES Trane is completely dedicated to making buildings better. The ongoing pursuit of better buildings, using our long-term domain expertise to push new technologies into everyday use, keeps us at the forefront of the industry. In addition to the services details in the agreement above, we take practical steps every day to ensure our approach is safe and efficient. SAFETY Since 2003, U.S. Bureau of Labor Statistics records have consistently shown the Total Recordable Incident Rate (TRIR) and Days Away From Work (DAFW) for Trane have been significantly lower than those for HVAC repair and maintenance contractors and specialty trade contractors (construction). The company's safety culture in America is unparalleled in the building service industry, with proven results in the continuous reduction of injury rates. Trane incident rates (OSHA) are consistently 50 to 70 percent below the industry average. A wide range of safety training and resources are available to Trane technicians, including: • Safety training-20 hours per year • Electrical safety—NFPA 70E compliant, electrical PPE • Fall protection • Ergonomics • Smith System Safe Driving Program • USDOT compliance • Refrigerant management training ENVIRONMENTAL PRACTICES i �i .ra ;a Trane policies and procedures are compliant with all federal and state regulations. Refrigerant (and substitutes) handling, storage and leak repair processes are compliant with Environmental Protection Agency regulation 40 CFR Part 82. Service technicians are Universal -certified and use only certified recovery equipment Refrigerant Management Software (RMS) captures, manages and reports all refrigerant activity at your site. Annually, Trane will send you a report documenting all refrigerant activity that we performed for each piece of equipment during the past 12 months Trane adheres to all environmental regulations when removing used oil from refrigeration units. We have a national contract with a qualified supplier to recycle or dispose of used oil appropriately. ©2020 Trane. All rights reserved. C onfideptial and propriatapj information of Trane I I R Inc Page 15 of 16 Page 127 of 417 st. lucie county admin bidg - new SA Proposal ID: 1903157 TR INE 1 trS GO BEYONDTM CONSISTENCY Nationwide, Trane technicians follow documented, formal processes that ensure uniform service delivery. As an OEM, Trane has developed exclusive service procedures which provide the most reliable outcomes, and extended equipment longevity, at the most cost-effective price. • Exclusive service work flow processes provide detailed steps and information encompassing parts, materials, tools and sequence of execution • Additional steps addressing safety, quality control, work validation and environmental compliance • Technicians must consistently reference documented processes to ensure no critical steps are skipped or omitted • Applicable service processes meet or exceed ASHRAE 180-2008 Standard Practice for Inspection and Maintenance of Commercial Building HVAC Systems ©2020 Trane. All rights reserved. GoAfidoptial and proprietary information of Trana U S IPG Page 16 of 16 Page 128 of 417 8.E.1. 2020-49890 CONSENTAGENDA- INFORMATION �o LUCE.. TECHNOLOGY AGENDA REQUEST DATE: 6/16/2020 o ® *ACTION ITEM - CONTRACT TO: Board of County Commissioners PRESENTED BY: Gino Butto, Chief Information Officer SUBMITTED BY: Information Technology SUBJECT: Laserfiche Development Clone Server Implementation Project BACKGROUND: Laserfiche is used by the County not only for document storage but for creating automated work flows. In order to properly test these work flows, prior to being implemented in production, a test environment is needed. The purpose of this project is to create an environment that simulates the actual production environment for validating changes, upgrades and fixes before they are deployed in the County Laserfiche system. The benefit of a test environment to the organization is more thorough testing can be completed prior to deploying to production. This mitigates a significant amount of risk. Monies for this project were approved in Information Technologies FY 20 budget. PREVIOUS ACTION: N/A FINANCIAL IMPACT: Monies for this project were approved in Information Technologies FY20 budget in account 001-1955-568000- 190000. The contract amount is $104,555.00. RECOMMENDATION: Staff recommends Board approval of the Information Consultants contract and authorization for the Chair to sign documents as approved by the County Attorney. COMMISSION ACTION: RESULT: Page 129 of 417 MOVER: None SECONDER: None AYES: None NAYS: None EXCUSED: None Coordination/Signatures Date: May 21, 2020 Jennifer Hill, Office of Management & Budget Director Date: May 21, 2020 Daniel McIntyre, County Attorney Date: May 27, 2020 Howard Tipton, County Administrator Page 130 of 417 CONTRACT THIS CONTRACT, made this day of , 2020, between ST. LUCIE COUNTY, a political subdivision of the state of Florida, hereinafter called the "COUNTY", and INFORMATION CONSULTANTS, INC., or his, its or their successors, executors, administrators, and assigns hereinafter called the "CONTRACTOR". WITNESSETH: 1. PURPOSE/DESCRIPTION OF WORK That Contractor agrees with County, for the consideration herein mentioned, at his, its or their own proper cost and expense to do all the Work and furnish all the materials, equipment, supplies, and labor necessary to carry out this Contract in the manner and to the full extent as set forth in the Contract Documents, and to the satisfaction of the duly authorized representatives of St. Lucie County, who shall have at all times full opportunity to inspect the materials to be furnished and the Work to be done under this Contract. It is agreed that the work to be done under this Contract is Laserfiche Development Clone Server as set forth in the statement of work dated February 26, 2020, consisting of 08 pages attached hereto and made a part hereof. Any conflict between the terms and conditions of the statement of work and the terms and conditions of this Contract, shall be interpreted in favor of this Contract. 2. PROJECT MANAGER The Project Manager for the County is Wanda Morris at (772) 462-1745. The Project Manager for the Contractor is Pedro Guzman at (954) 675-1618. The parties shall direct all matters arising in connection with the performance of this Contract, other than invoices and notices, to the attention of the Project Managers for attempted resolution or action. Except as otherwise provided for in this Contract, the Project Managers shall be responsible for overall resolution or action. The Project Managers shall be responsible for overall coordination and oversight relating to the performance of this Contract. The Project Manager, however, has no authority to approve or execute Change Order Work except as set forth in the County Purchasing Manual. 3. TIME OF PERFORMANCE The Contractor shall be available to commence services on this contract commencing on the date written above. Contractor shall commence work per the written Notice to Proceed, and shall complete all work within 60 (sixty) calendar days thereafter. It is mutually agreed between the parties hereto that time is of the essence in the performance of this Contract. In the event the Work is not completed within the time specified the County will suffer damages, the amount of which is difficult if not impossible to ascertain. It is agreed, therefore, that from the compensation otherwise to be paid to the Contractor, the County may retain the sum of $100.00 (one hundred and 00/100 dollars) per calendar day for each day thereafter, Sundays and holidays included, that the Work remains uncompleted. This sum shall represent liquidated damages which the County will have sustained per calendar day from the inconvenience and Page 131 of 417 expense caused to the County by the delay in the completion of the Work. This sum is not a penalty, being the liquidated damages the County will have sustained in event of such default by the Contractor. The County reserves the right to additionally recover direct job site expenses incurred during the period of any delay. The Contractor shall be liable for liquidated damages even if the Contract is terminated by the County for cause or if the Contractor abandons the Work. 4. CONTRACT PAYMENT The County shall pay the Contractor for the performance of this Contract and satisfactory completion of the project in accordance with the terms and conditions of this Contract, the total amount not to exceed $104,555.00 (one hundred four thousand five hundred fifty-five and 00/100 dollars) The County shall pay the Contractor through payments issued by the County Finance Department in accordance with the Florida Prompt Payment Act of the Florida Statutes, Chapter 218.70, upon receipt of the certified invoice from the County Project Manager. The parties agree, however, that any payments withheld as liquidated damages or for any other reason allowed by this Contract, shall not be governed by the Florida Prompt Payment Act. 5. SUBCONTRACTORS In the event Contractor requires the services of any subcontractor or professional associate in connection with the Work to be performed under this Contract, the Contractor shall secure the written approval of the County Project Manager before engaging such subcontractor or professional associate. 6. AUDIT The Contractor agrees that the County or any of its duly authorized representatives shall, until the expiration of three years after expenditure of funds under this Contract, have access to and the right to examine any directly pertinent books, documents, papers, and records of the Contractor involving transactions related to this Contract. The Contractor agrees that payment(s) made under this Contract shall be subject to reduction for amounts charged thereto which are found on the basis of audit examination not to constitute allowable costs under this Contract. The Contractor shall refund by check payable to the County the amount of such reduction of payments. All required records shall be maintained until an audit is completed and all questions arising therefrom are resolved, or three years after completion of the project and issuance of the final certificate, whichever is sooner. 7. PUBLIC RECORDS The Contractor shall 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 Contractor in conjunction with this Contract. Specifically, the Contractor shall: (a) Keep and maintain public records that ordinarily and necessarily would be required by the County in order to perform the service. (b) Provide the public with access to public records on the same terms and conditions that the County would provide the records and at a cost that does not exceed the cost provided in state law or as otherwise provided by law. Page 132 of 417 (c) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law. (d) Meet all requirements for retaining public records and transfer, at no cost, to the County all public records in possession of the contractor upon termination of the contract and destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must be provided to the County in a format that is compatible with the information technology system of the County. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT (772)462-1441, BellamyS@stlucieco.org, COUNTY ATTORNEY'S OFFICE 2300 VIRGINIA AVENUE, FORT PIERCE, FL 34982 8. GUARANTEE The Contractor guarantees to repair, replace or otherwise make good to the satisfaction of the County any defects in workmanship or material appearing in the work within one year after the day the work is accepted by the County Project Manager. Contractor further guarantees the successful performance of the work for the service intended. Neither inspection nor payment, including final payment by the County shall relieve the Contractor from his or its obligations to do and complete the work in accordance with this contract. If the County deems it inexpedient to require the Contractor to correct deficient or defective materials or labor, an equitable deduction from the contract price shall be made therefore or in the alternative, the County may sue for damages. This guarantee is in addition to any other warranty available to the County for the Work including but not limited to manufacturers warranties. 9. CONTRACTOR RESPONSIBILITY The Contractor is an independent contractor and is not an employee or agent of the County. Nothing in this Contract shall be interpreted to establish any relationship other than that of an independent contractor, between the County and the Contractor, its employees, agents, subcontractors, or assigns, during or after the performance of this Contract. The Contractor shall take the whole responsibility for the means, methods, techniques, sequences, and production of the Work. The Contractor shall bear all losses resulting to him, or its, on account of the amount or character of the Work, or because of the nature of the ground beneath, in or on which the Work is done is different from what was assumed or expected, or because of bad weather, or because of errors or omissions in his or its bid on the Contract price, or except as otherwise provided in the Contract Documents because of any other causes whatsoever. Execution of this Contract by the Contractor is a representation that the Contractor has visited the site, has conducted a sufficient investigation of the surface and sub -surface conditions in order to submit its bid, has become familiar with the local conditions under which the Work is to be performed, and correlated personal observations with the requirements of the Contract Documents. 3 Page 133 of 417 The Contractor shall protect the entire Work, all materials under the Contract and the County's property (including machinery and equipment) in, or on, or adjacent to the site of the Work until final completion and Work, from the action of the elements, acts of other contractors, or except as otherwise provided in the Contract Documents, and from any other causes whatsoever; should any damage occur by reason of any of the foregoing, the Contractor shall repair at his, or its, own expenses to the satisfaction of the County or its Project Manager. Neither the County nor its officers, employees or agents assume any responsibility for collection of indemnities or damages from any person or persons causing injury to the Work of the Contractor. At his, or its expense, the Contractor shall take all necessary precautions (including without limitation) the furnishing of guards, fences, warnings signs, walks, flags, cables and lights for the safety of and the prevention of injury, loss and damage to persons and property (including without limitation) in the term persons, members of the public, the County and its employees and agents, the Project Manager and his employees, Contractor's employees, his or its subcontractors and their respective employees, other contractors, their subcontractors and respective employees, on, about or adjacent to the premises where said Work is being performed, and shall comply with all applicable provisions of safety laws, rules, ordinances, regulations and orders of duly constituted public authorities and building codes. The Contractor assumes all risk of loss, damage and destruction to all of his or its materials, tools appliances and property of every description and that of his or its subcontractors and of their respective employees or agents, and injury to or death of the Contractor, his or its employees, subcontractors or their respective employees or agents, including legal fees, court costs or other legal expenses, arising out of or in connection with the performance of this Contract. 10. INDEMNIFICATION The Contractor shall indemnify and hold harmless the County and its officers, and employees, from any and all liability, losses or damages, including attorney's fees and costs of defense, which the County or its officers and employees may incur as a result of claims, demands, suits, causes of actions or proceedings of any kind or nature, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of the Contractor and persons employed or utilized by the Contractor in the performance of the construction contract. The Contractor shall pay all claims and losses in connection therewith, and shall investigate and defend all claims, suits or actions of any kind or nature in the name of the County, where applicable, including appellate proceedings, and shall pay all costs, judgments, and attorney's fees which may issue thereon. The Contractor expressly understands and agrees that any insurance protection required by this Agreement or otherwise provided by Contractor shall in no way limit the responsibility to indemnify, keep and save harmless and defend the County or its officers, employees, agents and instrumentalities as herein provided. 11. INSPECTION The project will be inspected by the Project Manager for the County and will be rejected if it is not in conformity with the Contract provisions. Rejected work will be immediately corrected by the Contractor. When the work is substantially completed, the Contractor shall notify the County in writing that the work shall be ready for final inspection on a definite date, at least three (3) calendar days thereafter, which shall be stated in such notice. 4 Page 134 of 417 12. INSURANCE Commercial General Liability: The Contractor shall maintain and, prior to commencement of this contract, provide the County with evidence of commercial general liability insurance to include: 1) for limits of not less than $1,000,000 per occurrence; and 2) a general aggregate limit of not less than $2,000,000. The policy shall also provide the County will be given a thirty (30) day written notice of cancellation or non -renewal. Business Automobile Liability: The Contractor shall maintain and, prior to commencement of this contract, provide the County with evidence of business automobile liability insurance to include: 1) coverage for any automobile for limits of not less than $1,000,000 combined single limit (bodily injury & property damage) per accident and 2) Personal Injury Protection (Florida no-fault) with full statutory limits. The policy shall also provide the County will be given a thirty (30) day written notice of cancellation or non -renewal. Workers' Compensation and Employers Liability: The Contractor shall maintain and, prior to commence of this contract, provide the County with evidence of workers ' compensation insurance providing Florida statutory (F.S. 440) limits to cover all employees and include Employers Liability coverage with limits of not less than $500,000 for accidents or disease. The policy shall also provide the County will be given a thirty (30) day written notice of cancellation or non -renewal. 13. DEFAULT; TERMINATION A. FOR CAUSE If the Contractor fails to fulfill its obligations under this Contract in a timely and proper manner, the County shall have the right, but not the obligation, to terminate this Contract by giving written notice of any deficiency and by allowing the party in default seven (7) calendar days to correct the deficiency. If the Contractor fails to correct the deficiency within the seven calendar day period, this Contract shall terminate at the expiration of that time period. With regard to the Contractor, the following items shall be considered a default under this Contract: (1) If the Contractor should be adjudged bankrupt, or if he, or it, should make a general assignment for the benefit of his, or its, creditors, or if a receiver should be appointed on account of his, or its, insolvency. (2) If the Contractor should refuse or fail, except in cases for which an extension of time is provided, to supply enough properly skilled workmen or proper material to meet the project schedule or if the Contractor should fail to make prompt payment for materials, or labor or other services entering into the Work. Page 135 of 417 (3) If the Contractor disregards laws, ordinances, or the instructions of the Project Manager or otherwise be guilty of a substantial violation of the provisions of the Contract. (4) Fails to perform any of the terms of this Contract or performs work which fails to conform to the requirements of this Contract. In the event of termination, the County may take possession of the premises and all materials, tools, and appliances, thereon and finish the Work by whatever method it may deem expedient. In such cases, the Contractor shall only be entitled to receive payment for Work satisfactorily completed prior to the termination date, subject to any setoffs due the County in completing the Project and for reimbursement of damages incurred. The County may take possession of and use any materials, plant, tools, equipment, and property of any kind furnished by Contractor to complete the Work. If the expense incurred by the County to finish the Work exceeds the unpaid balance on this Contract, the Contractor shall pay the difference to the County. The expense incurred by the County as herein provided, and the damage incurred through the Contractor's default, shall be certified by the Project Manager. The Contractor shall be responsible for both liquidated damages attributable to delay and for excess completion costs. The liability of the Contractor and its surety or sureties for such damages and costs is joint and several. The obligations of the Contractor and his surety with respect to the warranty and maintenance shall remain in full force and effect for the portion of the Work completed by the Contractor and shall not expire until the expiration of the prescribed time period measured from the final acceptance of the project in its entirety. These clauses shall survive the termination of this Contract. If the County makes a determination pursuant to this Contract to hold the Contractor in default and terminate the Contract for cause and it is subsequently determined that any such determination was improper, unwarranted, or wrongful, then any such termination shall be deemed for all purposes as a termination without cause as described below. The Contractor agrees that it shall be entitled to no damages, allowances or expenses of any kind other than as provided in this Agreement in connection with such termination, and does expressly waive, in the event of termination, any and all claims for consequential damages, loss of bonding capacity, destruction of business, unabsorbed home office overhead, lost profit and the like. B. WITHOUT CAUSE Either party may terminate the Contract without cause at any time upon thirty (30) calendar days prior written notice to the other party. In the event of termination, the County shall compensate the Contractor for all authorized work satisfactorily and responsibly completed through the termination date. Upon such termination, the Contractor waives any claims for damages from the termination without cause, including without limitation, any and all consequential claims as set forth above, and as the sole right and remedy of the Contractor, the County shall compensate the Contractor for all authorized Work satisfactorily and responsibly completed through the termination date. C. SCRUTINIZED COMPANIES TERMINATION The County may immediately terminate the Contract without cause at any time upon ascertaining that pursuant to § 287.135, Florida Statutes, a company is ineligible to, and may not, bid on, submit a proposal for, or enter into or renew a contract with an agency or local government entity for goods or services if at the time of bidding or submitting a proposal for a new contract or renewal of an existing contract, or at any time thereafter, the company: (1) is on the Scrutinized Companies that Boycott Israel List, created pursuant to § 215.4725, Florida Statutes, or is engaged in a boycott of Israel; (2) is on the 0 Page 136 of 417 Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, created pursuant to § 215.473, Florida Statutes; or (3) is engaged in business operations in Cuba or Syria. Furthermore, the County may immediately terminate the Contract if it is determined that the company submitted a false certification stating that it was not (1) on the Scrutinized Companies that Boycott Israel List or engaged in a boycott of Israel; (2) was not on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List; (3) or was not engaged in business operations in Cuba or Syria when in fact the company was engaged in such activities at the time of the bid or proposal, or at the time of entering into or renewing the Contract. 14. NON DISCRIMINATION Contractor covenants and agrees that Contractor shall not discriminate against any employee or applicant for employment to be employed in the performance of the Contract with respect to hiring, tenure, terms, conditions or privileges of employment, or any matter directly or indirectly related to employment because of age, sex or physical handicaps (except where based on a bonafide occupational qualification); or because of marital status, race, color, religion, national origin or ancestry. 15. VERIFICATION OF EMPLOYMENT STATUS The County will not intentionally award contracts to any contractor who knowingly employs unauthorized alien workers, constituting a violation of the employment provisions of the Immigration and Nationality Act ("INA"). The Count shall consider the employment by the Contractor of unauthorized aliens a violation of 8 U.S.C. Section 1324a(e) [Section 274A(e) of the INA]. The Contractor agrees that such violation by the Contractor shall be grounds for the unilateral cancellation of this Contract by the County. 16. PRODUCTS OR MATERIALS WITH RECYCLED CONTENT Contractor is required to procure products or materials with recycled content with respect to Work performed or products supplied under the contract when those products or materials are available at reasonable prices. A decision to not procure such items must be based on a determination that such procurement: a) Is not available within a reasonable period of time; or b) Fails to meet the performance standards set forth in the applicable specifications or fails to meet the reasonable performance standards of the agency. Contractor shall provide the County with a written statement indicating what recycled products were used or supplied. If a decision was made not to use recycled products, Contractor shall provide County with a written statement indicating the basis for the decision using the above criteria. 17. FLORIDA PRODUCED LUMBER Where applicable Contractor agrees to comply with the provisions of Section 255.20, Florida Statutes, as may be amended from time to time. Page 137 of 417 18. ASBESTOS -FREE MATERIALS Contractor shall not use any asbestos or asbestos -based fiber materials in the Work performed under this Contract. 19. NOTICES All notices, requests, consents, and other communications required or permitted under this Contract shall be in writing and shall be (as elected by the person giving such notice) hand delivered by messenger or courier service, telecommunicated, or mailed by registered or certified mail (postage prepaid) return receipt requested, addressed to: As to County: St. Lucie County Administrator Administration Annex 2300 Virginia Avenue Ft. Pierce, FL 34982 As to Contractor: Information Consultants, Inc. 15800 Pines Blvd., Suite 300 Pembroke Pines, Florida 33027 Phone: (954) 905-4124 With a Copy To: St. Lucie County Attorney Administration Annex 2300 Virginia Avenue Ft. Pierce, FL 34982 or to such other address as any party may designate by notice complying with the terms of this Section. Each such notice shall be deemed delivered (a) on the date delivered if by personal delivery, (b) on the date upon which the return receipt is signed or delivery is refused or the notice is designated by the postal authorities as not deliverable, as the case may be, if mailed. 20. NON -WAIVER The rights of the parties under this Contract shall be cumulative and the failure of either party to exercise properly any rights given hereunder shall not operate to forfeit any of the said rights. 21. CONFLICT OF INTEREST The Contractor represents that it presently has no interest and shall acquire no interest, either direct or indirect, which would conflict in any manner with the performance of services required hereunder, as provided for in Section 112.311, Florida Statutes and as may be amended from time to time. The Contractor further represents that no person having any interest shall be employed for said performance. The Contractor shall promptly notify the County in writing by certified mail of all potential conflicts of interest prohibited by existing state law for any prospective business association, interest or other circumstance which may influence or appear to influence the Contractor's judgment or quality of services being provided hereunder. Such written notification shall identify the prospective business association, interest or circumstance, the nature of Work that the Contractor may undertake and request an opinion of the County as to whether the association, interest or circumstance would, in the opinion of the County, 8 Page 138 of 417 constitute a conflict of interest if entered into by the Contractor. The County agrees to notify the Contractor of its opinion by certified mail within thirty (30) days of receipt of notification by the Contractor. If, in the opinion of the County, the prospective business association, interest or circumstance would not constitute a conflict of interest by the Contractor, the County shall so state in the notification and the Contractor shall, at his/her option, enter into said association, interest or circumstance and it shall be deemed not in conflict of interest with respect to services provided to the County by the Contractor under the terms of this Contract. 22. ASSIGNMENT The County reserves the right to freely assign this Contract. The Contractor, however, shall not assign this Contract to any other persons or firm without first obtaining County's written approval. In addition, the Contractor shall not have the right to assign any or all of its rights and interests under this agreement to any subsidiary or parent company, or any successor to its business through merger, consolidation, voluntary sale, or transfer of substantially all of its assets without the express written consent of the County. For purposes of this paragraph, a transfer of substantially all of its assets shall be deemed to occur when the owner(s) of more than 50% of the proprietary interest in the business entity transfer, other than between themselves, their immediate families ortheir heirs, such proprietary interest to another person, firm, partnership, corporation or business entity. Any attempt to effect an assignment withoutCounty's prior written consent shall be deemed a default subject to the remedies provided herein. 23. DISPUTE RESOLUTION Any disputes relating to interpretation of the terms of this Contact or a question of fact or arising under this Contract shall be resolved through good faith efforts upon the part of the Contractor and the County or its Project Manager. At all times, the Contractor shall carry on the work and maintain its progress schedule in accordance with the requirements of the Contract and the determination of the County or its representatives, pending a final resolution of the dispute, including, if necessary, any determination by a Court of competent jurisdiction. Any dispute which is not resolved by mutual agreement shall be decided by the County Administrator who shall reduce the decision to writing. The decision of the County shall be final and conclusive unless determined by a court of competent jurisdiction to be fraudulent, capricious, arbitrary, so grossly erroneous as to necessarily imply bad faith, or not be supported by substantial evidence. 24. MEDIATION Prior to initiating any litigation concerning this Contract, the parties agree to submit the disputed issue or issues to a mediator for non -binding mediation. The parties shall agree on a mediator chosen from a list of certified mediators available from the Clerk of Court for St. Lucie County. The fee of the mediator shall be shared equally by the parties. To the extent allowed by law, the mediation process shall be confidential and the results of the mediation or any testimony or argument introduced at the mediation shall not be admissible as evidence in any subsequent proceeding concerning the disputed issue. 25. INTERPRETATION: VENUE This Contract constitutes the entire agreement between the parties with respect to the subject matter hereof and supersedes all prior verbal or written agreements between the parties with respect 9 Page 139 of 417 thereto. This Contract may only be amended by written document, properly authorized, executed and delivered by both parties hereto. This Contract shall be interpreted as a whole unit and section headings are for convenience only. All interpretations shall be governed by the laws of the State of Florida. In the event it is necessary for either party to initiate legal action regarding this Contract, venue shall be exclusively in the Nineteenth Judicial Circuit for St. Lucie County, Florida, for claims under state law and the Southern District of Florida for any claims which are justiciable in federal court. 26. ANTITRUST ASSIGNMENT The Contractor and the County and the State of Florida recognize that in actual economic practice, overcharges resulting from antitrust violations are in fact usually borne by the State of Florida and local governments. Therefore, the Contractor assigns to the State of Florida and the County any and all claims for such overcharges as to goods, materials or services purchased in connection with the Contract. IN WITNESS WHEREOF, the parties hereto have accepted, made and executed this Agreement in counterparts each of which shall be treated as an original upon the terms and conditions above stated. ATTEST: DEPUTY CLERK WITNESSES: (1) (2) ST. LUCIE COUNTY, FLORIDA BOARD OF COUNTY COMMISSIONERS BY: CHAIR APPROVED AS TO FORM AND CORRECTNESS: COUNTY ATTORNEY INFORMATION CONSULTANTS, INC. BY: PRINT NAME: 10 Page 140 of 417 COvONTY F L R I D A"� Statement of Work Laserfiche Development Clone Server with Additional Licenses Prepared for St. Lucie County SOW # 35378 May 28, 2020 Prepared By: nFormation CONSULTANTS SCAN IT FORWARD" Going paperless with a purpose! TM Laser f iche" Page 141 of 417 Statement of Work Purpose The purpose of this project is to create an environment that simulates the actual production environment of St. Lucie County - for validating changes, upgrades and fixes before live deployment. The County is currently licensed with a production set of Laserfiche licenses. To guarantee efficient version upgrades and security rollouts, County employees are required to stay after business hours to offer additional internal support as needed. In the past, Information Consultants Inc. has provided multiple temporary licenses to support the implementation of Laserfiche during business hours. ICONS recommends the purchase of the additional licenses to setup and run the test development environment. Benefits • These additional licenses will provide a validation process for future fixes, upgrades, and modifications without affecting the production environment. • This includes increasing the number of updates to handle monthly security patches within an isolated environment, and reduced customer downtime from accidental updates. • Immediate access to the test licenses during the year without having to contact Laserfiche corporate. In the past, licenses would be available after 60 to 90 days when approved. • Ability to perform tests during business hours — reducing required after hours planning for backup, network, and other ITS staff members. Departments Involved • ITS Laserfiche Business Processes, Forms, Workflows, and Quick Fields Session affected • Laserfiche Workflows —Sample set of workflows to development environment • Laserfiche Forms — Sample set of forms to development environment Team Members from Department Involved • ITS o Applications Analyst - Carlene Cidel o Network & Infrastructure o Database Administrator Additional Laserfiche License Required • Yes, please see the list of additional license(s) required in the price chart below. SCAN IT FORWARD" inrorrmaUon Laser f iche° Going paperless with a purpose! CONSULTANTS 5/28/2020 Statement of Work #35378 Page 1 Page 142 of 417 Additional Third -party License Required • No additional third -party software license will be required for this implementation. Additional Hardware Required • ICONS recommends five (5) additional virtual machine servers as followed: o LFAppDev, LFApPDev02, LFApPDev03 ■ OS: Minimum 2012 64 ■ CPU: 8 cores at 2.4 GHz minimum ■ RAM: 16 to 32 GB ■ Storage: 500 GB ■ SQL: Connection to SQL server or SQL Express o LFWebDev ■ OS: Minimum 2012 64 ■ CPU: 8 to 16 cores at 2.4 GHz ■ RAM: 16 GB ■ Storage: 250 GB ■ SQL: Connection to SQL server or SQL Express o LFAppProdLFDS ■ OS: Minimum 2012 64 ■ CPU: 8 to 16 cores at 2.4 GHz ■ RAM: 16 to 24 GB ■ Storage: 250 GB ■ SQL: Connection to SQL server or SQL Express Hardware Required (Continued) ICONS will distribute the Laserfiche modules based on the number of servers that are provided. The following diagram represents an option configuration based on five (5) additional servers: 1. LFAppProdLFDS 2. LFwebDev 3. LFAppDev 4. LFAppDev02 5. LFAppDev03 SCAN IT FORWARD" inrorrmaUon Laser f iche° Going paper!ess with a purpose! CONSULTANTS 5/28/2020 Statement of Work #35378 Page 2 Page 143 of 417 Q DMZ BOCC Network 1'V LFappProdLFDS: LFa Prod: LFappProd02: 1. LFDS pp LFappProd03: 1-Client 2- Web Admin 1-LFServer 1.Client 2- Client 2.Admin Console 2-Admin Console 3- Admin Console 3. Forms 3- Workflow 10LFwrebProd: I No 4- Import Agent 4. Web Access No 5_CCCkFields Weblink I LFappDev: LFappDev02: LFappDev03: 1 LF Server 1-Client 1-Client 2 Client 2-Admin Console 2-Admin Console 3 Admin Console 3-Workflow 3. Forms LF v: I 4 Im port Agent 4-QuickFields 4. Web Access p Weblink I 5-DCC 5-WebAdmin t J Estimated Timeline • Estimated On -site Hours: 0 hours • Estimated Remote Hours: 92 hours • Recommended Start Date: To be determined • Customer Due Date: To be determined • Estimated Project Duration: 2 Months Assumptions • Information Consultants, Inc. (ICONS) will have the support of St. Lucie County (Client) personnel in order to successfully complete the activities listed in this SOW. • The client will supply ICONS with the necessary information to meet requirements for the recommended solution to be implemented, including all the necessary components. • ICONS will have support from the Client to access their server(s) and/or workstation(s) in order to complete the SOW in a timely manner. • The Laserfiche Development Clone Server Implementation Project will commence at a mutually determined date after Client receives and accepts this quote by sending a Purchase Order. • This SOW will expire 30 days from the date of origination. SCAN IT FORWARD Going paper!ess with a purpose! - 5/28/2020 inrorrmaUon CONSULTANTS Statement of Work #35378 Laser f ichee Page 3 Page 144 of 417 Scope of Work 1. Confirm new licenses are delivered to the customer. 2. Provide Development servers to install Laserfiche software. 3. Provide LFDS and Development servers for Laserfiche Weblink. 4. Provide SSL certificate and IP address on Weblinks (Development). 5. Confirm all departments affected by this SOW. 6. Confirm all users, usernames and roles affected by this SOW. 7. Install Roles and Features needed for Laserfiche installation on servers (LFDS, Development Weblink, Development Server, Development server 1, Development Server 2). 8. Install Laserfiche Directory Server (LFDS) to manage licenses. 9. Relincense LFDS on the new server and remove the licenses from the old server. 10. Update Licenses for all installed components (LF server, Weblink, WebAccess, Distributed Computing Cluster, Import Agent, and QuickFields). 11. Replace license files on the directories of Laserfiche components, restart services, and confirm the system is working without issues. 12. Install Laserfiche Server (Development servers). 13. Install and Configure Laserfiche Forms (Development servers). 14. Install and Configure Laserfiche Workflows (Development servers). 15. Install and Configure Laserfiche WebAccess (Development servers). 16. Install Laserfiche Client, Admin Console and Web Admin (Development servers). 17. Install Quick Fields and Quick Fields Agent (Development servers). 18. Configure Quick Fields and Quick Fields Agent using a copy from Production server. 19. Create a copy of Repositories from Production to Development server. 20. Export Templates, Groups, Security, Folder Structure and Sample Documents from Production to Development server. 21. Install Weblink on Development server. 22. Create Groups on LFDS to be used on the Development server. 23. Export a sample set of Workflows and Forms from Production to Development environment. 24. Test Forms Process on the Development server. 25. Test Workflow process on the Development server. 26. Test additional processes (Access LFDS, WebLink, Quick Fields, Import Agent). 27. Acceptance Test by the Customer. 28. Project Management Review. 29. Create Documentation related to the new servers and components. 30. Confirm weekly review meeting schedule. 31. Project Management Follow up next five (5) weeks. 32. Weekly planning conference calls and on -site meetings (as needed). SCAN IT FORWARD" inrorrmaUon Laser f iche° Going paper!ess with a purpose! CONSULTANTS 5/28/2020 Statement of Work #35378 Page 4 Page 145 of 417 SOW Summary and Price Laserfiche License to Support One (1) Additional Test Server (Development) R1 1 191 Laserfiche Forms Portal Enterprise Portal IF Price Per Unit $ 24,000.00 . . $ 24,000.00 R2 1 Laserfiche Import Agent $ 1,500.00 $ 1,500.00 R3 1 Laserfiche Quick Fields Context (to match the one in prod) $ 10,000.00 $ 10,000.00 R4 1 Laserfiche Quick Fields Agent $ 10,000.00 $ 10,000.00 R5 1 Laserfiche Public Portal Unlimited $ 75,000.00 $ 75,000.00 R6 1 -1 Rio Forms Portal (TRADE IN) -$7,995.00 -$7,995.00 R7 -1 Public Portal for 2 Laserfiche Servers (TRADE IN) -$40,000.00 -$40,000.00 R8 -1 RIO TRADE UP 2019 Q4 PROMOTION (honoring 10% on licenses) -$6,750.00 -$6,750.00 R9 R10 r92 -1 1 Special Discount for QF Context priced as QF Core LSAP Support and Upgrades Total Laserfiche Software Professional Services: Install, configure, implement items listed in the scope of work above, within the Development and -$5,000.00 $ 225.00 -$5,000.00 $ 23,100.00 $ 0i $ 20,700.00 $104,555.00 Grand Total $ 104,555.00 Acceptance and Authorization The client accepts this statement of work and the related costs received from Information Consultants, Inc. The terms and conditions of the Professional Services Agreement apply in full to the services and products provided under this Statement of Work. IN WITNESS WHEREOF, the parties hereto each acting with proper authority have executed this Statement of Work, under seal. Wanda Morris, Assistant Director IT Full name /Title Signature / Date SCAN IT FORWARD" Going paperless with a purpose! - Chanell Solace, Vice President of Operations Full name /Title Signature / Date information CONSULTANTS LaserFiche� 5/28/2020 Statement of Work #35378 Page 5 Page 146 of 417 r Luc a- AGENDA REQUEST 0 TO: Board of County Commissioners PRESENTED BY: Kimberly Graham, County Engineer SUBMITTED BY: Public Works 8.G.1. RES-2020-136 CONSENT AGENDA -PUBLIC WORKS DATE: 6/16/2020 *RESOLUTION ITEM - BOARD APPROVAL QUASI-JUDICIAL ITEM? NO SUBJECT: Resolution - FDOT ROW MOA - Midway Road Widening (Glades Cut -Off Road to Selvitz Road) BACKGROUND: The Florida Department of Transportation (FDOT) is constructing the widening of Midway Road from Glades Cut -Off Road to Selvitz Road. This Project includes the acquisition of right-of-way and related activities along the Project corridor as outlined in the attached Right of Way Acquisition Memorandum of Agreement with FDOT. PREVIOUS ACTION: September 2, 2014 - Board approved LFA and MOA with FDOT for Midway Road (Glades Cut -Off to Selvitz Road) PD&E Study. December 20, 2016 - Board approved LFA and MOA with FDOT for Midway Road (Glades Cut -Off to Selvitz Road) Design. FINANCIAL IMPACT: N/A - All ROW Acquisitions will require Board approval. RECOMMENDATION: Staff recommends Board approval of the attached Resolution No. 20- and Right of Way (ROA) Acquisition Memorandum of Agreement (MOA) with Florida Department of Transportation (FDOT) for Midway Road Widening and authorization for the Chair to sign documents as approved by the County Attorney. COMMISSION ACTION: Page 147 of 417 RESULT: MOVER: None SECONDER: None AYES: None NAYS: None EXCUSED: None Coordination/Signatures Date: June 03, 2020 Don West, Public Works Director Date: June 04, 2020 Daniel McIntyre, County Attorney Date: June 05, 2020 Mark Satterlee, Deputy County Administrator Page 148 of 417 RIGHT OF WAY ACQUISITION MEMORANDUM OF AGREEMENT This is a Memorandum of Agreement ("MOX) made and entered into this __day of 20_, by and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, an agency of the State of Florida ("DEPARTMENT") and the St. Lucie County, a Florida county ("AGENCY"). W/TNESSETH: WHEREAS, the DEPARTMENT is constructing a transportation project for the widening of Midway Road ("Project"), as depicted in the attached Exhibit "A" and associated with Item / Segment Numbers 231440-4 and 231440-5; and WHEREAS, the AGENCY is the owner of the facility; and WHEREAS, pursuant to Sections 339.07, 339.08 and 339.12, Florida Statutes, and federal funding provisions, the DEPARTMENT is authorized to undertake projects within the AGENCY's geographical limits; and WHEREAS, the Project will involve the acquisition of various property interests along the Project corridor; and WHEREAS, the DEPARTMENT plans to construct the Project and conduct right of way acquisition and related activities, including eminent domain proceedings, on the Project for and on behalf of the AGENCY to prepare the Project for construction; and WHEREAS, the DEPARTMENT will conduct its right of way acquisition activities in accordance with its right of way procedures and applicable federal acquisition requirements; and WHEREAS, the parties agree that it is in the best interest of the public to promote a cooperative effort between the DEPARTMENT and the AGENCY for the successful completion of the Project. NOW THEREFORE for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged by the parties, this MOA sets forth and outlines the following agreements between the DEPARTMENT and the AGENCY concerning the performance of acquisition and maintenance activities by the AGENCY and the DEPARTMENT for the AGENCY's Project: The above recitals are true and correct and are incorporated herein by reference. 2. Upon completion of its acquisition and construction activities for the Project, the DEPARTMENT will transfer and the AGENCY will accept acquired property rights along the AGENCY facilities, including excess property acquired by the DEPARTMENT on behalf of the AGENCY. If for some reason the DEPARTMENT does not construct the Project, any acquired property shall be conveyed to the AGENCY in accordance with all federal and state regulations, and the AGENCY shall accept the property and comply with all regulations, including making any and all reimbursements to the DEPARTMENT or the Federal Highway Administration ("FHWA") that may be required by said regulations due to the Project not being constructed. Page 149 of 417 3. Said conveyance shall include, and the AGENCY fully accepts, a transfer and assignment of all rights and obligations pursuant to any maintenance agreement, utility agreement, subordination, and/or other agreements or matters of record relating to the property to be conveyed and the AGENCY shall assume all responsibilities and liabilities arising from any obligations thereunder which responsibilities, liabilities and obligations as set forth in the conveyance documents shall run with the land. This provision shall survive the termination of this MOA. 4. Notwithstanding any other provision herein to the contrary, the DEPARTMENT shall not be responsible for any costs or attorney fees arising out of any liabilities or obligations incurred regarding the right of way after the transfer of property. 5. Prior to and during construction of the Project by the DEPARTMENT, the AGENCY shall be responsible for the maintenance of all properties acquired for the Project by the DEPARTMENT, keeping them in a safe condition. This includes responding to and addressing Code Enforcement violations and complaints from the public as well as any required mowing and litter removal during construction. 6. To the extent provided by law, the AGENCY shall indemnify, defend and hold harmless the DEPARTMENT and all of its officers, agents and employees from any claim, loss, damage, cost, charge, or expense arising out of any act, error, omission, or negligent act by the AGENCY, its agents or employees during acquisition and other related activities on the Project except that neither the AGENCY, its officers, agents or employees will be liable for any claim, loss, damage, cost, charge, or expense arising out of any act, error, omission, or negligent act by the DEPARTMENT or any of its officers, agents or employees during the performance of acquisition and other related activities on the Project. 7. Any and all notices given or required under this MOA shall be in writing and either hand - delivered with receipt acknowledged or sent by certified mail, return receipt requested. All notices delivered shall be directed as follows: As to the DEPARTMENT: Haiyan Ou, PE, Project Manager Florida Department of Transportation 3400 West Commercial Boulevard Fort Lauderdale, Florida 33309-3421 Phone: (954) 777-4641 With copy to: Dan Marwood, Deputy Right of Way Manager - Production Florida Department of Transportation 3400 West Commercial Boulevard Fort Lauderdale, Florida 33309-3421 Phone: (954) 777-4238 As to the AGENCY: Kimberly Graham, P.E., County Engineer St. Lucie County Engineering Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-2153 Page 150 of 417 With copy to: County Attorney St. Lucie County 2300 Virginia Avenue Fort Pierce, FL 34982 Phone (772) 462-1441 8. Multiple copies of this MOA may be fully executed by all parties, each of which shall be deemed to be an original. The date entered above where indicated shall be the date the last party signed this MOA. REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK Page 151 of 417 IN WITNESS WHEREOF, the parties hereto have made and caused this Memorandum of Agreement to be authorized and duly executed on behalf of their respective entities. Administrative Assistant: Print Name: ATTEST: By: Joseph E. Smith County Clerk APPROVED AS TO FORM AND LEGAL SUFFICIENCY Daniel S. McIntyre County Attorney FOR DEPARTMENT: FLORIDA DEPARTMENT OF TRANSPORTATION, DISTRICT FOUR By: Print Name: Print Title: Legal Approval: District Four Attorney FOR AGENCY: ST. LUCIE COUNTY, Through its BOARD OF COUNTY COMISSIONERS By: Cathy Townsend Commission Chair Page 152 of 417 This Memorandum of Understanding has been duly authorized and approved on by County Resolution No. Page 153 of 417 Exhibit A: Project Layout Page 154 of 417 CR 712 (Midway Road) From Glades Cutoff Rd to Selvitz Road FPID: 231440-3-52-01 �I 1 ,It: 40, "147 IIdo,o _ CLME ; Ix 401 A 0 .!Fp dip ,f x< 7 _ - MIDWAY ROA I z ULGACT. ' PIPER CIRCLE f{ ( �- PACKERSOF J INDIAN RIVER _ — SUPPLE •f � OIL I: I v/ 11! J MIDWAY ROAD Abilik Project Layout May 20th, 2020 IFDQT . ' I CI ' C] IJ5 F'Ijt$l UFF NEW MURIZON� MEDICAL COMPLEX _ �y #� *� �� •�. - ILi •i U ST- LUCIE COUNTY ShERIFF 5 OFFICE . qWI � -1 - F- 245 — ------ -- LL _L V mtcau Itoau RU GBi RoaQ - { RPGkI. CIRCLE FM 5'% l I 1 k A. RESOLUTION 20- A RESOLUTION ACCEPTING THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY ACQUISITION MEMORANDUM OF AGREEMENT FOR MIDWAY ROAD FROM GLADES CUTOFF ROAD TO SELVITZ ROAD AND AUTHORIZING THE CHAIR TO EXECUTE THE AGREEMENT AND FURTHER AUTHORIZING THE COUNTY ATTORNEY TO EXECUTE THE AGREEMENT BY APPROVING IT AS TO FORM AND CORRECTNESS WHEREAS, the Board of County Commissioners of St. Lucie County has made the following determinations: Acceptance of the Right of Way Acquisition Memorandum of Agreement with the Florida Department of Transportation for Midway Road from Glades Cut -Off Road to Selvitz Road is in the County's best interest. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of St. Lucie County, Florida: 1. The Board hereby accepts and approves the Right of Way Acquisition Memorandum of Agreement with the Florida Department of Transportation for Midway Road from Glades Cutoff Road to Selvitz Road. 2. The Board hereby authorizes the Chair to execute the above -referenced agreement and further authorizes the County Attorney to execute the agreement by approving it as to form and correctness. After motion and second, the vote on this Resolution was as follows: Chair Cathy Townsend XX Vice -Chair Chris Dzadovsky XX Commissioner Sean Mitchell XX Commissioner Linda Bartz XX Commissioner Frannie Hutchinson XX PASSED AND DULY ADOPTED this 16t" day of June, 2020. Page 1 of 2 Page 156 of 417 ATTEST: Deputy Clerk BOARD OF COUNTY COMMISSIONERS ST. LUCIE COUNTY, FLORIDA f 3'a Chair APPROVED AS TO FORM AND CORRECTNESS: County Attorney Page 2 of 2 Page 157 of 417 r Luc a- AGENDA REQUEST TO: Board of County Commissioners PRESENTED BY: Daniel McIntyre, County Attorney SUBMITTED BY: County Attorney 10.A.1. 2020-49862 REGULAR AGENDA - COUNTY ATTORNEY DATE: 6/16/2020 *ACTION ITEM - BOARD APPROVAL SUBJECT: Amended and Restated Agreement - Harbortown Marina Dredging BACKGROUND: On December 2, 2014, the County and the then owner of Harbortown Marina entered into an agreement pertaining to dredging a portion of Taylor Creek. The County has permits for dredging all segments of Taylor Creek including the areas adjacent to Harbortown Marina. The County has received grant funds from the State of Florida in the amount of $585,210.00 for dredging, muck removal and construction management services for a portion of Taylor Creek. Harbortown and the County desire to use the County's permits and the grant funds received from the State to dredge areas adjacent to Harbortown's existing docks located on Taylor Creek. The proposed dredging will benefit the County because removal of the muck sediments from Taylor Creek is the primary goal of the County's Taylor Creek Restoration Project. Attached to this memorandum is a copy of a proposed Amended and Restated Agreement between Harbortown and the County. PREVIOUS ACTION: N/A FINANCIAL IMPACT: N/A RECOMMENDATION: Staff recommends that the Board approve the amended and restated agreement and authorize the Chair to sign the agreement. COMMISSION ACTION: Page 158 of 417 RESULT: MOVER: None SECONDER: None AYES: None NAYS: None EXCUSED: None Coordination/Signatures �a Date: May 21, 2020 Daniel McIntyre, County Attorney Date: May 26, 2020 Don West, Public Works Director Date: May 27, 2020 Mark Satterlee, Deputy County Administrator Page 159 of 417 AMENDED AND RESTATED AGREEMENT HARBORTOWN MARINA DREDGING C14-12-617 THIS AGREEMENT dated this day of 2020, by and between SHM HARBORTOWN, LLC, hereinafter referred to as the "Harbortown", and ST. LUCIE COUNTY, a political subdivision of the State of Florida, hereinafter referred to as the "County." WHEREAS, the County and a prior owner of Harbortown entered into an agreement on December 2, 2014 pertaining to dredging that the parties including the new owner of Harbortown desire to amend and restate; and WHEREAS, the County has permits for dredging all segments of Taylor Creek, including the areas adjacent to the Harbortown Marina; and, WHEREAS, Harbortown and the County desire to use the County's permits to dredge areas adjacent to Harbortown's existing docks located on Taylor Creek as depicted on Exhibit "A" attached hereto; and WHEREAS, the dredging will benefit the County, because removal of the muck sediments from Taylor Creek is the primary goal of the County's Taylor Creek Dredging Project; and WHEREAS, the County has not dredged the area (as depicted in St. Lucie County Permit 56-0214474-008) to address the sediment outside the navigation channel and east of the railroad bridge; and WHEREAS, the dredging proposed in the area as depicted in St. Lucie County Permit 56- 0214474-008 will allow the Marina to accommodate larger vessels at their outer docks located on Taylor Creek; and WHEREAS, to implement the dredging, it was necessary to modify the County's permits. Harbortown was responsible for amending the County's permit and for coordinating with all applicable regulatory agencies; and WHEREAS, the County has received grant funds from the State of Florida to design and construct the Project. The amount of grant funds available to construct the Project is $335,210.00; and WHEREAS, the parties desire to cooperate and enter into this Agreement to accomplish the purposes set forth above. S/ATTY/AGREEMNT/HarbortownLLC Dredging - Amended & Restated - 20 Page 160 of 417 WITNESSETH: NOW, THEREFORE, in consideration of the mutual promises, representations, obligations, covenants and conditions set forth herein and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereby agree as follows: 1. Recitals. The above stated recitals are true and correct and are incorporated herein by reference. 2. Modification of County Permits. Harbortown was previously responsible for applying to all applicable regulatory agencies for permission to amend the County's permits to accomplish the work set out in St. Lucie County Permit 56-0214474-008. 3. Dredging, Muck Removal. As limited by the amount of state grant funds received by the County, the County and Harbortown agree to use these state grant funds to perform a portion of the dredging in compliance with all permit conditions. The County will be responsible for the proper disposal of muck sediments removed as the result of the dredging. The parties agree that the County shall pay for the dredging, muck removal and construction management services using grant funds received from the State of Florida. No County funds are intended to be used to fund the project. 4. Construction Management Services. Since the permits proposed to be modified are permits issued to the County, the County desires that the County's engineering consultant on the County's dredging project, Dredging and Marine Consulting Engineers, Inc. oversee the dredging work and insure that the work is in compliance with the permits. The parties agree that Dredging and Marine Consulting Engineers, Inc. shall perform the construction inspection of the project to determine whether the project has been properly constructed in accordance with the approved plans. 5. Indemnification. In consideration of the performance of this Agreement, Harbortown agrees to indemnify and hold the County harmless from an against actions and costs of actions, including reasonable attorneys fees, or injury to persons or property arising or in anyway connected with the Taylor Creek Dredging Project. 6. Complete Agreement. The County and Harbortown agree that this Agreement constitutes and contains the entire agreement between the parties hereto as it pertains to the subject matter addressed herein and shall supersede and take precedence over any and all prior and contemporaneous negotiations, agreements and understandings, proposed or otherwise, whether written or oral, between the parties hereto. No modification, amendment, supplement to or waiver of this Agreement or any of its provisions shall be binding upon the Parties hereto unless made in writing and duly authorized and executed by all Parties. S/ATTY/AGREEMNT/HarbortownLLC Dredging - Amended & Restated - 20 Page 161 of 417 7. Binding Effect. All of the terms and provisions of this Agreement shall be binding upon, inure to the benefit of, and be enforceable by the parties and their respective administrators, executors, legal representatives, heirs, successors and permitted assigns, whether so expressed or not. 8. No Third Parties Beneficiaries. Unless expressly stated herein to the contrary, nothing in this Agreement, whether express or implied, is intended to confer any rights or remedies under or by reason of this Agreement on any person other than the parties hereto and their respective administrators, executors, other legal representatives, heirs, successors and permitted assigns. Nothing in this Agreement is intended to relieve or discharge the obligation or liability of any third persons to any party to this Agreement, nor shall any provision give any third persons any right of subrogation or action over or against any party to this Agreement. 9. Severability. If any provision of this Agreement may be construed in two or more ways, one of which would render the provision invalid or otherwise voidable or unenforceable and another of which would render the provision valid and enforceable, such provision shall have the meaning, which renders it valid and enforceable. If any provision hereunder shall be held unenforceable by a court of competent jurisdiction, then the remaining provisions of this Agreement shall continue in full force and effect without being impaired in any way. 10. Amendments. The provisions of this Agreement may not be amended, supplemented, waived or changed, other than by a writing signed by the party against whom enforcement of any such amendment, supplement, waiver or change is sought and making specific reference to this Agreement. 11. Notices. All notices, requests, consents, and other communications required or permitted under this Agreement shall be in writing (including communication) and shall be (as elected by the person giving such notice) hand delivered by messenger or courier services, telecommunicated, or mailed by registered or certified mail (postage prepaid), return receipt requested, addressed to: As to the County: St. Lucie County Administrator 2300 Virginia Avenue Administration Annex Fort Pierce, Florida 34982 As to SHM HARBORTOWN, LLC 14784 Preston Road, Suite 975 Dallas, TX 75254 With a copy to: St. Lucie County Attorney 2300 Virginia Avenue Administration Annex Fort Pierce, Florida 34982 With a copy to: Harbortown Marina — Fort Pierce 1936 Harbortown Drive Fort Pierce, FL 34946 12. Future Project. The County and Harbortown agree to cooperate and attempt to secure additional grant funds. S/ATTY/AGREEMNT/HarbortownLLC Dredging - Amended & Restated - 20 Page 162 of 417 IN WITNESS WHEREOF, the County and Harbortown, each acting under due and proper authority, have caused this Agreement to be executed pursuant to authorization by their respective governing legislative bodies and on behalf of their successors and assigns, effective on the date the last party signs this Agreement. ACCEPTANCE BY THE COUNTY: ATTEST: BOARD OF COUNTY COMMISSIONERS ST. LUCIE COUNTY, FLORIDA BY: DEPUTY CLERK CHAIR APPROVED AS TO FORM AND LEGAL CORRECTNESS L:i'A COUNTY ATTORNEY ACCEPTANCE BY SHM HARBORTOWN, LLC: SHM HARBORTOWN, LLC WITNESS: BY: PRINT NAME AND TITLE S/ATTY/AGREEMNT/HarbortownLLC Dredging - Amended & Restated - 20 Page 163 of 417 r Luc a- AGENDA REQUEST TO: Board of County Commissioners PRESENTED BY: Heather Young, Assistant County Attorney III SUBMITTED BY: County Attorney 10.A.2. 2019-46711 REGULAR AGENDA - COUNTY ATTORNEY DATE: 6/16/2020 *ACTION ITEM - PERMISSION TO FILE SUIT SUBJECT: Port of Fort Pierce - Past Due Invoices to McCully Marine Services, Inc. for Vessel Dockage and Wharfage BACKGROUND: Between September 8, 2019 and October 20, 2019, McCulley Marine Services, Inc. docked vessels at the Port of Fort Pierce. The vessels were being used to transport relief supplies to the Bahamas following Hurricane Dorian. As indicated in the attached invoices, the charges for this use total $22,612.57. To date, these invoices remain unpaid. McCulley contends it was under the misimpression that the fees would be waived pursuant to the Board's decision to waive dockage fees for non-profit entities which were involved in the relief effort. McCully is a for profit corporation, however, and therefore not eligible for the fee waiver. Staff has engaged in discussion with McCulley and its attorney in an effort to resolve the matter, but these discussion have been unsuccessful to date. As set forth in the attached email from McCulley's attorney, they are proposing to settle the matter for $5,000.00 as a set off of their fees for an upcoming artificial reef project. In addition, they would donate materials for artificial reef projects with an estimated value of $12,000.00. While the proposed settlement offer would benefit the artificial reef program, the funds owed by McCulley relate to operations at the Port which are funded from different sources than the artificial reef program. PREVIOUS ACTION: N/A Page 164 of 417 FINANCIAL IMPACT: N/A RECOMMENDATION: Staff requests direction from the Board regarding whether to (1) accept the proposed settlement offer from McCulley Marine Services, (2) continue settlement negotiations, or (3) file suit for the unpaid fees. COMMISSION ACTION: RESULT: MOVER: None SECONDER: None AYES: None NAYS: None EXCUSED: None Coordination/Signatures Date: June 03, 2020 Katrina Slay, Agenda Coordinator Date: June 03, 2020 Daniel McIntyre, County Attorney Date: June 03, 2020 Stan Payne, Director of Air & Sea Port Date: June 05, 2020 Howard Tipton, County Administrator Page 165 of 417 Port of Fort Pierce 2300 Virginia Ave. Fort Pierce, FL 34982 (772) 462-6766 matosa@stlucieco.org INVOICE BILL TO Mr. Boo McCulley McCulley Marine Services, Inc 2309 N Old Dixie Hwy Fort Pierce, FL 34946 United States SHIP TO Mr. Boo McCulley McCulley Marine Services, Inc. 2309 N Old Dixie Hwy Fort Pierce, FL 34946 United States 4 J • 4(:) I Na F&a N Aa INVOICE # 1061 DATE 10/31 /2019 DUE DATE 11/30/2019 DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT 09/24/2019 Vessel Dockage $2.00 per sq. ft. per day- Tug 150 2.00 300.00T elizabeth Anne 75' x 2 days 09/24/2019 Vessel Dockage $2.00 per sq. ft. per day- Barge 400 2.00 800.00T D2005 200' x 2 days 09/24/2019 Wharfage -General $8.00 Wharfage -General Cargo 126.41 8.00 1,011.28 .............................................................................................................................................................. . Stiegler Shipping Co. SUBTOTAL 2,111.28 TAX 77.00 TOTAL 2,188.28 BALANCE DUE $2,1 88.28 Please make all checks payable to St. Lucie County Board of County Commissioners Payments received after the "Due Date" are considered late. A late payment charge of 3% will apply. Thank you for your business! Page 166 of 417 Port of Fort Pierce 2300 Virginia Ave. Fort Pierce, FL 34982 (772) 462-6766 matosa@stlucieco.org INVOICE BILL TO Mr. Boo McCulley McCulley Marine Services, Inc 2309 N Old Dixie Hwy Fort Pierce, FL 34946 United States SHIP TO Mr. Boo McCulley McCulley Marine Services, Inc. 2309 N Old Dixie Hwy Fort Pierce, FL 34946 United States 4 J • 4(:) I Na F&a N Aa INVOICE # 1063 DATE 10/31 /2019 DUE DATE 11/30/2019 DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT 09/21/2019 Wharfage -General $8.00 Wharfage -General Cargo 68 8.00 544.00 09/21/2019 Vessel Dockage Tug Elizabeth Anne 75'x3 days 225 2.00 450.00T 09/21/2019 Vessel Dockage Barge D2005 200'x3 days 600 2.00 1,200.00T SUBTOTAL 2,194.00 TAX 115.50 TOTAL 2,309.50 BALANCE DUE $2,309.50 Please make all checks payable to St. Lucie County Board of County Commissioners Payments received after the "Due Date" are considered late. A late payment charge of 3% will apply. Thank you for your business! Page 167 of 417 Port of Fort Pierce 2300 Virginia Ave. Fort Pierce, FL 34982 (772) 462-6766 matosa@stlucieco.org INVOICE BILL TO Mr. Boo McCulley McCulley Marine Services, Inc 2309 N Old Dixie Hwy Fort Pierce, FL 34946 United States SHIP TO Mr. Boo McCulley McCulley Marine Services, Inc. 2309 N Old Dixie Hwy Fort Pierce, FL 34946 United States 4 J • 4(:) I Na F&a N Aa INVOICE # 1064 DATE 10/31 /2019 DUE DATE 11/30/2019 DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT 09/24/2019 Wharfage -General $8.00 Wharfage -General Cargo 219 8.00 1,752.00 09/24/2019 Vessel Dockage LMC Deck Barge 172 - 165FT x 495 2.00 990.00T 2.00ft for 3 days. LMC 172 IS 165FT LONG SUBTOTAL TAX TOTAL BALANCE DUE 2,742.00 69.30 2,811.30 $2,811.30 Please make all checks payable to St. Lucie County Board of County Commissioners Payments received after the "Due Date" are considered late. A late payment charge of 3% will apply. Thank you for your business! Page 168 of 417 Port of Fort Pierce 2300 Virginia Ave. Fort Pierce, FL 34982 (772) 462-6766 matosa@stlucieco.org INVOICE BILL TO Mr. Boo McCulley McCulley Marine Services, Inc 2309 N Old Dixie Hwy Fort Pierce, FL 34946 United States SHIP TO Mr. Boo McCulley McCulley Marine Services, Inc. 2309 N Old Dixie Hwy Fort Pierce, FL 34946 United States 4 J • 4(:) I Na F&a N Aa INVOICE # 1065 DATE 10/31 /2019 DUE DATE 11/30/2019 DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT 09/24/2019 Vessel Dockage 120ft x 7 days at 2.00ft 840 2.00 1,680.00T 09/24/2019 Vessel Dockage 61 ft x 7 days at 2.00ft 427 2.00 854.00T 09/24/2019 Wharfage -General $8.00 Wharfage -General Cargo 97 8.00 776.00 .............................................................................................................................................................. . Mobro 126 120ft long SUBTOTAL 3,310.00 Summer Star 61ft long TAX 177.38 TOTAL 3,487.38 BALANCE DUE $3,487.38 Please make all checks payable to St. Lucie County Board of County Commissioners Payments received after the "Due Date" are considered late. A late payment charge of 3% will apply. Thank you for your business! Page 169 of 417 Port of Fort Pierce 2300 Virginia Ave. Fort Pierce, FL 34982 (772) 462-6766 matosa@stlucieco.org INVOICE BILL TO Mr. Boo McCulley McCulley Marine Services, Inc 2309 N Old Dixie Hwy Fort Pierce, FL 34946 United States SHIP TO Mr. Boo McCulley McCulley Marine Services, Inc. 2309 N Old Dixie Hwy Fort Pierce, FL 34946 United States 4 J • 4(:) I Na F&a N Aa INVOICE # 1067 DATE 10/31 /2019 DUE DATE 11/30/2019 DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT 10/20/2019 Wharfage -General $8.00 Wharfage -General Cargo 237.29 8.00 1,898.32 10/20/2019 Vessel Dockage LMC172 - 165ft x 4 days 660 2.00 1,320.00T 10/20/2019 Vessel Dockage Tug Elizabeth - 67ft x 4 days 268 2.00 536.00T SUBTOTAL 3,754.32 TAX 129.92 TOTAL 3,884.24 BALANCE DUE $3,884.24 Please make all checks payable to St. Lucie County Board of County Commissioners Payments received after the "Due Date" are considered late. A late payment charge of 3% will apply. Thank you for your business! Page 170 of 417 Port of Fort Pierce 2300 Virginia Ave. Fort Pierce, FL 34982 (772) 462-6766 matosa@stlucieco.org INVOICE BILL TO Mr. Boo McCulley McCulley Marine Services, Inc 2309 N Old Dixie Hwy Fort Pierce, FL 34946 United States SHIP TO Mr. Boo McCulley McCulley Marine Services, Inc. 2309 N Old Dixie Hwy Fort Pierce, FL 34946 United States 4 J • 4(:) I Na F&a N Aa INVOICE # 1068 DATE 10/31 /2019 DUE DATE 11/30/2019 DATE ACTIVITY DESCRIPTION OTY RATE AMOUNT 10/20/2019 Wharfage -General Customs 0IM1901 408.54 8.00 3,268.32 10/20/2019 Vessel Dockage Mobro126 - 120ft x 4 days 480 2.00 960.00T 10/20/2019 Vessel Dockage Summer Star - 61 ft x 4 days 244 2.00 488.00T SUBTOTAL 4,716.32 TAX 101.36 TOTAL 4,817.68 BALANCE DUE $4,817.68 Please make all checks payable to St. Lucie County Board of County Commissioners Payments received after the "Due Date" are considered late. A late payment charge of 3% will apply. Thank you for your business! Page 171 of 417 Port of Fort Pierce 2300 Virginia Ave. Fort Pierce, FL 34982 (772) 462-6766 matosa@stlucieco.org INVOICE BILL TO Mr. Boo McCulley McCulley Marine Services, Inc 2309 N Old Dixie Hwy Fort Pierce, FL 34946 United States SHIP TO Mr. Boo McCulley McCulley Marine Services, Inc. 2309 N Old Dixie Hwy Fort Pierce, FL 34946 United States 4 J • 4(:) I Na F&a N Aa INVOICE # 1073 DATE 11 /04/2019 DUE DATE 12/04/2019 DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT 09/08/2019 Vessel Dockage Tug Champion $2.00 per ft. per 264 2.00 528.00T day x 4 days 09/08/2019 Vessel Dockage Barge GL172 $2.00 per ft. per 660 2.00 1,320.00T day x 4 days 09/08/2019 Wharfage -General $8.00 Wharfage -General Cargo 97.91 8.00 783.28 09/08/2019 Water usage 0.03 cents per gallon 11,785 0.03 353.55 .............................................................................................................................................................. . Lona Harris SUBTOTAL 2,984.83 TAX 129.36 TOTAL 3,114.19 BALANCE DUE $3,114.19 Please make all checks payable to St. Lucie County Board of County Commissioners Payments received after the "Due Date" are considered late. A late payment charge of 3% will apply. Thank you for your business! Page 172 of 417 Heather Young From: Paul Berg <pberg@vocelleberg.com> Sent: Tuesday, May 26, 2020 4:53 PM To: Heather Young Subject: McCulley Marine / Hurricane Relief Port Fees SECURITY WARNING: This email originated from outside the County systems. Please show caution when clicking links or opening attachments unless you recognize the sender and know the content is safe. Questions, call Customer Service at 772-462-2146. Dear Ms. Young As we discussed, the pandemic sidelined much of the company's assets affecting cash flow. Looking back at the relief efforts, McCulley was told the fees had been waived, it never charged customers for the fees and donated a large sum of money itself through donated labor and reduced fees to customers in the relief efforts. They have been a good partner with the County in the past and would like to continue into the future. They have authorized me to offer $5,000 as settlement of the County's claim for Port Fees which would be taken as a setoff of fees due under the upcoming artificial reef project. In the alternative, McCulley is willing to donate $12,000 worth of artificial reef material including : 3-4' limestone boulders Florida special limestone and concrete pyramid reef modules Stackable Ecosystem disc reef modules I hope that we can come to an amicable resolution of this issue. Please let me know if you need any additional information. Thank you, Paul Berg Vocelle & Berg LLP 772-321-7074 cell Please Note: Florida has very broad public records Paws. Most written communications to or from County officials regarding County business are public records available €o the public and media u,,on request. it is the pclicy of 5t. Lucie County that all County records shall be open for personal Inspection, exarnin a€fcn and or copying. Your e-mail communications wi`I be subject io public: disc osure unless an exemption apples to the cumrnL1ni;;aJon. If you received 1his email in error, please notify the sender by reply e-mail and dele'e all materials from all computers. Page 173 of 417 �o LUCE Q AGENDA REQUEST TO: Board of County Commissioners PRESENTED BY Jennifer Mcgee, Sr. Environmental Planner SUBMITTED BY: Environmental Resources SUBJECT: John Evanisko Wetland Waiver BACKGROUND: 10.13.1. RES-2020-133 REGULAR AGENDA - ENVIRONMENTAL RESOURCES DATE: 6/16/2020 *RESOLUTION ITEM - WAIVER QUASI-JUDICIAL ITEM? NO The applicant, Mr. John Evanisko, requests waiver approval to impact 0.23-acres of Category I wetlands in order to develop a single family residence and associated improvements on Lots 4 & 5 of Merry Bee Drive in Fort Pierce, as recorded in Plat Book 6 Page 40 of the public records of St. Lucie County. The 0.45-acre site is located along the west side of Merry Bee Drive and abuts the North Fork of the St. Lucie River. The site contains 0.33-acres of state claimed jurisdictional wetlands (as detailed within the issued Florida Department of Environmental Protection Permit No. 56-0347770-001-EI) and 0.35-acres of federally claimed jurisdictional wetlands (as detailed within the Army Corps of Engineers Permit SAJ-2016-02986 SP- JKA). The subject wetland is considered Category I per St. Lucie County's Comprehensive Plan Policy 6.1.14.1 due to its hydrologic connection to the North Fork of the St Lucie River. Therefore, per Comprehensive Plan Policy 6.1.14.2 any impacts to this Category I wetland or its associated 50 ft. upland buffer require a waiver from the Board of County Commissioners. PREVIOUS ACTION: N/A FINANCIAL IMPACT: N/A RECOMMENDATION: Staff recommends the Board approve the applicant's request for a Category I wetland waiver in accordance Page 174 of 417 with Comprehensive Plan Policy 6.1.14.3 and authorize the Chair to sign documents as approved by the County Attorney. COMMISSION ACTION: RESULT: MOVER: None SECONDER: None AYES: None NAYS: None EXCUSED: None Coordination/Signatures Date: June 03, 2020 Amy Griffin, Environmental Resources Director W14, Date: June 03, 2020 Daniel McIntyre, County Attorney CC Date: June 05, 2020 Mark Satterlee, Deputy County Administrator Page 175 of 417 _ Environmental Resources Department -57 Regulations Division COUNTY MEMORANDUM TO: Board of County Commissioners THROUGH: Amy Griffin, Environmental Resources Director Mike Middlebrook, Environmental Resources Assistant Director FROM: Jennifer McGee, Environmental Regulations Manager DATE: June 3, 2020 SUBJECT: John Evanisko for a Category I Wetland Waiver Background The applicant, Mr. John Evanisko, has requested waiver approval to impact 0.23-acres of a Category I wetland, in order to develop a single family residence and associated improvements on Lots 4 & 5 of Merry Bee Drive in Fort Pierce, as recorded in Plat Book 6 Page 40 of the public records of St. Lucie County. The 0.45-acre site is located along the west side of Merry Bee Drive and abuts the North Fork of the St. Lucie River. The site contains 0.33-acres of state claimed jurisdictional wetlands (as detailed within the issued Florida Department of Environmental Protection Permit No. 56-0347770-001-EI) and 0.35- acres of federally claimed jurisdictional wetlands (as detailed within the Army Corps of Engineers Permit SAJ-2016-02986 SP-JKA). The subject wetland is classified as Category I per St. Lucie County's Comprehensive Plan Policy 6.1.14.1 due to its hydrologic connection to the North Fork of the St Lucie River. In accordance with Comprehensive Plan Policy 6.1.14.3, any impacts to a Category I wetland or its associated 50 ft. upland buffer require a waiver from the Board of County Commissioners. '6 of 417 Board of County Commissioners Evanisko Wetland Waiver June 16, 2020 Page 2 LOCATION: PARCEL ID: ZONING DISTRICT: FUTURE LAND USE: PARCEL SIZE: TBD Merry Bee Drive, Fort Pierce 3409-703-0117-000-5 RS-3 (Residential, Single-Family- 3 du/ac) RU (Residential, Urban) 0.45 ac ADJACENT LAND USE, ZONING AND USES: Direction Future Land Use Zoning Existing Use(s) North RU, Residential Urban RS-3 , Residential Single Family - Vacant Residential 3 du/acre South RU, Residential Urban RS-3 , Residential Single Family - Vacant Residential 3 du/acre East RU, Residential Urban RS-3 , Residential Single Family - Existing Residential 3 du/acre West CPUB, Conservation RS-3 , Residential Single Family - Conservation Public 3 du/acre Findings The subject property is an existing platted lot of record since 1926, as recorded in the official public record of Riverdale Yacht Club Estates Plat. Of the total 0.45-acre subject parcel, 0.35-acres (or approximately 78 percent of the total site) is encompassed by the Category I wetland. Additionally, the site abuts the North Fork of the St. Lucie River, and therefore, requires a 50 ft. shoreline protection zone along the western property boundary extending landward from the mean high water designation (restricting the developable area an additional 0.11-acres or 25 percent of the subject site). Due to the configuration of the wetland and required shoreline protection zone, complete avoidance of Category I wetland impact is not feasible. Therefore, the applicant requests a total 0.23-acres (10,019 square feet) of direct wetland impacts as shown on the proposed conceptual plan exhibit. State and federal permits for the above mentioned impacts have been granted by the Florida Department of Environmental Protection (Permit No. 56-0347770-001-EI) and Army Corps of Engineers (SAJ-2016- 02986). In accordance with these permits, mitigation for the proposed 0.23-acres of wetland impacts is to be provided via the purchase of 0.2 credits of forested wetland credits from Bluefield Ranch Mitigation Bank. Additionally, 0.12-acres of wetland will be preserved onsite, along with the required Page 177 of 417 Board of County Commissioners Evanisko Wetland Waiver June 16, 2020 Page 3 50 ft. shoreline protection zone which will be managed in perpetuity in accordance with the approved Preserve Area Monitoring and Management Plan. The following Comprehensive Plan Policies are applicable to the subject request: Policy 6.1.14.2 — The County shall not permit development in a Category I or 11 wetland or any wetland buffer associated with these wetlands, except as follows: a) Clearing and/or constructing of walking trails, b) Construction of boardwalks/catwalks for direct access to water bodies; construction of wildlife management shelters, footbridges, observation decks and similar structures not requiring a dredge or fill for their placement; and c) Clearing and/or construction of electric/cable utility, stormwater management, water or wastewater infrastructure as needed to provide public service that does not impair the long term viability of the wetland system. d) Alteration is permissible within Category 1 and 11 wetlands, and the required buffer, as necessary for the above activities if.• a. No other reasonable alternative exists and avoidance cannot be achieved; b. Such activity is consistent with other policies of the Comprehensive Plan; c. Such activity complies with the requirements of all Federal, State, and Local agencies claiming jurisdiction over wetland alteration and adequate mitigation of any adverse hydrological and physical alterations is provided d. No more than 1 percent of any Category I wetland is impacted, except as noted in Policy 8.1.14.3; e. No more than 15 percent of any Category 11 wetland is impacted, except as noted in Policy 8.1.14.3; f. Appropriate mitigation is provided. Policy 6.1.14.3 — In addition to the alteration provisions of Policy 8.1.14.3(c)1, alteration of a Category 1 or 11 wetland may be allowed when no other reasonable alternative exists and avoidance and minimization of impacts cannot otherwise be achieved. Any provision of this Comprehensive Plan or the Land Development Code related to the preservation of a Category I or 11 wetland that precludes all reasonable economically viable use of the property or would prohibit a reasonable public use of the property and which if applied would result in a compensable taking of the property may be waived to the extent necessary to provide the minimum reasonable use, public or private, of the property. These provisions shall only be waived following the review and approval of the Board of County Commissioners, or their designee, in a manner set forth in the Land Development Code. The standards for the granting of any waiver shall be set forth in the Land Development Code and shall be consistent with the general standards and intent of the Comprehensive Plan. This reference is a scrivener's error in the Comprehensive Plan; refer to Policy 8.1.14.2 for the correct citation. This error has been corrected in the recently adopted EAR based amendments however these updates are not yet effective. The policy amendments have no bearing on the analysis of this application. Page 178 of 417 Board of County Commissioners Evanisko Wetland Waiver June 16, 2020 Page 4 STANDARDS OF REVIEW SET FORTH IN SECTION 10.01.02 ADAPTED, ST. LUCIE COUNTY LAND DEVELOPMENT CODE The Land Development Code does not provide specific standards of review for wetland waivers, therefore staff adapted Section 10.01.02 (Standards for Granting Variances) for review of the proposed wetland waiver. The Board of County Commissioners shall not grant a waiver unless, in each case, make specific findings of fact based directly upon the particular evidence presented supporting written conclusions that: 1. The waiver requested arises from a condition that is unique and peculiar to the land, structures and buildings involved; that the particular physical surroundings, the shape, or topographical condition of the specific property involved, would result in unnecessary hardship for the owner, lessee, or occupant, as distinguished from a mere inconvenience, if the provisions of this Code are literally enforced; that it is a condition that is not ordinarily found in the same zoning district, and the condition is created by the regulations of this Code, and not by an action or actions of the property owner or the applicant; The subject property was platted in 1926, prior to establishment of wetland protection regulations. Due to the extent and configuration of the wetlands onsite, which consist of 78 percent of the subject parcel, complete avoidance of wetland impacts is not feasible. Additional development restrictions associated with the preservation of the required 50 ft. shoreline protection zone in accordance with LDC 6.02.02, which encompasses an additional 25 percent of the subject site. The waiver requested is necessary as enforcement of the provisions of the Code and Comprehensive Plan would render the property unbuildable. 2. The granting of the waiver will not impair or injure other property or improvements in the neighborhood in which the subject property is located, nor impair an adequate supply of light or air to adjacent property, substantially increase the congestion in the public streets, increase the danger of fire, create a hazard to air navigation, endanger the public safety, or substantially diminish or impair property values within the neighborhood; Granting of the waiver is not anticipated to adversely affect neighboring properties, as it is an existing lot of record and the proposed use is consistent with the surrounding zoning and future land use for the existing neighborhood. 3. The waiver granted is the minimum waiver that will make possible the reasonable use of the land, building or structures; and The proposed 0.23-acres of wetland fill is the minimum necessary for the proposed single-family residential construction. A minimum 0.12-acres of wetlands will be preserved and the 50 ft. shoreline Page 179 of 417 Board of County Commissioners Evanisko Wetland Waiver June 16, 2020 Page 5 protection zone will be restored and maintained in accordance with LDC 6.02.02, resulting in approximately 50 percent of the site to remain in its natural state. 4. The waiver desired will not be opposed to the general spirit and intent of this Code or the St. Lucie County Comprehensive Plan. The applicant proposes to avoid and minimize impacts with preservation of 0.12-acres of wetlands along with the preservation of the 50-foot shoreline protection zone, which will be protected and managed in perpetuity in accordance with the required Preserve Area Monitoring and Management Plan (PAMMP). Further, mitigation for the 0.23-acres of unavoidable impacts is proposed via the purchase of 0.2 credits from the Bluefield Ranch Mitigation Bank. Collectively, the avoidance and minimization measures taken and mitigation provided meet the general spirit and intent of the St. Lucie County Land Development Code and Comprehensive Plan. RECOMMENDATION: Staff recommends the Board approve the applicant's request for a Category I wetland waiver in accordance with Comprehensive Plan Policy 6.1.14.3 and authorize the Chair to sign documents as approved by the County Attorney. Page 180 of 417 RESOLUTION NO. 2020-133 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS GRANTING A CATEGORY I WETLAND WAIVER PER COMPREHENSIVE PLAN POLICY 6.1.14.2 FOR LOTS 4 AND 5, BLOCK 12, UNIT TWO OF RIVERDALE YACHT CLUB ESTATES, IN ST. LUCIE COUNTY, FLORIDA WHEREAS, the Board of County Commissioners of St. Lucie County, Florida, based on the testimony and evidence, including but not limited to the staff report, has made the following determinations: John Evanisko has requested a waiver per Comprehensive Plan Policy 6.1.14.2 to impact a total of 0.23 acres (10,018 square feet) of Category I wetlands as depicted on the attached Exhibit B to allow for the development of single family residence and associated improvements on the property depicted on the attached map Exhibit A, and described in Part B below. 2. On April 26, 2019, the Environmental Resources Director approved an administrative shoreline variance via ERD 18-002 for allowance of an aerobic treatment unit within the 300 ft. Zone B shoreline buffer. 3. After consideration of staff comments and the standards of review for granting waivers adapted from Section 10.01.02 of the St. Lucie County Land Development Code, the Board of County Commissioners has made the following determination: The requested waiver meets the standards of review as set forth in Section 10.01.02 of the St. Lucie County Land Development Code and is consistent with the goals, objectives, and policies of the St. Lucie County Comprehensive Plan, because: 1. The granting of the requested waiver allows for the development of this platted lot of record established as of 1926. 2. The granting of the requested waiver will not adversely affect neighboring properties, as it is an existing lot of record and the proposed use is consistent with the surrounding existing neighborhood. 3. The granting of the requested waiver is the minimum necessary for reasonable use of the property. The extent and location of the wetland in conjunction with the riverine protection setback per Land Development Code 6.02.02 would not allow for development of the subject platted lot without the granting of a waiver in accordance with Comprehensive Plan Policy 6.1.14.3. 4. The requested waiver is not entirely in conflict with the general spirit and intent of the Land Development Code and the goals, objectives, and policies of the St. Lucie County Comprehensive Plan. The applicant has minimized impacts to preserve 0.12-acres of the onsite wetland and the 50-foot shoreline protection June 16, 2020 Resolution No. 2020-133 Page 1 Page 181 of 417 zone along the North Fork of the St. Lucie River. Further, mitigation to offset the 0.23-acres of unavoidable impacts is provided via purchase of 0.2 credits from the Bluefield Ranch Mitigation Bank. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of St. Lucie County, Florida: A. Petition of John Evanisko for a Category I Wetland Waiver in accordance with Comprehensive Plan Policy 6.1.14.3 pursuant to Section 10.01.02 Standards of Review of the Land Development Code, for lots 4 and 5 of Riverdale Yacht Club Estates- Unit 2 Block 12 is hereby approved/denied as depicted on the exhibit prepared by Compass Surveying dated 5/26/2016 as depicted in Exhibit B, for the property described below, subject to the following conditions: 1) Prior to issuance of a Vegetation Removal Permit, the applicant shall provide the required Conservation Easement over the onsite preserves, the approved Preserve Area Monitoring and Management Plan (PAMMP), with an attached affidavit and cashier's check (payable to the Clerk of the Court for recording fees) to the County Attorney for review and approval. The applicant shall also provide a shapefile of the conservation easement boundaries to St. Lucie County. A copy of a standard Conservation Easement can be obtained from the St. Lucie County Environmental Resources Department. 2) Prior to issuance of a Vegetation Removal Permit or Exemption, the developers, their successor or assigns, shall conduct a pre -construction meeting with construction personnel and Environmental Resources Department staff to verify vegetation and preserve area protection measures have been installed. 3) Prior to issuance of a Certificate of Occupancy, all Category I listed invasive species shall be eradicated from the site. 4) The issuance of County development permit does not in any way create any rights on the part of the applicant to obtain a permit from a state, federal agency or any other County approvals and does not create any liability on the part of the County if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. 5) All other applicable state or federal permits must be obtained before commencement of the development. B. The property on which this waiver is being approved is described as follows: LOTS 4 & 5, BLOCK 12, UNIT TWO RIVERDALE YACHT CLUB ESTATES, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 6, PAGE(S) 40, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. June 16, 2020 Resolution No. 2020-133 Page 2 Page 182 of 417 C. The waiver approval granted under this Resolution is specifically conditioned to the requirement that the petitioners, including any successors in interest, shall obtain all necessary development permits and construction authorizations from the appropriate State and Federal regulatory authorities, including but not limited to: the United States Army Corps of Engineers, the Florida Department of Environmental Protection, and the South Florida Water Management District, prior to commencement of development activities on the property described in Part B. D. A copy of this resolution shall be attached to the plan exhibit described in Part A, which plan shall be placed on file with the St. Lucie County Environmental Resources Director. E. The conditions set forth in Part A are an integral nonseverable part of the waiver approval granted by this resolution. If any condition set forth in Part A is determined to be invalid or unenforceable for any reason and the developer declines to comply voluntarily with that condition, the waiver approval granted by this resolution shall become null and void. F. The Order shall become effective upon the date indicated below. An appeal from the Board of County Commissioners' action may be processed within thirty (30) days in accordance with Section 11.11.02(F), of the St. Lucie County Land Development Code. G. This resolution shall be recorded in the Public Records of St. Lucie County. The recording of this resolution does not authorize the commencement of any on -site development activities without obtaining such further development permits as may be required. After motion and second, the vote on this resolution was as follows: Cathy Townsend, Chair XXX Chris Dzadovsky, Vice -Chair XXX Sean Mitchell, Commissioner XXX Linda Bartz, Commissioner XXX Frannie Hutchinson, Commissioner XXX PASSED AND DULY ADOPTED this 19th day of June 2020. BOARD OF COUNTY COMMISSIONERS ST. LUCIE COUNTY, FLORIDA I:tt'1 June 16, 2020 Resolution No. 2020-133 Page 3 Page 183 of 417 ATTEST: DEPUTY CLERK June 16, 2020 Chair APPROVED AS TO FORM AND CORRECTNESS: COUNTY ATTORNEY Resolution No. 2020-133 Page 4 Page 184 of 417 June 16, 2020 Exhibit A General Location Map Resolution No. 2020-133 Page 5 Page 185 of 417 June 16, 2020 Exhibit B E3motAmmm ror77 wo mArnew.m la "PlATe a # °F NA P.D. 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MILITARY TRAIL SUITE 102 �m a SPECIFIC PURPOSE "SITE PLAN OF PROPOSED IMPROVEMENTS" SURVEY WEST PALM BEACH, FL 33407 n w www.compasssurveying.net XXX/-Ifel'YOff %�i Alf OMPAS ST, �/f�Gf, /L 3490Z SURVEYING o PREPARED FOR LB. 7463 PHONE: 561.640.4800 FAX: 561.640.0576 /OnlV fV1iN15KO Page 187 of 417 �aa Depart �� 0 7 O w o �e d dental PC a Florida Department of Environmental Protection Southeast District Office 3301 Gun Club Road, MSC 7210-1 West Palm Beach, FL 33406 561-681-6600 Project Name: Evanisko Residence Permittee/Authorized Entity: John Evanisko 804 S. 121h Street Fort Pierce, FL 34950 Email: jme8097kbellsouth.net Authorized Agent: Florida Environmental Consulting, Inc. c/o Timothy Maslin, President Email: TimMkfl-env.com Environmental Resource Permit - Granted State-owned Submerged Lands Authorization — Granted Rick Scott Governor Carlos Lopez-Cantera Lt. Governor Noah Valenstein Secretary U.S. Army Corps of Engineers Authorization — Separate Corps Authorization Required Permit No.: 56-0347770-001-EI Permit Issuance Date: September 18, 2017 Permit Construction Phase Expiration Date: September 18, 2022 www.dep.state.fl.us Page 188 of 417 Consolidated Environmental Resource Permit and State-owned Submerged Lands Authorization Permit No.: 56-0347770-001-EI PROJECT LOCATION The activities authorized by this Permit and state-owned submerged lands authorization are located within uplands, wetlands and surface waters, portions of which are located within the North Fork St. Lucie Aquatic Preserve, Outstanding Florida Waters, Class III Waters, adjacent to Lot 4 and Lot 5, Merry Bee Drive, Fort Pierce (Section 9, Township 36 South, Range 40 East), in St. Lucie County (Latitude N 27' 21' 23.48", Longitude W 80' 20' 34.23"). PROJECT DESCRIPTION The permittee is authorized to fill 12,197 ft2 (0.28 acres) of wetlands for the construction of a private, single-family residence and associated structures, and construct a 40 ft2 floating dock. This permit also authorizes 40 ft2 of impacts to surface waters. The submerged bottom at the project site consists of sand, rock, and silt. Mangroves, submerged resources, or submerged grassbeds are not located within the dock project boundaries; therefore, there will be no adverse impacts. Wetland vegetation is located within the project boundaries and is authorized to be impacted by these activities. To offset unavoidable adverse impacts to 0.28 acres of wetlands for construction of the residence, the permittee has elected to purchase 0.2 forested freshwater credits from Bluefield Ranch Mitigation Bank. The attached standard manatee conditions (version 2011) shall be adhered to during all in -water work. Prior to construction commencement, weighted floating turbidity curtains, extending to within one - foot from the submerged bottom shall be utilized around the project area to ensure that any turbidity resulting from construction activities will be contained within the project boundaries. All water bodies, including any adjacent submerged aquatic vegetation outside the specific limits of construction authorized by this permit shall be protected from erosion, siltation, sedimentation, and/or scouring. AUTHORIZATIONS Environmental Resource Permit The Department has determined that the activity qualifies for an Environmental Resource Permit. Therefore, the Environmental Resource Permit is hereby granted, pursuant to Part IV of Chapter 373, Florida Statutes (F.S.), and Chapter 62-330, Florida Administrative Code (F.A.C.). Sovereignty Submerged Lands Authorization The activity is located on sovereignty submerged lands owned by the State of Florida. It therefore also requires authorization from the Board of Trustees of the Internal Improvement Trust Fund (Board of Trustees), pursuant to Article X, Section 11 of the Florida Constitution, and Section 253.77, F.S., and Chapter 258, F.S. Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 2 of 14 Page 189 of 417 As staff to the Board of Trustees under Sections 253.002, F.S., the Department has determined that the activity qualifies for and requires a Letter of Consent, as long as the work performed is located within the boundaries as described and is consistent with the terms and conditions herein. During the term of this Letter of Consent you shall maintain satisfactory evidence of sufficient upland interest as required by paragraph 18-21.004(3)(b), Florida Administrative Code. If such interest is terminated or the Board of Trustees determines that such interest did not exist on the date of issuance of this Letter of Consent, this Letter of Consent may be terminated by the Board of Trustees at its sole option. If the Board of Trustees terminates this Letter of Consent, you agree not to assert a claim or defense against the Board of Trustees arising out of this Letter of Consent. Federal Authorization Your proposed activity as outlined on your notice and attached drawings does not qualify for Federal authorization pursuant to the State Programmatic General Permit and a separate permit or authorization may be required from the Corps. A copy of your permit application has been forwarded to the Corps for their review. The Corps will issue their authorization directly to you or contact you if additional information is needed. If you have not heard from the Corps within 30 days from the date your application was received at the local FDEP Office, contact the Corps at the Palm Beach Gardens Regulatory Field Office at (561) 472-3508, for status and further information. Failure to obtain Corps authorization prior to construction could subject you to federal enforcement action by that agency. Authority for review - an agreement with the USACOE entitled "Coordination Agreement Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection, or Duly Authorized Designee, State Programmatic General Permit", Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act. Coastal Zone Management Issuance of this authorization also constitutes a finding of consistency with Florida's Coastal Zone Management Program, as required by Section 307 of the Coastal Zone Management Act. Water Quality Certification This permit also constitutes a water quality certification under Section 401 of the Clean Water Act, 33 U.S.C. 1341. Other Authorizations You are advised that authorizations or permits for this activity may be required by other federal, state, regional, or local entities including but not limited to local governments or municipalities. This permit does not relieve you from the requirements to obtain all other required permits or authorizations. The activity described may be conducted only in accordance with the terms, conditions and attachments contained in this document. Issuance and granting of the permit and authorizations herein do not infer, nor guarantee, nor imply that future permits, authorizations, or modifications will be granted by the Department. Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 3 of 14 Page 190 of 417 PERMIT/SOVEREIGNTY SUBMERGED LANDS CONDITIONS The activities described must be conducted in accordance with: • The Specific Conditions • The General Conditions • The Special Consent Conditions • The General Conditions for Sovereignty Submerged Lands Authorization • The limits, conditions and locations of work shown in the attached drawings • The term limits of this authorization You are advised to read and understand these conditions and drawings prior to beginning the authorized activities, and to ensure the work is conducted in conformance with all the terms, conditions, and drawings herein. If you are using a contractor, the contractor also should read and understand these conditions and drawings prior to beginning any activity. Failure to comply with these conditions, including any mitigation requirements, shall be grounds for the Department to revoke the permit and authorization and to take appropriate enforcement action. Operation of the facility is not authorized except when determined to be in conformance with all applicable rules and this permit and sovereignty submerged lands authorization, as described. SPECIFIC CONDITIONS- PROJECT FORMS & ATTACHMENTS (1) The attached project drawings (sheets I through 9); the Standard Manatee Conditions for In -Water Work, 2011, which can be downloaded at can be downloaded at http://myLvc.com/media/415448/Manatee_StdCondln_waterWork.pdf; the "Florida EPPC's 2015 Invasive Plant Species List" which can be downloaded at http://www.flopc.org/list/2015FLEPPCLIST-LARGEFORMAT-FINAL.pdf; and DEP forms 62- 330.310(3), 62-330.310(1); 62-330.310(2); 62-330.340(1); and 62-330.350(1), which may be downloaded at http://www.dep.state.fl.us/water/wetlands/erp/forms.htm become part of this permit. If the permittee does not have access to the Internet, please contact the Department at (561) 681-6600 to request the aforementioned forms and/or document(s). SPECIFIC CONDITIONS - PRIOR TO CONSTRUCTION (2) After selection of the contractor to perform the authorized activities and prior to the initiation of any work authorized by this permit, the permittee (or authorized agent) and the contractor shall attend a pre -construction conference with a representative of the Department. It shall be the responsibility of the permittee to contact the Department's Compliance Assistance Program, by email SEDERP(adep.state. fl.us, or by phone (561) 681-6600, to schedule the pre -construction conference. (3) Prior to initiation of any work authorized by this permit, all wetlands, surface waters, and storm drains, outside the specific limits of construction authorized by this permit shall be protected from erosion, siltation, sedimentation, and/or scouring, including the placement of staked erosion control devices around the project area and staging area(s) that are located outside of any authorized impact areas. The limits of impact shall be clearly marked during construction in a way which is visible and obvious to anyone performing work on -site, including someone operating heavy equipment. Orange construction fence or tall flagged stakes along the barriers are possible methods. Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 4 of 14 Page 191 of 417 SPECIFIC CONDITIONS — CONSTRUCTION ACTIVITIES (2) Any fill material used shall be clean fill and free of vegetative matter, trash, rebar, garbage, toxic or hazardous waste, or any other unsuitable materials. (3) There shall be no storage or stockpiling of tools and materials (i.e., lumber, pilings, debris), within wetlands or along the shoreline adjacent to waters of the state. All excess lumber, scrap wood, trash, garbage, and any other type of debris shall be removed from wetlands/waters of the state within 14 days of completion of the work authorized in this permit. All construction equipment/tools and materials shall be transported to and from the site via upland roadways and barges and all equipment/tools and materials shall be stored on the uplands. (4) All watercraft associated with the construction of the permitted activities shall only operate within waters of sufficient depth (one -foot clearance from the deepest draft of the vessel (barge) to the submerged bottom) so as to preclude bottom scouring or prop dredging. (5) Prior to installation of the, all installed wooden piles shall be wrapped with an impervious membrane one -foot above the mean high water line to one -foot below the substrate. SPECIFIC CONDITIONS — MITIGATION (3) This permit authorizes adverse impacts to 0.28 acres of wetlands. The remaining 0.17 acres jurisdictional wetlands shall not be impacted without written authorization from the Department. (4) To offset unavoidable adverse impacts to 0.28 acres of wetlands, prior to any construction activities, the permittee has provided proof to the Department that 0.20 Freshwater Forested Mitigation Credits have been purchased from Bluefield Ranch Mitigation Bank. SPECIFIC CONDITIONS — MONITORING/REPORTING REQUIREMENTS (6) Turbidity levels outside the construction area shall not exceed 0 NTU's above background levels. The following measures shall be taken immediately by the permittee whenever turbidity levels within waters of the State surrounding the project site exceed 0 NTUs above background: a) Notify the Department at (561) 681-6600 at the time the violation is first detected. b) Immediately cease all work contributing to the water quality violation. c) Stabilize all exposed soils contributing to the violation. Modify the work procedures that were responsible for the violation, install more turbidity containment devices, and repair any non-functional turbidity containment devices. d) As required, perform turbidity monitoring per Specific Conditions. e) Resume construction activities once turbidity levels outside turbidity curtains fall below 29 NTUs. (7) Water turbidity levels shall be monitored if a turbidity plume is observed outside the limits of the required turbidity control devices. Samples shall be taken every four hours until turbidity Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 5 of 14 Page 192 of 417 subsides at one foot above the bottom, mid -depth, and one -foot below the surface at monitoring stations located as follows: a) Approximately 100 feet up -current of the work sites and clearly outside the influence of construction activities. (This shall serve as the natural background sample against which other turbidity readings shall be compared.) b) Directly outside the turbidity curtains surrounding the work sites and within the densest portion of any visible turbidity plume. (This sample shall serve as the compliance sample.) (8) During dock construction activities, the permittee or permittee's contractor shall collect the following turbidity monitoring data at the frequency and water depths directed by the Specific Condition above: a) Date and time of sampling event b) Turbidity sampling results (background NTUs, compliance NTUs, and the difference between them) c) Description of data collection methods d) An aerial map indicating the sampling locations e) Depth of sample(s) f) Weather conditions at times of sampling g) Tidal stage and direction of flow Data shall be collected in a turbidity log and shall include a statement by the individual responsible for implementation of the sampling program attesting to the authenticity, precision, limits of detection, and accuracy of the data. The turbidity log shall be scanned and sent on a weekly basis to the Department's Compliance Project Manager, Jonathan Pempek, by email at Jonathan.Pempek&dep.state. fl.us. The subject line of the email shall include the project name, permit number, and the title "Turbidity Monitoring Reports." SPECIFIC CONDITIONS — MANATEE CONDITIONS (9) The permittee shall comply with the standard manatee protection construction conditions listed in the attached "2011 Standard Manatee Conditions for In -Water Work". GENERAL CONDITIONS FOR INDIVIDUAL PERMITS The following general conditions are binding on all individual permits issued under chapter 62-330, F.A.C., except where the conditions are not applicable to the authorized activity, or where the conditions must be modified to accommodate project -specific conditions. (1) All activities shall be implemented following the plans, specifications and performance criteria approved by this permit. Any deviations must be authorized in a permit modification in accordance with Rule 62-330.315, F.A.C. Any deviations that are not so authorized may subject the permittee to enforcement action and revocation of the permit under Chapter 373, F.S. (2) A complete copy of this permit shall be kept at the work site of the permitted activity during the construction phase, and shall be available for review at the work site upon request by the Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 6 of 14 Page 193 of 417 Agency staff. The permittee shall require the contractor to review the complete permit prior to beginning construction. (3) Activities shall be conducted in a manner that does not cause or contribute to violations of state water quality standards. Performance -based erosion and sediment control best management practices shall be installed immediately prior to, and be maintained during and after construction as needed, to prevent adverse impacts to the water resources and adjacent lands. Such practices shall be in accordance with the State of Florida Erosion and Sediment Control Designer and Reviewer Manual (Florida Department of Environmental Protection and Florida Department of Transportation June 2007), and the Florida Stormwater Erosion and Sedimentation Control Inspector's Manual (Florida Department of Environmental Protection, Nonpoint Source Management Section, Tallahassee, Florida, July 2008), which are both incorporated by reference in subparagraph 62-330.050(9)(b)5., F.A.C., unless a project -specific erosion and sediment control plan is approved or other water quality control measures are required as part of the permit. (4) At least 48 hours prior to beginning the authorized activities, the permittee shall submit to the Agency a fully executed Form 62-330.350(1), "Construction Commencement Notice," [October 1, 2013], which is incorporated by reference in paragraph 62-330.350(1)(d), F.A.C., indicating the expected start and completion dates. A copy of this form may be obtained from the Agency, as described in subsection 62-330.010(5), F.A.C. If available, an Agency website that fulfills this notification requirement may be used in lieu of the form. (5) Unless the permit is transferred under Rule 62-330.340, F.A.C., or transferred to an operating entity under Rule 62-330.310, F.A.C., the permittee is liable to comply with the plans, terms and conditions of the permit for the life of the project or activity. (6) Within 30 days after completing construction of the entire project, or any independent portion of the project, the permittee shall provide the following to the Agency, as applicable: a. For an individual, private single-family residential dwelling unit, duplex, triplex, or quadruplex — "Construction Completion and Inspection Certification for Activities Associated With a Private Single -Family Dwelling Unit" [Form 62-330.310(3)]; or b. For all other activities — "As -Built Certification and Request for Conversion to Operational Phase" [Form 62-330.310(1)]. c. If available, an Agency website that fulfills this certification requirement may be used in lieu of the form. (7) If the final operation and maintenance entity is a third party: a. Prior to sales of any lot or unit served by the activity and within one year of permit issuance, or within 30 days of as- built certification, whichever comes first, the permittee shall submit, as applicable, a copy of the operation and maintenance documents (see sections 12.3 thru 12.3.3 of Volume I) as filed with the Department of State, Division of Corporations and a copy of any easement, plat, or deed restriction needed to operate or maintain the project, as recorded with the Clerk of the Court in the County in which the activity is located. b. Within 30 days of submittal of the as- built certification, the permittee shall submit "Request for Transfer of Environmental Resource Permit to the Perpetual Operation Entity" [Form 62- 330.310(2)] to transfer the permit to the operation and maintenance entity, along with the Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 7 of 14 Page 194 of 417 documentation requested in the form. If available, an Agency website that fulfills this transfer requirement may be used in lieu of the form. (8) The permittee shall notify the Agency in writing of changes required by any other regulatory agency that require changes to the permitted activity, and any required modification of this permit must be obtained prior to implementing the changes. (9) This permit does not: a. Convey to the permittee any property rights or privileges, or any other rights or privileges other than those specified herein or in Chapter 62-330, F.A.C.; b. Convey to the permittee or create in the permittee any interest in real property; c. Relieve the permittee from the need to obtain and comply with any other required federal, state, and local authorization, law, rule, or ordinance; or d. Authorize any entrance upon or work on property that is not owned, held in easement, or controlled by the permittee. (10) Prior to conducting any activities on state-owned submerged lands or other lands of the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund, the permittee must receive all necessary approvals and authorizations under Chapters 253 and 258, F.S. Written authorization that requires formal execution by the Board of Trustees of the Internal Improvement Trust Fund shall not be considered received until it has been fully executed. (11) The permittee shall hold and save the Agency harmless from any and all damages, claims, or liabilities that may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any project authorized by the permit. (12) The permittee shall notify the Agency in writing: a. Immediately if any previously submitted information is discovered to be inaccurate; and b. Within 30 days of any conveyance or division of ownership or control of the property or the system, other than conveyance via a long-term lease, and the new owner shall request transfer of the permit in accordance with Rule 62-330.340, F.A.C. This does not apply to the sale of lots or units in residential or commercial subdivisions or condominiums where the stormwater management system has been completed and converted to the operation phase. (13) Upon reasonable notice to the permittee, Agency staff with proper identification shall have permission to enter, inspect, sample and test the project or activities to ensure conformity with the plans and specifications authorized in the permit. (14) If any prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements, dugout canoes, or any other physical remains that could be associated with Native American cultures, or early colonial or American settlement are encountered at any time within the project site area, work involving subsurface disturbance in the immediate vicinity of such discoveries shall cease. The permittee or other designee shall contact the Florida Department of State, Division of Historical Resources, Compliance and Review Section, at (850) 245-6333 or (800) 847-7278, as well as the appropriate permitting agency office. Such subsurface work shall not resume without verbal or written authorization from the Division of Historical Resources. If unmarked human remains are encountered, Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 8 of 14 Page 195 of 417 all work shall stop immediately and notification shall be provided in accordance with Section 872.05, F.S. (15) Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under Rule 62-330.201, F.A.C., provides otherwise. (16) The permittee shall provide routine maintenance of all components of the stormwater management system to remove trapped sediments and debris. Removed materials shall be disposed of in a landfill or other uplands in a manner that does not require a permit under Chapter 62-330, F.A.C., or cause violations of state water quality standards. (17) This permit is issued based on the applicant's submitted information that reasonably demonstrates that adverse water resource -related impacts will not be caused by the completed permit activity. If any adverse impacts result, the Agency will require the permittee to eliminate the cause, obtain any necessary permit modification, and take any necessary corrective actions to resolve the adverse impacts. (18) A Recorded Notice of Environmental Resource Permit may be recorded in the county public records in accordance with subsection 62-330.090(7), F.A.C. Such notice is not an encumbrance upon the property. SPECIAL CONSENT CONDITIONS 1) The applicant agrees to indemnify, defend and hold harmless the Board of Trustees and the State of Florida from all claims, actions, lawsuits and demands in any form arising out of the authorization to use sovereignty submerged lands or the applicant's use and construction of structures on sovereignty submerged lands. This duty to indemnify and hold harmless will include any and all liabilities that are associated with the structure or activity including special assessments or taxes that are now or in the future assessed against the structure or activity during the period of the authorization. 2) Failure by the Board of Trustees to enforce any violation of a provision of the authorization or waiver by the Board of Trustees of any provision of the authorization will not invalidate the provision not enforced or waived, nor will the failure to enforce or a waiver prevent the Board of Trustees from enforcing the unenforced or waived provision in the event of a violation of that provision. 3) Applicant binds itself and its successors and assigns to abide by the provisions and conditions set forth in the authorization. If the applicant or its successors or assigns fails or refuses to comply with the provisions and conditions of the authorization, the authorization may be terminated by the Board of Trustees after written notice to the applicant or its successors or assigns. Upon receipt of such notice, the applicant or its successors or assigns will have thirty (30) days in which to correct the violations. Failure to correct the violations within this period will result in the automatic revocation of this authorization. 4) All costs incurred by the Board of Trustees in enforcing the terms and conditions of the authorization will be paid by the applicant. Any notice required by law will be made by certified mail at Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 9 of 14 Page 196 of 417 the address shown on page one of the authorization. The applicant will notify the Board of Trustees in writing of any change of address at least ten days before the change becomes effective. 5) This authorization does not allow any activity prohibited in a conservation easement or restrictive covenant that prohibits the activity. GENERAL CONDITIONS AUTHORIZATION FOR SOVEREIGNTY SUBMERGED LANDS Any use of sovereignty submerged lands is subject to the following general conditions are binding upon the applicant and are enforceable under Chapter 253, F.S. and Chapter 258, F.S. (1) Sovereignty submerged lands may be used only for the specified activity or use. Any unauthorized deviation from the specified activity or use and the conditions for undertaking that activity or use will constitute a violation. Violation of the authorization will result in suspension or revocation of the applicant's use of the sovereignty submerged lands unless cured to the satisfaction of the Board of Trustees. (2) Authorization under Rule 18-21.005, F.A.C., conveys no title to sovereignty submerged lands or water column, nor does it constitute recognition or acknowledgment of any other person's title to such land or water. (3) Authorizations under Rule 18-21.005, F.A.C., may be modified, suspended or revoked in accordance with its terms or the remedies provided in Sections 253.04, F.S. and Chapter 18-14, F.A.C. (4) Structures or activities will be constructed and used to avoid or minimize adverse impacts to resources. (5) Construction, use, or operation of the structure or activity will not adversely affect any species which is endangered, threatened or of special concern, as listed in Rules 68A-27.003, 68A- 27.004, and 68A-27.005, F.A.C. (6) Structures or activities will not unreasonably interfere with riparian rights. When a court of competent jurisdiction determines that riparian rights have been unlawfully affected, the structure or activity will be modified in accordance with the court's decision. (7) Structures or activities will not create a navigational hazard. (8) Structures will be maintained in a functional condition and will be repaired or removed if they become dilapidated to such an extent that they are no longer functional. (9) Structures or activities will be constructed, operated, and maintained solely for water dependent purposes. (10) The applicant agrees to indemnify, defend and hold harmless the Board of Trustees and the State of Florida from all claims, actions, lawsuits and demands in any form arising out of the Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 10 of 14 Page 197 of 417 authorization to use sovereignty submerged lands or the applicant's use and construction of structures on sovereignty submerged lands. This duty to indemnify and hold harmless will include any and all liabilities that are associated with the structure or activity including special assessments or taxes that are now or in the future assessed against the structure or activity during the period of the authorization. (11) Failure by the Board of Trustees to enforce any violation of a provision of the authorization or waiver by the Board of Trustees of any provision of the authorization will not invalidate the provision not enforced or waived, nor will the failure to enforce or a waiver prevent the Board of Trustees from enforcing the unenforced or waived provision in the event of a violation of that provision. (12) Applicant binds itself and its successors and assigns to abide by the provisions and conditions set forth in the authorization. If the applicant or its successors or assigns fails or refuses to comply with the provisions and conditions of the authorization, the authorization may be terminated by the Board of Trustees after written notice to the applicant or its successors or assigns. Upon receipt of such notice, the applicant or its successors or assigns will have thirty (30) days in which to correct the violations. Failure to correct the violations within this period will result in the automatic revocation of this authorization. (13) All costs incurred by the Board of Trustees in enforcing the terms and conditions of the authorization will be paid by the applicant. Any notice required by law will be made by certified mail at the address shown on page one of the authorization. The applicant will notify the Board of Trustees in writing of any change of address at least ten days before the change becomes effective. (14) This authorization does not allow any activity prohibited in a conservation easement or restrictive covenant that prohibits the activity. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rule 28- 106.201, F.A.C., a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, any email address, any facsimile number, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 11 of 14 Page 198 of 417 explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant must be filed within 14 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 14 days of publication of the notice or within 14 days of receipt of the written notice, whichever occurs first. Under Section 120.60(3), F.S., however, any person who has asked the Department for notice of agency action may file a petition within 14 days of receipt of such notice, regardless of the date of publication. The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F.A.C. Extension of Time Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, before the applicable deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 12 of 14 Page 199 of 417 FLAWAC Review The applicant, or any party within the meaning of Section 373.114(1)(a) or 373.4275, F.S., may also seek appellate review of this order before the Land and Water Adjudicatory Commission under Section 373.114(1) or 373.4275, F.S. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is filed with the Clerk of the Department. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Rules 9.110 and 9.190, Florida Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, M.S. 35, Tallahassee, Florida 32399-3000; and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 30 days from the date this action is filed with the Clerk of the Department. Executed in Orlando, Florida. STATE OF FL A D ARTMENT OF ENVIRONMENTAL PROTECTION Diane Pupa Program Administrator - Permitting and Waste Clean Up Southeast District CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this permit and all copies were sent on the filing date below to the following listed persons: FDEP — Monica Sovacool, Diane Pupa, John Renfranz Florida Environmental Consulting, Inc., c/o Timothy Maslin, TimM(cfl-env.com USACOE- Palm Beach Gardens, Application-SPgusace.army.mil FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to Section 120.52, F. S., with the designated Department Clerk, receipt of which is hereby acknowledged. Clerk Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 13 of 14 September 18, 2017 Date Page 200 of 417 Attachments: Project Drawings and Design Specs., 9 pages Standard Manatee Conditions for In -Water Work, 2011, can be downloaded at hqp://myfEc.com/media/415448/Manatee StdCondIn_waterWork.pdf Florida EPPC's 2015 Invasive Plant Species List, 6 pages, can be downloaded at hqp://www.fleppc.org/list/2015FLEPPCLIST-LARGEFORMAT-FINAL.pdf Construction Completion and Inspection Certification for Activities Associated With a Private Single -Family Dwelling Unit Form 62-330.310(3)* As -built Certification and Request for Conversion to Operational Phase Form 62-330.310(1)* Request for Transfer to the Perpetual Operation Entity Form 62-330.310(2)* Request to Transfer Permit Form 62-330.340(1)* Commencement Notice Form 62-330.350(1)* *Can be downloaded at: http://www.dep.state.fl.us/water/wetlands/erp/forms.htm Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 14 of 14 Page 201 of 417 .EVANISKO RESIDENCE SITE ADDRESS EVANISKO RESIDENCE MERRY BEE DRIVE FT PIERCE, FLORIDA 34982 ST LUCIE COUNTY ENGINEER MBV ENGINEERING, INC. 1835 20TH STREET VERO BEACH, FLORIDA 32960 PHONE (772) 569-0035 OWNER/APPLICANT CONSULTANT JOHN M. EVANISKO 804 S 12TH ST. FT PIERCE, FLORIDA 34950 SU RVEYO R COMPASS SURVEYING 6250 N. MILITARY DR, SUITE 102 WEST PALM BEACH, FLORIDA 32407 PHONE (561) 640-4800 TAX PARCEL I.D. NUMBER(S) 3109-703-0117-000-5 LEGAL DESCRIPTION RIVERDALE YACHT CLUB ESTATES -UNIT 2 BLOCK 12 LOTS 4 AND 5 (0.45 AC - 19,602 S.F.) SECTION TOWNSHIP RANGE SECTION 9, TOWNSHIP 36, RANGE 40 GENERAL NOTES FLORIDA ENVIRONMENTAL CONSTULTING, INC. 1835 20TH STREET VERO BEACH, FLORIDA 32960 PHONE (772) 569-0035 Florida Environmental Consulting Inc. aE per, ­ 11A ZONING RS-3 FLOOD ZONE THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE'AE-6' PER FLOOD INSURANCE RATE MAP #12111 CO277 J, DATED FEB. 16TH, 2012. 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE 11. CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS CONDITIONS BEFORE STARTING CONSTRUCTION. FOR CONSTRUCTION. 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 72 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 6. ENGINEER SHALL BE NOTIFIED AT LEAST 72 HOURS IN ADVANCE FOR ANY INSPECTION. 7. MINIMUM COVER OF ALL UTILITIES SHALL BE 36" UNLESS STATED OTHERWISE. 8. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS NOTED OTHERWISE. 9. HYDROSEED ALL DISTURBED AREAS UPON COMPLETION WITH NATIVE GRASS SPECIES 10. CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH THE PROJECT, THESE PLANS AND SPECIFICATIONS, AND ALL LOCAL, STATE AND FEDERAL AGENCY REQUIREMENTS FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS PRIOR TO CONSTRUCTION. 12. ALL EXCESS CONSTRUCTION MATERIAL AND WASTE TO BE HAULED OFF -SITE AND DISPOSED OF PROPERLY AT CONTRACTOR'S EXPENSE. 13. CONTRACTOR SHALL TAKE EXTREME CAUTION WHEN EXCAVATING NEARBY EXISTING UTILITIES. 14. CONTRACTOR SHALL INFORM ENGINEER OF ANY CONFLICT BEFORE ANY FURTHER WORK IS COMPLETED. 15. ALL MATERIALS AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE CITY, COUNTY, WATER MANAGEMENT DISTRICT, FDEP AND THESE PLANS AND SPECIFICATIONS. 16. MAINTENANCE OF TRAFFIC SHALL BE ACCORDING TO FDOT INDEXES. AARON J. BOWLES FL. P.E.#55313 DATE: LOT 4 & 5 MERRY BEE DR INDIAN RIVER COUNTY, FL SITE DATA - 1835 - 20TH STREET VERO BEACH, FL 32960 PH. (772) 569-0035 '=MBV PH. (772) 569-0035 ENGINEERING, INC. MOIA BOWLES VILLAMIZAR& ASSOCIATES MELBOURNE, FL - PH (321) 253- 15 10 CONSULTING ENGINEERING CA43728 FT. PIERCE, FL - PH (772) 468-%55 ✓OS NO. 16-134 DRAWN O TM DRAWN RT RT DATE AUG2016 CHECKED AB DA TEISSUED NOV 20161 SCALE AS NOTED 00 IN ASSOCIATION w/ Florida Environmental Consulting Inc. fl;,m i� N Virginia Ave 70 ,1 Edv 'O' Fd FRON71 R4 �1 $ Bell Aro a O a O C' 2 ,ray Rd U, W Midway Rd -I �'�' 61s Indian River r ` Estates s�,r4raxots 5 a SITE _ _ LkCATI(5W RAC' iZ N w S ,Neq', I1Wd River Park cr L>uie AARON J. BOWLES FL. P.E.455313 DATE: LOT 4 & 5 MERRY BEE DR INDIAN RIVER COUNTY, FL AERIAL LOCATION 1835 - 20TH STREET � VE ' �� RO BEACH, - 335 PH. (772) 5690035 FX. (772) 778.3617 ENGINEERING, INC. MOIA BOWLES VILLAMIZAR&ASSOCIATES MELBOURNE, FL - PH (321) 253-15 10 CONSULTING ENGINEERING CA#3728 FT. PIERCE, FL-PH(772)468.9055 o-14 DES/GNED TM DRAWN RT RT DATE AUG 2016 CHECKED AB DATE/SSUED NOV 2016 SCALE AS NOTED IN ASSOCIATION w/ nviFlorida E Environmental Consulting Inc. GRAPHIC SCALE 0 40 :0 III II � .0 FOUND 112" I IRON PIPE NOW.. 1 CP O LOT 6 I BLOCK 12 FOUND 0- I I IRONP/PE FOUND 112" NOI.D. ,� TO WATERS EDGE IRON PIPE 41 194.8'WEST xy 202.52't NOCD. s x �N C MUCKLINE� As3s LOT 5 rya ! BLOCK 12 f�Tl 1 I 5, y m m WETLAND ' DELINEATION / /QCQf�r 8 n �`.'X �yX O m LINE h7 x a I��j 4 !` y tCn .m X 11h 209.46' p y y LOTS 4 & 5 = 0.45 AC TOTAL WETLANDS 0.33 AC ! N O 0 O� VACANT 0 I LOT 4— WETLAND �9J zyo xy1 AO BLOCK 12 DELINEATION az sp, vg oD= LINE x _ 213.08't f°°"°'2" FOUND 518' TO WATER'S EDGE N��IROD w D /RONROD \mom NO. I.D. o D m 3.8Sx107.iW LOT 3 8 `" m BLOCK 12 on 0 no10 z rn 0 SUBMERGED RESOURCE SURVEY AREA 10/28/2016: NO SEAGRASS NO MANGROVES NO OYSTERS NO CORALS NO SPONGES NO MACRO MARINE ALGAE ELEVATIONS PER NAVD-88 SEE SURVEY BY COMPASS SURVEYING FOR ADDITIONAL INFORMATION CORNER No hry .moo a6 AARON J. BOWLES FL. P.E.#55313 DATE: LOT 4 & 5 MERRY BEE DR INDIAN RIVER COUNTY, FL EXISTING CONDITIONS 1835 - 20TH STREET � ' �� VERO BEACH, - 335 PH. (772) 569-0035 FX. (772) 778.3617 ENGINEERING, INC. MOIA BOWLES VILLAMIZAR&ASSOCIATES MELBOURNE, FL-PH(321)253-1510 CONSULTING ENGINEERING CA#3728 FT. PIERCE, FL-PH(772)468.9055 o-14 DESIGNED TM DRAWN RT RT DATE AUG 2016 CHECKED AB DATE/SSUED NOV 2016 SCALE AS NOTED IN ASSOCIATION w/ Florida Environmental Consulting Inc. II I FOUND 1/1" I I 1RONP/PE NOID. 0 I I &x MUCKUNE- s D ~O m v �J 1 O D �yx /)II-yX 6kx ,I 41, ryk ,i1 ry k x /ry ix N I� "gym I O� k^ �n I 0 z Z 0° '�°O •�° 0'— — — FOUND&8" w D /RONROO \mom NO. I.D. N 3.8Sx20711W1 oDm rnNm on n 0 >o z 0 GRAPHIC SCALE IN FEET) 40 :0 III II .0 ft.- FOUND 112" I IRON PIPE NOW.. I O I LOT 6 BLOCK 12 TO WATER'S EDGE FOUND 1�12" IRON PIPE 202.52't NOI.D. s 1 my E p3I ®NA I oI J�NJ t y �Xay O O yy ' ky1� O' N I rn'I -I LOT 4 . . . . . . . . . . . . . . . . . . . WE LAND' �9J BLOCK 12 •DEiINEATH)N so, X�1 3L . LINE � 213.08't TO WATER'S EDGE IRON"" NO ID. UMAM LL - 8 ( BERM, ROADWAY, RESIDENTS, VACANT LOT) WE - 9 ( BERM CUITS OFF FLOOD PLAIN) CS - 9 ( ALMOST ALL APPROPRIATE SPECIES) 0.87 LOT 3 BLOCK 12 CORNER SECONDARY SITE = 0.45 AC LL - 7 ( ADD NEW RESIDENCE) UPLANDS = 0.14 AC WE - 8 ( NEW SEPTIC) WETLANDS = 0.31 AC CS - 8 ( EXOTICS FROM IMPACTS) WETLANDS UNDISTURBED 0.12 AC ( SECONDARY IMPACTS -0.1 = 0.012 AC) 0.77 WETLANDS FILLED = 0.19 ( IMPACTS ' 0.87 = 0.17 AC) LEGEND WETLAND FILL MITIGATION CREDITS FROM BLUEFIELD RANCH 0.18 WETLAND CONSERVATION UPLANDS I AARON J. BOWLES FL. P.E.#55313 DATE: LOT 4 & 5 MERRY BEE DR INDIAN RIVER COUNTY, FL WETLAND PLAN - 1835 - 20TH STREET VERO BEACH, FL 32960 PH. (772) 569-0035 '=MBV PH. (772) 569-0035 ENGINEERING, INC. MOIA BOWLES VILLAMIZAR& ASSOCIATES MELBOURNE, FL - PH (321) 253- 15 10 CONSULTING ENGINEERING CA43728 FT. PIERCE, FL - PH (772) 468-%55 ✓OS NO. 16-134 DRAWN O TM DRAWN RT RT DATE AUG2016 CHECKED AB DA TEISSUED NOV 20161 SCALE AS NOTED IN ASSOCIATION w/ Florida Environmental Consulting Inc. 300 GPD/500 S.F. I MOUNDED DRAINFIELD 500 GAL FOUND Ud" ATU I I IR NONP/PE NOID. 0 TO WATER'S EDGE � L I 1sa.8'WEST >n,` _ 202.52'f 16XLV INE� ��r6,3' s WOOD DECK v O m � r 6 D I n A �`x NIX Xm A (� 5.0 .5 4I �11,e°X tiX 209 46' I 6.31 ti" ax 0x I j 6.0 ax ry I N 4'x 0' s --- FLOATING I I� �� DOCK LOT4 i z 10 xhf — 1 ^o BLOCK 12 I � v I FOUND 518' 3:1 MAX /RONROO NO. ID 8'SxSLOPE 32071W oDm rnNm r< O D yo SILT FENCE (TYP.) GRAPHIC SCALE 0 40 :0 III II � .0 FOUND 112" IRON PIPE NOW.. LOT 6 BLOCK 12 FOUND 1/2" IRON PIPE 41 ND1D. 30. U' - x LOT 12' C IBLO h� 5.5 12 owe ? �f N 6.5 6.5 5.5 0 I 3.2 12" M.E.S 6.1 ko D ._ — — — L► B WE 12" CMP DEL 213.08'f SWALE TO WATER'S EDGE LOT 3 12' M.E.S. BLOCK 12 ±1.7 12" CMP W/ M.E.S. SITE = 0.45 AC UPLANDS = 0.14 AC WETLANDS = 0.31 AC WETLANDS UNDISTURBED 0.12 AC WETLANDS FILLED = 0.19 E 4NOID ND TION 30.0'do I CORNER AARON J. BOWLES FL. P.E.#55313 DATE: LOT 4 & 5 MERRY BEE DR INDIAN RIVER COUNTY, FL SITE PLAN 1835 - 20TH STREET ' �� VERO BEACH, - 335 FX. (772) 778.3617 ENGINEERING, INC. MOIA BOWLES VILLAMIZAR&ASSOCIATES MELBOURNE, FL - PH (321) 253-15 10 CONSULTING ENGINEERING CA#3728 FT. PIERCE, FL-PH(772)468.9055 o-14 DESIGNED TM DRAWN RT RT DATE AUG 2016 CHECKED AB DATE/SSUED NOV 2016 SCALE AS NOTED 4' WIDE FLOATING DOCK ACCESS GANG PLANK M HWL (-)0.14 NAVD 7-7 IN ASSOCIATION w/ Florida Environmental Consulting Inc. WOOD STAIRS AS 16' NECESSARY WOOD DECK UPLAND ±5.69 EXISTING PROPOSED GRADE GRADE ±5.00 ±5.23 ±1.94 UPLAND FILL AS NECESSARY SECTION A -A N.T.S. AARON J. BOWLES FL. P.E.#55313 DATE: - 1835 - 20TH STREET """ - DESIGNED 10- 104 TIM LOT 4 & 5 M BV VERO BEACH, FL 32960 DRAWN RT RT CROSS -SECTIONS '� PH. (772) 569-0035 MERRY BEE DR FX. (772) 778-3617 DATE AUG 2016 AND DETAILS ENGINEERING, INC. CHECKED AB MOIA BOWLES VILLAMIZAR& ASSOCIATES MELBOURNE, FL - PH (321) 253- 15 10 DATEGSSUEDNOV 2016 INDIANRIVERCOUNTY, FL CONSULTING ENGINEERING CA43728 FT. PIERCE, FL - PH (772) 468-9055 SCALE AS NOTED pw Z00 a� J D W U) C) CD w Z o0 O w~O z W J W Q ;;t W 0 1, V W 1 U J W I (n LL I I I a4 J co Z W O co U J J LL 0 Z J LU W ?U �d z 0 p U W 0) d L" o Z_ LU O 0 N Q = w O U) W co UW �m 0 U Z Q J D- 0 cn wp X �: W W LJ (D 00 U = z0 LU _ a U cn X�X Q � � o U) R 0 `\ g � + LU Z c'i � J IN ASSOCIATION w/ Florida Environmental Consulting Inc. � I 2 AARON J. BOWLES FL. P.E.#55313 DATE: MERRY BEE DR INDIAN RIVER COUNTY, FL CROSS -SECTIONS AND DETAILS ' BV ENGINEERING, INC. MOIA BOWLES VILLAMIZAR &ASSOCIATES CONSULTING ENGINEERING CA#3728 1835 - 20TH STREET VERO BEACH, FL 32960 PH. (772) 569-0035 FX. (772) 778.3617 MELBOURNE, FL- PH (321) 253-1510 FT. PIERCE, FL-PH(772)468.9055 JOB NO. 16-134 DESIGNED TM DRAWN RT DATE AUG 2016 CHECKED AB DATE/S.SUED NOV 2016 SCALE AS NOTED SLAB/ DRAINFIELD . 4' 12' WETLAND LINE IN ASSOCIATION w/ Florida Environmental Consulting Inc. F SILT 6.3 6.0 FENCE yypR�SF p MATCH EXISTING GRADE 1A� ±1.9 SECTION C-C N.T.S. DRIVEWAY 12' SILT 6.0 FENCE 12" CMP NypRUSMATCH GRADE Fp EXISTING Yp� ±1.9 -------------- MES SECTION D-D N.T.S. 18.11' 3:1 MAX & HYDROSEED (TYP) 5.5 11' ,III___ .\I1,__---- --- MATCH EXISTING ±1.7 EXISTING ±16.65' ROAD EXIST. SWALE EXISTING ROAD ±4.30 ±4.66 .11_-- ----=---------- MATCH EXISTING ±2.81 SECTION E-E N.T.S. AARON J. BOWLES FL. P.E.#55313 DATE: - 1835 - 20TH STREET """ - DRAWN D 10- 104 TIVI LOT 4 & 5 M BV VERO BEACH, FL 32960 DRAWN RT RT CROSS -SECTIONS '� PH. (772) 569-0035 MERRY BEE DR FX. (772) 778-3617 DATE AUG 2016 AND DETAILS ENGINEERING, INC. CHECKED AB MOIA BOWLES VILLAMIZAR& ASSOCIATES MELBOURNE, FL - PH (321) 253- 15 10 DA7FGSSUEDNOV 2016 INDIAN RIVER COUNTY, FL CONSULTING ENGINEERING CA43728 F. PIERCE, FL-PH(772)468-9055 SCALE AS NOTED Florida Environmental Consulting Inc. 4 6P iff4° iff xg CM Commercial Grade Floating Dock Ideal For Mud, Deep Water And Difficult Acoesa Areea. Sell adjusts With Seasonal Changes In Water Levele. To Build One 4' x 10' Section, Purchaae The Following: PS 100 1186 loss NONE Omni son on 5 Commerce al Grace Fa:-.e kd i ❑ecr. Fi•_aI�PS 1fo5 © 3 CO Pipe Sleeve PS t08.Z � 7 Amager PS 1100 © t EEaek PlatesPB 1017 � B 3GISt Ccrrters PS 1015 v 4 Frame Hardware P9 © 7 Fk•at Hardware PS 11 $^ © 1 Pipe Eialery Caps PS 17 93 © 7 Hinge Kits PS 1u7G Dom Plpes 7 2° >< e° x f o' s 2• x:i9" Y B' 2 it8 x �xb' eews 229 ' 11 Sretionnry Pvllln tiny MMERCIAL cRABF IIrK+r1.1 u,[ ■W■ 0. 0 IN ASSOCIATION w/ Florida Environmental Consulting Inc. m.reaen ,tnni�'nam®n�n AARON J. BOWLES FL. P.E.#55313 DATE: 1835 - 20TH STREET io-14 LOT 4 & 5 ' � �� VERO BEACH, FL 32960 DESIGNED TM PH. (772) 569-0035 DRAWN RT MERRY BEE DR FLOATING DOCK U FX. (772) 778.3617 DATE AUG2016 ENGINEERING, INC. CHECKED AB MOIA BOWLES VILLAMIZAR&ASSOCIATES MELBOURNE, FL - PH (321)253-I510 DA7E/SSUED NOV 2016 INDIAN RIVER COUNTY, FL CONSULTING ENGINEERING CA #3T28 FT. PoERCE, FL.pH ((772)468.9055 SCALE AS NOTED Sretionnry Pvllln tiny MMERCIAL cRABF IIrK+r1.1 u,[ ■W■ 0. 0 IN ASSOCIATION w/ Florida Environmental Consulting Inc. m.reaen ,tnni�'nam®n�n AARON J. BOWLES FL. P.E.#55313 DATE: 1835 - 20TH STREET io-14 LOT 4 & 5 ' � �� VERO BEACH, FL 32960 DESIGNED TM PH. (772) 569-0035 DRAWN RT MERRY BEE DR FLOATING DOCK U FX. (772) 778.3617 DATE AUG2016 ENGINEERING, INC. CHECKED AB MOIA BOWLES VILLAMIZAR&ASSOCIATES MELBOURNE, FL - PH (321)253-I510 DA7E/SSUED NOV 2016 INDIAN RIVER COUNTY, FL CONSULTING ENGINEERING CA #3T28 FT. PoERCE, FL.pH ((772)468.9055 SCALE AS NOTED IN ASSOCIATION w/ Florida Environmental Consulting Inc. m.reaen ,tnni�'nam®n�n AARON J. BOWLES FL. P.E.#55313 DATE: 1835 - 20TH STREET io-14 LOT 4 & 5 ' � �� VERO BEACH, FL 32960 DESIGNED TM PH. (772) 569-0035 DRAWN RT MERRY BEE DR FLOATING DOCK U FX. (772) 778.3617 DATE AUG2016 ENGINEERING, INC. CHECKED AB MOIA BOWLES VILLAMIZAR&ASSOCIATES MELBOURNE, FL - PH (321)253-I510 DA7E/SSUED NOV 2016 INDIAN RIVER COUNTY, FL CONSULTING ENGINEERING CA #3T28 FT. PoERCE, FL.pH ((772)468.9055 SCALE AS NOTED DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS 4400 PGA BOULEVARD; SUITE 500 PALM BEACH GARDENS, FLORIDA 33410 REPLY TO March 6, 2018 ATTENTION OF Palm Beach Gardens Permits Section SAJ-2016-02986 (S P-J KA) John Evanisko 804 South 12th Street Fort Pierce, Florida 34950 Jme8097(a_)bellsouth.net Dear Mr. Evanisko: The U.S. Army Corps of Engineers (Corps) is pleased to enclose the Department of the Army permit, which should be available at the construction site. Work may begin immediately but the Corps must be notified of: a. The date of commencement of the work, b. The dates of work suspensions and resumptions of work, if suspended over a week, and c. The date of final completion. This information should be mailed to the Special Projects and Enforcement Branch of the Regulatory Division of the Jacksonville District at 4400 PGA Boulevard, Suite 500, Palm Beach Gardens, FL 33410. The Special Projects and Enforcement Branch is also responsible for inspections to determine whether Permittees have strictly adhered to permit conditions. IT IS NOT LAWFUL TO DEVIATE FROM THE APPROVED PLANS ENCLOSED. Sincerely, for: Donald W. Kinard Chief, Regulatory Division Enclosures Page 211 of 417 Copies Furnished: Tim Maslin CESAJ-RD-PE Page 212 of 417 DEPARTMENT OF THE ARMY PERMIT Permittee: John Evanisko 804 South 12t" Street Fort Pierce, Florida 34950 Permit No: SAJ-2016-02986 (SP-JKA) Issuing Office: U.S. Army Engineer District, Jacksonville NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the U.S. Army Corps of Engineers (Corps) having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms and conditions specified below. Project Description: The applicant seeks authorization to construct and single family home on a 0.45 acre vacant parcel and install a floating dock. Specifically activities include: (1) place fill within 0.23 acres (1,948 cubic yards) of freshwater forested wetlands to construct a 1500 square foot single family home with associated septic system and driveway; (2) install a 12-inch culvert to connect the north and south remaining on -site wetlands; (3) construct a stormwater swale on the south side of the property to collect and pre -treat stormwater runoff; and (4) install a 4-foot by 10-foot floating dock, with a 5-foot long by 4-foot wide access walkway from the uplands (total 60 square feet).. The work described above is to be completed in accordance with the 5 attachments including 9 pages of drawings affixed at the end of this permit instrument. Project Location: The project would affect waters of the United States associated with the North Fork of the St. Lucie River, outstanding Florida waters and the adjacent freshwater wetland on the vacant lot. The project site is located on Lot 4-5 Merrybee Drive (Parcel ID: 3409-703-0117-000-5), Section 9, Township 36 South, Range 40 East, in Fort Pierce, St. Lucie County, Florida. Directions to site: Take Interstate 95 to exit 126 for Midway Road. Travel east on West Midway Road approximately 4.3 miles and turn right onto South Citrus Avenue. Travel south for 1.3 miles and turn right onto Parkland Boulevard and in 0.2 miles turn right onto Merrybee Drive. Project is located about hallway up the street on the left side of the road. Approximate Central Coordinates: Latitude: 27.356469' North Longitude:-80.34286' West Page 213 of 417 PERMIT NUMBER: SAJ-2016-02986 (SP-JKA) PERMITTEE: John Evanisko PAGE 2 of 11 Permit Conditions General Conditions: 1. The time limit for completing the work authorized ends on March 5, 2023. If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and State coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit, you must obtain the signature and the mailing address of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions. 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. Special Conditions: 1. Reporting Address: All reports, documentation and correspondence required by the conditions of this permit shall be emailed to saj-rd- Page 214 of 417 PERMIT NUMBER: SAJ-2016-02986 (SP-JKA) PERMITTEE: John Evanisko PAGE 3 of 11 enforcement(aD-usace.army. m i 1. The Permittee shall reference this permit number, SAJ-2016-02986 (SP-JKA), on all submittals. 2. As -Built Certification: Within 60 days of completion of the work authorized by this permit, the Permittee shall submit as -built drawings of the authorized work and a completed "As -Built Certification By Professional Engineer" form (Attachment 2) to the Corps. The as -built drawings shall be signed and sealed by a registered professional engineer and include the following: a. A plan view drawing of the location of the authorized work footprint, as shown on the permit drawings, with transparent overlay of the work as constructed in the same scale as the permit drawings on 8'/2-inch by 11- inch sheets. The plan view drawing should show all "earth disturbance," including wetland impacts and water management structures. b. A list of any deviations between the work authorized by this permit and the work as constructed. In the event that the completed work deviates, in any manner, from the authorized work, describe on the attached "As -Built Certification By Professional Engineer" form the deviations between the work authorized by this permit and the work as constructed. Clearly indicate on the as -built drawings any deviations that have been listed. Please note that the depiction and/or description of any deviations on the drawings and/or "As -Built Certification By Professional Engineer" form does not constitute approval of any deviations by the Corps. c. Include the Department of the Army permit number on all sheets submitted. 3. Agency Changes/Approvals: Should any other agency require and/or approve changes to the work authorized or obligated by this permit, the Permittee is advised a modification to this permit instrument is required prior to initiation of those changes. It is the Permittee's responsibility to request a modification of this permit from the Palm Beach Gardens Permits Section. The Corps reserves the right to fully evaluate, amend, and approve or deny the request for modification of this permit. 4. Assurance of Navigation and Maintenance: The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of Page 215 of 417 PERMIT NUMBER: SAJ-2016-02986 (SP-JKA) PERMITTEE: John Evanisko PAGE 4 of 11 the navigable waters, the Permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 5. Manatee Conditions: The Permittee shall comply with the "Standard Manatee Conditions for In -Water Work — 2011" (Attachment 3). 6. Turbidity Barriers: Prior to the initiation of any of the work authorized by this permit, the Permittee shall install floating turbidity barriers with weighted skirts that extend to within 1 foot from bottom around all work areas that are in, or adjacent to, surface waters. The turbidity barriers shall remain in place and be maintained until the authorized work has been completed and all suspended and erodible materials have been stabilized. Turbidity barriers shall be removed upon stabilization of the work area. 7. Erosion Control: Prior to the initiation of any work authorized by this permit, the Permittee shall install erosion control measures along the perimeter of all work areas to prevent the displacement of fill material outside the work area into waters of the United States. Immediately after completion of the final grading of the land surface, all slopes, land surfaces, and filled areas shall be stabilized using sod, degradable mats, barriers, or a combination of similar stabilizing materials to prevent erosion. The erosion control measures shall remain in place and be maintained until all authorized work is completed and the work areas are stabilized. 8. Fill Material: The Permittee shall use only clean fill material for this project. The fill material shall be free from items such as trash, debris, automotive parts, asphalt, construction materials, concrete block with exposed reinforcement bars, and soils contaminated with any toxic substance, in toxic amounts in accordance with Section 307 of the Clean Water Act. 9. Wetland Avoidance Areas: The Permittee shall avoid the remaining 0.12 acres of onsite wetlands as detailed in the attached drawings/plans. These wetland areas were avoided as part of this permit application review process; and therefore, the remaining wetland areas shall not be disturbed by any activities that would degrade the ecological integrity of the site including dredging, filling, land clearing, or other construction work whatsoever expect as required or authorized by this permit. The Corps reserves the right to deny review of any requests for future impacts to these avoided areas. Page 216 of 417 PERMIT NUMBER: SAJ-2016-02986 (SP-JKA) PERMITTEE: John Evanisko PAGE 5 of 11 10. Wetland Hydrologic Connection: To minimize indirect impacts to the remaining 0.12 acres of freshwater wetlands on the north and south sides of the parcel, the Permittee shall install and maintain a 12-inch culvert to connect the two wetlands as depicted in Drawing 4 of 9. 11. Eastern Indigo Snake Protection Measures and Inspection: Permittee shall comply with U.S. Fish and Wildlife Service's "Standard Protection Measures for the Eastern Indigo Snake" dated August 12, 2013, as provided in Attachment 4 of this permit. All gopher tortoise burrows, active or inactive, shall be evacuated prior to site manipulation in the vicinity of the burrow. If excavating potentially occupied burrows, active or inactive, individuals must first obtain state authorization via a Florida Fish and Wildlife Conservation Commission (FWC) Authorized Gopher Tortoise Agent permit. The excavation method selected shall minimize the potential for injury of an indigo snake. The Permittee shall follow the excavation guidance provided in the most current FWC Gopher Tortoise Permitting Guidelines found at http://myfwc.com/gophertortoise. If an indigo snake is encountered, the snake must be allowed to vacate the area prior to additional site manipulation in the vicinity. Holes, cavities, and snake refugia other than gopher tortoise burrows shall be inspected each morning before planned site manipulation of a particular area, and if occupied by an indigo snake, no work shall commence until the snake has vacated the vicinity of the proposed work. 12. Mitigation Bank Credit Purchase: Within 30 days from the date of initiating the work authorized by this permit, the Permittee shall provide verification to the Corps that 0.2 credits of forested wetland federal mitigation bank credits have been purchased from the Bluefield Ranch Mitigation Bank (SAJ-2000-02935). The required verification shall reference this project's permit number (SAJ-2016- 02986). 13. Cultural Resources: a. No structure or work shall adversely affect impact or disturb properties listed in the National Register of Historic Places (NRHP) or those eligible for inclusion in the NRHP. b. If during the ground disturbing activities and construction work within the permit area, there are archaeological/cultural materials encountered which were not the subject of a previous cultural resources assessment survey (and which shall include, but not be limited to: pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or metal implements, dugout Page 217 of 417 PERMIT NUMBER: SAJ-2016-02986 (SP-JKA) PERMITTEE: John Evanisko PAGE 6 of 11 canoes, evidence of structures or any other physical remains that could be associated with Native American cultures or early colonial or American settlement), the Permittee shall immediately stop all work and ground - disturbing activities within a 100-meter diameter of the discovery and notify the Corps within the same business day (8 hours). The Corps shall then notify the Florida State Historic Preservation Officer (SHPO) and the appropriate Tribal Historic Preservation Officer(s) (THPO(s)) to assess the significance of the discovery and devise appropriate actions. c. Additional cultural resources assessments may be required of the permit area in the case of unanticipated discoveries as referenced in accordance with the above Special Condition ; and if deemed necessary by the SHPO, THPO(s), or Corps, in accordance with 36 CFR 800 or 33 CFR 325, Appendix C (5). Based, on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume on non-federal lands without written authorization from the SHPO for finds under his or her jurisdiction, and from the Corps. d. In the unlikely event that unmarked human remains are identified on non- federal lands, they will be treated in accordance with Section 872.05 Florida Statutes. All work and ground disturbing activities within a 100- meter diameter of the unmarked human remains shall immediately cease and the Permittee shall immediately notify the medical examiner, Corps, and State Archeologist within the same business day (8-hours). The Corps shall then notify the appropriate SHPO and THPO(s). Based, on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume without written authorization from the State Archeologist and from the Corps. e. If prehistoric or historic artifacts are encountered at any time within the project site area, the permitted project shall cease all activities involving subsurface disturbance in the immediate vicinity of the discovery. The applicant shall contact the Florida Department of State, Division of Historical Resources, Compliance and Review Section at (850)245-6333. Project activities shall not resume without verbal and/or written authorization. In the event that unmarked human remains are encountered Page 218 of 417 PERMIT NUMBER: SAJ-2016-02986 (SP-JKA) PERMITTEE: John Evanisko PAGE 7 of 11 during permitted activities, all work shall stop immediately and the proper authorities notified in accordance with Section 872.05, Florida Statutes. Further Information: 1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to: (X ) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403) (X ) Section 404 of the Clean Water Act (33 U.S.C. 1344) ( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413) 2. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal, State, or local authorizations required by law. b. This permit does not grant any property rights or exclusive privileges. c. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal projects. 3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d. Design or construction deficiencies associated with the permitted work. Page 219 of 417 PERMIT NUMBER: SAJ-2016-02986 (SP-JKA) PERMITTEE: John Evanisko PAGE 8 of 11 e. Damage claims associated with any future modification, suspension, or revocation of this permit. 4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. 5. Reevaluation of Permit Decision: This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a. You fail to comply with the terms and conditions of this permit. b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (see 4 above). c. Significant new information surfaces which this office did not consider in reaching the original public interest decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost. 6. Extensions: General Condition 1 establishes a time limit for the completion of the activity authorized by this permit. Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision, the Corps will normally give favorable consideration to a request for an extension of this time limit. Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this permit. Page 220 of 417 PERMIT NUMBER: SAJ-2016-02986 (SP-JKA) PERMITTEE: John Evanisko PAGE 9 of 11 ?�& (PERMITTEE) John M Evanisko (PERMITTEE NAME -PRINTED) Feb 28,2018 (DATE) This permit becomes effective when the Federal official, designated to act for the Secretary of the Army, has signed below. 61 6 March 2018 (DISTRICT ENGINEER) (DATE) for: Jason A. Kirk, P.E. Colonel, U.S. Army District Commander When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below. (TRANSFEREE -SIGNATURE) (NAME -PRINTED) (ADDRESS) (DATE) Page 221 of 417 PERMIT NUMBER: SAJ-2016-02986 (SP-JKA) PERMITTEE: John Evanisko PAGE 10 of 11 (CITY, STATE, AND ZIP CODE) Page 222 of 417 PERMIT NUMBER: SAJ-2016-02986 (SP-JKA) PERMITTEE: John Evanisko PAGE 11 of 11 Attachments to Department of the Army Permit Number SAJ-2016-02986 1. PROJECT LOCATION AND DRAWINGS: 6 pages, dated July 2016 2. SELF CERTIFICATION FORM: 1 page 3. STANDARD MANATEE CONDITIONS: 2 pages, Standard Manatee Conditions for In -Water Work, 2011 4. EASTERN INDIGO SNAKE PROTECTION MEASURES: Standard Protection Measures for the Eastern Indigo Snake dated August 12, 2013, 6 pages 5. WATER QUALITY CERTIFICATION: Specific Conditions of the water quality permit/certification in accordance with General Condition number 5 on page 2 of the DA permit. 5 pages. Page 223 of 417 .EVANISKO RESIDENCE SITE ADDRESS EVANISKO RESIDENCE MERRY BEE DRIVE FT PIERCE, FLORIDA 34982 ST LUCIE COUNTY ENGINEER MBV ENGINEERING, INC. 1835 20TH STREET VERO BEACH, FLORIDA 32960 PHONE (772) 569-0035 OWNER/APPLICANT CONSULTANT JOHN M. EVANISKO 804 S 12TH ST. FT PIERCE, FLORIDA 34950 SU RVEYO R COMPASS SURVEYING 6250 N. MILITARY DR, SUITE 102 WEST PALM BEACH, FLORIDA 32407 PHONE (561) 640-4800 TAX PARCEL I.D. NUMBER(S) 3109-703-0117-000-5 LEGAL DESCRIPTION RIVERDALE YACHT CLUB ESTATES -UNIT 2 BLOCK 12 LOTS 4 AND 5 (0.45 AC - 19,602 S.F.) SECTION TOWNSHIP RANGE SECTION 9, TOWNSHIP 36, RANGE 40 GENERAL NOTES FLORIDA ENVIRONMENTAL CONSTULTING, INC. 1835 20TH STREET VERO BEACH, FLORIDA 32960 PHONE (772) 569-0035 Florida Environmental Consulting Inc. aE per, ­ 11A ZONING RS-3 FLOOD ZONE THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE'AE-6' PER FLOOD INSURANCE RATE MAP #12111 CO277 J, DATED FEB. 16TH, 2012. CONSTRUCTION SCHEDULE JAN. 1, 2018 - DEC 31, 2018 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE 11. CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS CONDITIONS BEFORE STARTING CONSTRUCTION. FOR CONSTRUCTION. 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 72 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 6. ENGINEER SHALL BE NOTIFIED AT LEAST 72 HOURS IN ADVANCE FOR ANY INSPECTION. 7. MINIMUM COVER OF ALL UTILITIES SHALL BE 36" UNLESS STATED OTHERWISE. 8. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS NOTED OTHERWISE. 9. HYDROSEED ALL DISTURBED AREAS UPON COMPLETION WITH NATIVE GRASS SPECIES 10. CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH THE PROJECT, THESE PLANS AND SPECIFICATIONS, AND ALL LOCAL, STATE AND FEDERAL AGENCY REQUIREMENTS FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS PRIOR TO CONSTRUCTION. 12. ALL EXCESS CONSTRUCTION MATERIAL AND WASTE TO BE HAULED OFF -SITE AND DISPOSED OF PROPERLY AT CONTRACTOR'S EXPENSE. 13. CONTRACTOR SHALL TAKE EXTREME CAUTION WHEN EXCAVATING NEARBY EXISTING UTILITIES. 14. CONTRACTOR SHALL INFORM ENGINEER OF ANY CONFLICT BEFORE ANY FURTHER WORK IS COMPLETED. 15. ALL MATERIALS AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE CITY, COUNTY, WATER MANAGEMENT DISTRICT, FDEP AND THESE PLANS AND SPECIFICATIONS. 16. MAINTENANCE OF TRAFFIC SHALL BE ACCORDING TO FDOT INDEXES. AARON J. BOWLES FL. P.E.#55313 LOT 4 & 5 MERRY BEE DR INDIANRIVERCOUNTY, FL SITE DATA - 1835 - 20TH STREET VERO BEACH, FL 32960 PH. (772) 569-0035 '=MBV PH. (772) 569-0035 ENGINEERING, INC. MOIA BOWLES VILLAMIZAR& ASSOCIATES MELBOURNE, FL - PH (321) 253- 15 10 CONSULTING ENGINEERING CA43728 FT. PIERCE, FL - PH (772) 468-9055 """ — io- 104 DRAWN D TM DRAWN RT RT DATE AUG2016 CHECKED AB DATEGSSUEDNOV 2017 SCALE AS NOTED Virginia Ave VI 70 .. Edwmd%Wd FRL7PlPFR4 1 f Bee Avr 1 4a N DNN N r L& C W Medway Rd ' 615 5aIP1 i .SNvrZEbti SITE J a� N w CASCADES S yqe+` ewd River Park St lu�je IN ASSOCIATION w/ Florida Environmental Consulting Inc. ,May Rd Indian River Estates �j p s - Ankond 1 AARON J. BOWLES FL. P.E.455313 1835 - 20TH STREET 10-104 DESIGNED TM LOT 4 & 5 VERO BEACH, FL 32960 DRAWN 'UMBV PH. (772) 569-0035 RT MERRY BEE DR AERIAL LOCATION FX. (772) 778-3617 DATE AUG 2016 ENGINEERING, INC. CHECKED AB MOIA BOWLES VILLAMIZAR & ASSOCIATES MELBOURNE, FL - PH (321) 253-15 10 L247EI—IWED NOV 2017 INDIAN RIVER COUNTY, FL CONSULTING ENGINEERING CA#3728 FT. PIERCE, FL - PH (772) 468-9055 SCALE AS NOTED IN ASSOCIATION w/ Florida Environmental Consulting Inc. �11a GRAPHIC SCALE IN FEET) 40 :0 III II ,0 FOUND 112" I IRON PIPE NOI.D. I I I LOT 6 o I BLOCK 12 N0 (FILLED) FOUND UT II NOI.D. IROFOUN 1E p NOID. 0 TO WATERS EDGE IRON PIPE ry6 ti S MUCKLINE i.%8'WEST x=`O 202.52'f NOID I y DELINEATION LOT 5 b s3s, LINE BLOCK 12 rya ^yb ry yl m z W I VACANT x/ xbx h7 I to 6 x tix 209.46'�9 O z LOTS 4 & 5 = 0.45 AC TOTAL QWETLANDS 0.35 AC ^ X xyti' O Ic, OLn O' LN r m N o VACANT m LOT 4 ems. s z WTLAND Z 10 fib° <� ,yo BLOCK 12 DELENEATION I = h x < E 213.08't FOUND 112" II ROD FOUND7 TO WATER'S EDGE NOND. /RONROD NO. 1D. N A 3.8Sx2071W ZODm < N G N D o n LOT 3 N o BLOCK 12 10 (WETLAND) 0 SUBMERGED RESOURCE SURVEY AREA 10/28/2016: NO SEAGRASS NO MANGROVES NO OYSTERS NO CORALS NO SPONGES NO MACRO MARINE ALGAE ELEVATIONS PER NAVD-88 SEE SURVEY BY COMPASS SURVEYING FOR ADDITIONAL INFORMATION CORNER 1• '906� b AARON J. BOWLES FL. P.E.#55313 LOT 4 & 5 MERRY BEE DR INDIAN RIVER COUNTY, FL EXISTING CONDITIONS - 1835 - 20TH STREET VERO BEACH, FL 32960 PH. (772) 569-0035 'MMBV PH. (772) 569-0035 ENGINEERING, INC. MOIA BOWLES VILLAMIZAR&ASSOCIATES MELBOURNE, FL - PH (321) 253- 15 10 CONSULTING ENGINEERING CA43728 F. PIERCE, FL - PH (772) 468-9055 """ — 10- 104 DESIGNED D TM DRAWN RT RT DATE AUG2016 CHECKED AB DATEISSUED NOV 2017 SCALE AS NOTED IN ASSOCIATION w/ Florida Environmental Consulting Inc. fl;,� om III I FOUND 7/2" IRONP/PE N0/D, II 0 MUCKx 194.8'WEST x6�O 16'20' WOOD DECK w/ 4'x16' STAIRS 6.3 x w GRAPHIC �IIIII IIIIII .0 LOT 6 BLOCK 12 (FILLED) 12" M.E.S. A ±1.0 LOT 5 BLOCK 12 _ C C , �x �1x x m S 6.2 6.1 6.3 56.3 � 6ax 209 46' ) L — — — 6.2 jjj 6.2 x x�ti 6.1 6.0 hz x,�X CP —ram —ST— _—_-5.5— s— N / r o .o ( SWALE � IJ1 I� N ro it it 4' x 10'— FLOATING L T q DOCKS zZ �� x�°° < c BLOCK 12 13.93' 71 LF 12" CMP w/ 4'x5' GANGi' — — — — �� III • 213.08't PLANK FOUND 5/6 3:1 MAX TO WATER'S EDGE 12" M.E.S. N i8 D IRON ROD U Nm� 3.85 �207.1'4V SLOPE (TYP.) ±1.0 Z o D m D 81m < r G 0 on yo SILT FENCE (TYP.) 300 GPD/500 S.F. MOUNDED DRAINFIELD 500 GAL ATU TO WATER'S EDGE 202.52't WETLAND DELINEATION —13.93' SITE = 0.45 AC FOUND 112" IRON PIPE NO ID. w rn 1 FOUND IRON P/f',- a!y 3D.D NCW .4 e° Fa �AIlk WETLAND DELINEATION , �JE FOUND it "0"00 N0L0. LOT 3 BLOCK 12 28 LF 12" CMP (WETLAND) W/ M.E.S. PROPOSED: GROUND LEVEL OPEN PARKING ONLY 2ND STORY AND ABOVE DOMICILE ALTERNATE STEMWALL CONSTRUCTION; MIN. F.F. FOR OCCUPIED LEVELS: 7.6' ( '18" ABOVE CENTERLINE OF ROADWAY) BLOCK - CORNER 5 �g AARON J. BOWLES FL. P.E.#55313 LOT 4 & 5 MERRY BEE DR INDIAN RIVER COUNTY, FL SITE PLAN 1835 - 20TH STREET ' �� VERO BEACH, - 335 FX. (7nj 778-36I7 ENGINEERING, INC. MOIA BOWLES 'ALLAMIZAR & ASSOCIATES MELBOURNE, FL - PH (321) 253-1510 CONSULTING ENGINEERING CA#3728 FF. PIERCE, FL-PH(772)468-9055 "y TIVI DESWIV DRAWN RT RT DATE AUG 2016 CHECKED AB DA7EI(S SUED NOV 2017 SCALE AS NOTED IN ASSOCIATION w/ Florida Environmental Consulting Inc. GRAPHIC SCALE IN FEET) 40 :0 III II .0 ft.- FOUND 1/2" I IRON PIPE NOI.D. I I I LOT 6 o I BLOCK 12 Na (FILLED) FOUND U2" Ay I I IRONP/PE .FOUND 1/2" �'"I1 NOI.D. 0 TO WATERS EDGE IRON PIPE i.%8'WEST MUCKLINE x=`O 202.52'f WPfLAND� D< I �N DELINEATION- - - - - - - - - LOT 5 . . as, . . . LIN rya I o r m£ I Y I�TI O OI 133 E3 C ye �5j F w rC � x � � ♦tic �x6o C k9 to 6'x ,x d 1 x 1C, N o o I� N o m J I L T s. n n no < • o- BLOCK 12 . . . . . . . . . . . . . . . . WETLAND .? o ao ==I oo �ti DE�LINE,)ET10N �xYOO PE o II 21308�f IRON ROD e �I I II 77 TO WATER'S EDGE NOI.D. /RONROD NO. 1D. N A 3.8Sx2071W ZODm 3; N G N D o n LOT 3 N o BLOCK 12 co (WETLAND) 0 UMAM LL - 8 ( BERM, ROADWAY, RESIDENTS, VACANT LOT) WE - 7 ( BERM CUTS OFF FLOOD PLAIN, ROAD RUNOFF) CS - 8 ( MOSTLY APPROPRIATE SPECIES) 0.77 SECONDARY LL - 7 ( ADD NEW RESIDENCE) WE-7 CS-8 0.73 LEGEND WETLAND FILL SITE = 0.45 AC UPLANDS = 0.10 AC WETLANDS = 0.35 AC WETLANDS UNDISTURBED 0.12 AC WETLANDS FILLED = 0.23 (IMPACTS' 0.77 = 0.18 AC) (1,948 CY OF WETLAND FILL PROPOSED) ( SECONDARY IMPACTS = 0.18 AC " 0.04 = 0.01 AC) MITIGATION CREDITS FROM BLUEFIELD RANCH 0.20 WETLAND CONSERVATION UPLANDS CORNER AARON J. BOWLES FL. P.E.#55313 LOT 4 & 5 MERRY BEE DR INDIANRIVERCOUNTY, FL WETLAND PLAN - 1835 - 20TH STREET VERO BEACH, FL 32960 PH. (772) 569-0035 '=MBV PH. (772) 569-0035 ENGINEERING, INC. MOIA BOWLES VILLAMIZAR& ASSOCIATES MELBOURNE, FL - PH (321) 253- 15 10 CONSULTING ENGINEERING CA43728 FT. PIERCE, FL - PH (772) 468-9055 """ - 10- 104 DRAWN D TIVI DRAWN RT RT DATE AUG2016 CHECKED AB DATE7SSUEDNOV 2017 SCALE AS NOTED IN ASSOCIATION w/ Florida w Environmental Consulting Inc. a F M F cf) I O w p M W w I I z 0 _j Z I FF (n LLLL U F X O W Z ❑ W off$ W U) o Q d Z 2 i0 (� ~ D) W 2 U o Q (d g LU J M j Ln 110 (n O J LL Z g F W } Q � W ' M > �> ❑ a Z C6 Z W o O gO _ z ❑ im U w w �z ❑ W (L N _ z_ w F-: �O� N Q = ❑ C 6 W U) O w of (C cr Z d (D F L0 X 10 og p d w W} WF 2 U F 0 +I M�v } 2 W ZCO Y I Q � I _J F I F F W M O c W❑ W J U V) I I U m W LL I z O I AARON J. BOWLES U) F j FL. P.E.#55313 w Oz �I ' 1835 - 20TH STREET VERO BEACH, FL 32960 JOB NO. 16-134 DESIGNED TM DRAWN RT M BV CROSS -SECTIONS PH. (772) - DATE AUG 2016 MERRY BEE DR AND DETAILS ENGINEERING, INC. 778 FX. (772) 78.3617 617 CHECKED AB DATE/S.SUED NOV 2017 MOIA BOWLES VILLAMIZAR &ASSOCIATES MELBOURNE, FL- PH (321) 253-1510 SCALE AS NOTED INDIAN RIVER COUNTY, FL CONSULTING ENGINEERING CA#3728 FT. PIERCE, FL-PH(772)468.9055 WETLAND LINE tj VARIES ±16' 3:1 MAX & I EXIST. SWALE HYDROSEED (TYP) EXISTING ROAD EXISTING ROAD ±6.0 I ±5.7 ±6.0 e MATCH EXISTING CH EXISTING ±1.7 SECTION B-B UPLAND WOOD STAIRS AS 4' 5' NECESSARY 4' WIDE, 10, LONG 4' WIDE, TYPICAL 2" METAL FLOATING 5' LONG DOCK ANCHOR PIP ES DOCK PAGE ACCESS SEE GANG FLOATING DOCK PAGE MHWL (-)0.14 PLANK NAVD N.T.S. 16' WOOD DECK EXISTING ±7.6 GRADE ±6.73 ±7.1 UPLAND FILL -----� --- ---- --- LJ A^ MLWL (-)1.31 y ±(-)1.57 NAVD ±(-2.55 SECTION C-C N.T.S. ±(-)6.49 IN ASSOCIATION w/ Florida Environmental Consulting Inc. PROPOSED GRADE AARON J. BOWLES FL. P.E.#55313 - 1835 - 20TH STREET -'. DES/GNED IO-I04 TM LOT 4 & 5 M BV VERO BEACH, FL 32960 DRAWN RT CROSS -SECTIONS '� PH. (772) 569-0035 MERRY BEE DR FX. (772) 778-3617 DATE AUG 2016 AND DETAILS ENGINEERING, INC. CHECKED AB MOIA BOWLES VILLAMIZAR& ASSOCIATES MELBOURNE, FL - PH (321) 253- 15 10 DA7FGSSUEDNOV 2017 INDIANRIVERCOUNTY, FL CONSULTING ENGINEERING CA43728 FT. PIERCE, FL - PH (772) 468-9055 SCALE AS NOTED IN ASSOCIATION w/ Florida Environmental Consulting Inc. 10x MOORING AREA 2" METAL SCREW IN DOCK ANCHOR PIPES ((TYP) V� ,�` x L 4' GRAPHIC SCALE 0 10 20 ( IN FEET) 1 inch = 10 ft. O 0 FLOATING DOCK GANG PLANK Y AARON J. BOWLES FL. P.E.#55313 LOT 4 & 5 MERRY BEE DR INDIAN RIVER COUNTY, FL DOCK PLAN - 1835 - 20TH STREET VERO BEACH, FL 32960 PH. (772) 569-0035 '=MBV FX. (772) 778-3617 ENGINEERING, INC. MOIA BOWLES 14LLAMIZAR & ASSOCIATES MELBOURNE, FL - PH (321) 253-15 10 CONSULTING ENGINEERING CA#3728 FT. PIERCE, FL-PH(772)468-9055 - 10-104 DESIGNED TM DRAWN RT DATE AUG 2016 CHECKED AB DATE/SSUED NOV 2017 SCALE AS NOTED Florida Environmental Consulting Inc. 4 6P iff4° iff xg CM Commercial Grade Floating Dock Ideal For Mud, Deep Water And Difficult Acoesa Areea. Sell adjusts With Seasonal Changes In Water Levele. To Build One 4' x 10' Section, Purchaae The Following: PS 100 1186 loss NONE Omni son on 5 Commerce al Grace Fa:-.e kd i ❑ecr. Fi•_aI�PS 1fo5 © 3 CO Pipe Sleeve PS t08.Z � 7 Amager PS 1100 © t EEaek PlatesPB 1017 � B 3GISt Ccrrters PS 1015 v 4 Frame Hardware P9 © 7 Fk•at Hardware PS 11 $^ © 1 Pipe Eialery Caps PS 17 93 © 7 Hinge Kits PS 1u7G Dom Plpes 7 2° >< e° x f o' s 2• x:i9" Y B' 2 it8 x �xb' eews 229 ' 11 Sretionnry Pvllln tiny MMERCIAL cRABF IIrK+r1.1 u,[ ■W■ 0. 0 IN ASSOCIATION w/ Florida Environmental Consulting Inc. m.reaen ,tnni�'nam®n�n AARON J. BOWLES FL. P.E.#55313 1835 - 20TH STREET io-14 LOT 4 & 5 ' � �� VERO BEACH, FL 32960 DESIGNED TM PH. (772) 569-0035 DRAWN RT MERRY BEE DR FLOATING DOCK U FX. (772) 778.3617 DATE AUG2016 ENGINEERING, INC. CHECKED AB MOIA BOWLES VILLAMIZAR&ASSOCIATES MELBOURNE, FL -PFi (321)253-I510 DA7E/SSUED NOV 2017 INDIAN RIVER COUNTY, FL CONSULTING ENGINEERING CA #3T28 FT. PoERCE, FL.pH ((772)468.9055 SCALE AS NOTED Sretionnry Pvllln tiny MMERCIAL cRABF IIrK+r1.1 u,[ ■W■ 0. 0 IN ASSOCIATION w/ Florida Environmental Consulting Inc. m.reaen ,tnni�'nam®n�n AARON J. BOWLES FL. P.E.#55313 1835 - 20TH STREET io-14 LOT 4 & 5 ' � �� VERO BEACH, FL 32960 DESIGNED TM PH. (772) 569-0035 DRAWN RT MERRY BEE DR FLOATING DOCK U FX. (772) 778.3617 DATE AUG2016 ENGINEERING, INC. CHECKED AB MOIA BOWLES VILLAMIZAR&ASSOCIATES MELBOURNE, FL -PFi (321)253-I510 DA7E/SSUED NOV 2017 INDIAN RIVER COUNTY, FL CONSULTING ENGINEERING CA #3T28 FT. PoERCE, FL.pH ((772)468.9055 SCALE AS NOTED IN ASSOCIATION w/ Florida Environmental Consulting Inc. m.reaen ,tnni�'nam®n�n AARON J. BOWLES FL. P.E.#55313 1835 - 20TH STREET io-14 LOT 4 & 5 ' � �� VERO BEACH, FL 32960 DESIGNED TM PH. (772) 569-0035 DRAWN RT MERRY BEE DR FLOATING DOCK U FX. (772) 778.3617 DATE AUG2016 ENGINEERING, INC. CHECKED AB MOIA BOWLES VILLAMIZAR&ASSOCIATES MELBOURNE, FL -PFi (321)253-I510 DA7E/SSUED NOV 2017 INDIAN RIVER COUNTY, FL CONSULTING ENGINEERING CA #3T28 FT. PoERCE, FL.pH ((772)468.9055 SCALE AS NOTED ATTACHMENT 2 AS -BUILT CERTIFICATION BY PROFESSIONAL ENGINEER Submit this form and one set of as -built engineering drawings to the U.S. Army Corps of Engineers, Enforcement Section, 4400 PGA Boulevard, Suite 500, Palm Beach Gardens, FL, 33410. If you have questions regarding this requirement, please contact the Enforcement Branch at 904-232-3131. 1. Department of the Army Permit Number: SAJ-2016-02986(SP-JKA) 2. Permittee Information: Name: Address: 3. Project Site Identification (physical location/address): 4. As -Built Certification: I hereby certify that the authorized work, including any mitigation required by Special Conditions to the permit, has been accomplished in accordance with the Department of the Army permit with any deviations noted below. This determination is based upon on -site observation, scheduled, and conducted by me or by a project representative under my direct supervision. I have enclosed one set of as -built engineering drawings. Signature of Engineer (FL, PR, or VI) Reg. Number City (Affix Seal) Date Name (Please type) Company Name State Telephone Number ZIP Page 233 of 417 -2- Date Work Started: Date Work Completed: Identify any deviations from the approved permit drawings and/or special conditions (attach additional pages if necessary): Page 234 of 417 ATTACHMENT 3 STANDARD MANATEE CONDITIONS FOR IN -WATER WORK 2011 The permittee shall comply with the following conditions intended to protect manatees from direct project effects: a. All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act. b. All vessels associated with the construction project shall operate at "Idle Speed/No Wake" at all times while in the immediate area and while in water where the draft of the vessel provides less than a four -foot clearance from the bottom. All vessels will follow routes of deep water whenever possible. C. Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers must not impede manatee movement. d. All on -site project personnel are responsible for observing water -related activities for the presence of manatee(s). All in -water operations, including vessels, must be shutdown if a manatee(s) comes within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation. Animals must not be herded away or harassed into leaving. e. Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922. Collision and/or injury should also be reported to the U.S. Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida, and to FWC at I mperiledSpeciesCa-)myFWC.com Temporary signs concerning manatees shall be posted prior to and during all in -water project activities. All signs are to be removed by the permittee upon completion of the project. Temporary signs that have already been approved for this use by the FWC must be used. One sign which reads Caution: Boaters must be posted. A second sign measuring at least 8'/2" by 11" explaining the requirements for "Idle Speed/No Wake" and the shut down of in -water operations must be posted in a location prominently visible to all personnel engaged in water -related activities. These signs can be viewed at MyFWC.com/manatee. Questions concerning these signs can be sent to the email address listed above. Page 235 of 417 CAUTION: MANATEE HABITAT All project vessels IDLE SPEED/NO WAKE When a manatee is within 50 feet of work all in -water activities must SHUT DOWN Report any collision with or injury to a manatee: Wildlife Alert: 1-888-404-FWCC(3922) cell * FWC or #FWC Page 236 of 417 ATTACHMENT 4 STANDARD PROTECTION MEASURES FOR THE EASTERN INDIGO SNAKE U.S. Fish and Wildlife Service August 12, 2013 The eastern indigo snake protection/education plan (Plan) below has been developed by the U.S. Fish and Wildlife Service (USFWS) in Florida for use by applicants and their construction personnel. At least 30 days prior to any clearing/land alteration activities, the applicant shall notify the appropriate USFWS Field Office via e-mail that the Plan will be implemented as described below (North Florida Field Office: jaxregs(&,,fws.gov; South Florida Field Office: verobeachkfws.gov; Panama City Field Office: panamacitykfws.gov). As long as the signatory of the e-mail certifies compliance with the below Plan (including use of the attached poster and brochure), no further written confirmation or "approval" from the USFWS is needed and the applicant may move forward with the project. If the applicant decides to use an eastern indigo snake protection/education plan other than the approved Plan below, written confirmation or "approval" from the USFWS that the plan is adequate must be obtained. At least 30 days prior to any clearing/land alteration activities, the applicant shall submit their unique plan for review and approval. The USFWS will respond via e- mail, typically within 30 days of receiving the plan, either concurring that the plan is adequate or requesting additional information. A concurrence e-mail from the appropriate USFWS Field Office will fulfill approval requirements. The Plan materials should consist of: 1) a combination of posters and pamphlets (see Poster Information section below); and 2) verbal educational instructions to construction personnel by supervisory or management personnel before any clearing/land alteration activities are initiated (see Pre -Construction Activities and During Construction Activities sections below). POSTER INFORMATION Posters with the following information shall be placed at strategic locations on the construction site and along any proposed access roads (a final poster for Plan compliance, to be printed on I I" x 17" or larger paper and laminated, is attached): DESCRIPTION: The eastern indigo snake is one of the largest non -venomous snakes in North America, with individuals often reaching up to 8 feet in length. They derive their name from the glossy, blue -black color of their scales above and uniformly slate blue below. Frequently, they have orange to coral reddish coloration in the throat area, yet some specimens have been reported to only have cream coloration on the throat. These snakes are not typically aggressive and will attempt to crawl away when disturbed. Though indigo snakes rarely bite, they should NOT be handled. SIMILAR SNAKES: The black racer is the only other solid black snake resembling the eastern indigo snake. However, black racers have a white or cream chin, thinner bodies, and WILL BITE if handled. LIFE HISTORY: The eastern indigo snake occurs in a wide variety of terrestrial habitat types throughout Florida. Although they have a preference for uplands, they also utilize some wetlands Page 237 of 417 and agricultural areas. Eastern indigo snakes will often seek shelter inside gopher tortoise burrows and other below- and above -ground refugia, such as other animal burrows, stumps, roots, and debris piles. Females may lay from 4 - 12 white eggs as early as April through June, with young hatching in late July through October. PROTECTION UNDER FEDERAL AND STATE LAW: The eastern indigo snake is classified as a Threatened species by both the USFWS and the Florida Fish and Wildlife Conservation Commission. "Taking" of eastern indigo snakes is prohibited by the Endangered Species Act without a permit. "Take" is defined by the USFWS as an attempt to kill, harm, harass, pursue, hunt, shoot, wound, trap, capture, collect, or engage in any such conduct. Penalties include a maximum fine of $25,000 for civil violations and up to $50,000 and/or imprisonment for criminal offenses, if convicted. Only individuals currently authorized through an issued Incidental Take Statement in association with a USFWS Biological Opinion, or by a Section 10(a)(1)(A) permit issued by the USFWS, to handle an eastern indigo snake are allowed to do so. IF YOU SEE A LIVE EASTERN INDIGO SNAKE ON THE SITE: • Cease clearing activities and allow the live eastern indigo snake sufficient time to move away from the site without interference; • Personnel must NOT attempt to touch or handle snake due to protected status. • Take photographs of the snake, if possible, for identification and documentation purposes. • Immediately notify supervisor or the applicant's designated agent, and the appropriate USFWS office, with the location information and condition of the snake. • If the snake is located in a vicinity where continuation of the clearing or construction activities will cause harm to the snake, the activities must halt until such time that a representative of the USFWS returns the call (within one day) with further guidance as to when activities may resume. IF YOU SEE A DEAD EASTERN INDIGO SNAKE ON THE SITE: • Cease clearing activities and immediately notify supervisor or the applicant's designated agent, and the appropriate USFWS office, with the location information and condition of the snake. • Take photographs of the snake, if possible, for identification and documentation purposes. • Thoroughly soak the dead snake in water and then freeze the specimen. The appropriate wildlife agency will retrieve the dead snake. Telephone numbers of USFWS Florida Field Offices to be contacted if a live or dead eastern indigo snake is encountered: North Florida Field Office — (904) 731-3336 Panama City Field Office — (850) 769-0552 South Florida Field Office — (772) 562-3909 Page 238 of 417 PRE -CONSTRUCTION ACTIVITIES 1. The applicant or designated agent will post educational posters in the construction office and throughout the construction site, including any access roads. The posters must be clearly visible to all construction staff. A sample poster is attached. 2. Prior to the onset of construction activities, the applicant/designated agent will conduct a meeting with all construction staff (annually for multi -year projects) to discuss identification of the snake, its protected status, what to do if a snake is observed within the project area, and applicable penalties that may be imposed if state and/or federal regulations are violated. An educational brochure including color photographs of the snake will be given to each staff member in attendance and additional copies will be provided to the construction superintendent to make available in the onsite construction office (a final brochure for Plan compliance, to be printed double -sided on 8.5" x 11" paper and then properly folded, is attached). Photos of eastern indigo snakes may be accessed on USFWS and/or FWC websites. 3. Construction staff will be informed that in the event that an eastern indigo snake (live or dead) is observed on the project site during construction activities, all such activities are to cease until the established procedures are implemented according to the Plan, which includes notification of the appropriate USFWS Field Office. The contact information for the USFWS is provided on the referenced posters and brochures. DURING CONSTRUCTION ACTIVITIES 1. During initial site clearing activities, an onsite observer may be utilized to determine whether habitat conditions suggest a reasonable probability of an eastern indigo snake sighting (example: discovery of snake sheds, tracks, lots of refugia and cavities present in the area of clearing activities, and presence of gopher tortoises and burrows). 2. If an eastern indigo snake is discovered during gopher tortoise relocation activities (i.e. burrow excavation), the USFWS shall be contacted within one business day to obtain further guidance which may result in further project consultation. 3. Periodically during construction activities, the applicant's designated agent should visit the project area to observe the condition of the posters and Plan materials, and replace them as needed. Construction personnel should be reminded of the instructions (above) as to what is expected if any eastern indigo snakes are seen. POST CONSTRUCTION ACTIVITIES Whether or not eastern indigo snakes are observed during construction activities, a monitoring report should be submitted to the appropriate USFWS Field Office within 60 days of project completion. The report can be sent electronically to the appropriate USFWS e-mail address listed on page one of this Plan. Page 239 of 417 ATTENTION: THREATENED EASTERN INDIGO SNAKES MAY BE PRESENT ON THIS SITEM IF YOU SEE A LIVE EASTERN INDIGO SNAKE ON THE SITE: • Cease clearing activities and allow the eastern indigo snake sufficient time to move away from the site without interference. • Personnel must NOT attempt to touch or handle snake due to protected status. • Take photographs of the snake, if possible, for identification and documentation purposes. • Immediately notify supervisor or the applicant's designated agent, and the appropriate U.S. Fish and Wildlife Service (USFWS) office, with the location information and condition of the snake. • If the snake is located in a vicinity where continuation of the clearing or construction activities will cause harm to the snake, the activities must halt until such time that a representative of the USFWS returns the call (within one day) with further guidance as to when activities may resume. IF YOU SEE A DEAD EASTERN INDIGO SNAKE ON THE SITE: • Cease clearing activities and immediately notify supervisor or the applicant's designated agent, and the appropriate USFWS office, with the location information and condition of the snake. • Take photographs of the snake, if possible, for identification and documentation purposes. • Thoroughly soak the dead snake in water and then freeze the specimen. The appropriate wildlife agency will retrieve the dead snake. USFWS Florida Field Offices to be contacted if a live or dead eastern indigo snake is encountered: North Florida Field Office — (904) 731-3336 Panama City Field Office — (850) 769-0552 South Florida Field Office — (772) 562-3909 Killing, harming, or harassing indigo snakes is strictly prohibited and punishable under State and Federal Law. DESCRIPTION: The eastern indigo snake is one of the largest non -venomous snakes in North America, with individuals often reaching up to 8 feet in length. They derive their name from the glossy, blue -black color of their scales above and uniformly slate blue below. Frequently, they have orange to coral reddish coloration in the throat area, yet some specimens have been reported to only have cream coloration on the throat. These snakes are not typically aggressive and will attempt to crawl away when disturbed. Though indigo snakes rarely bite, they should NOT be handled. SIMILAR SNAKES: The black racer is the only other solid black snake resembling the eastern indigo snake. However, black racers have a white or cream chin, thinner bodies, and WILL BITE if handled. LIFE HISTORY: The eastern indigo snake occurs in a wide variety of terrestrial habitat types throughout Florida. Although they have a preference for uplands, they also utilize some wetlands and agricultural areas. Eastern indigo snakes will often seek shelter inside gopher tortoise burrows and other below- and above- ground refugia, such as other animal burrows, stumps, roots, and debris piles. Females may lay from 4 - 12 white eggs as early as April through June, with young hatching in late July through October. PROTECTION: The eastern indigo snake is classified as a Threatened species by both the USFWS and the Florida Fish and Wildlife Conservation Commission. "Taking" of eastern indigo snakes is prohibited by the Endangered Species Act without a permit. "Take" is defined by the USFWS as an attempt to kill, harm, harass, pursue, hunt, shoot, wound, trap, capture, collect, or engage in any such conduct. Penalties include a maximum fine of $25,000 for civil violations and up to $50,000 and/or imprisonment for criminal offenses, if convicted. Only individuals currently authorized through an issued Incidental Take Statement in association with a USFWS Biological Opinion, or by a Section 10(a)(1)(A) permit issued by the USFWS, to handle an eastern indigo snake are allowed to do so. August 1@�91240of417 IF YOU SEE A LIVE EASTERN INDIGO SNAKE ON THE SITE: • Cease clearing activities and allow the eastern indigo snake sufficient time to move away from the site without interference. • Personnel must NOT attempt to touch or handle snake due to protected status. • Take photographs of the snake, if possible, for identification and documentation purposes. • Immediately notify supervisor or the applicant's designated agent, and the appropriate U.S. Fish and Wildlife Service (USFWS) office, with the location information and condition of the snake. • If the snake is located in a vicinity where continuation of the clearing or construction activities will cause harm to the snake, the activities must halt until such time that a representative of the USFWS returns the call (within one day) with further guidance as to when activities may resume. IF YOU SEE A DEAD EASTERN INDIGO SNAKE ON THE SITE: • Cease clearing activities and immediately notify supervisor or the applicant's designated agent, and the appropriate USFWS office, with the location information and condition of the snake. • Take photographs of the snake, if possible, for identification and documentation purposes. • Thoroughly soak the dead snake in water and then freeze the specimen. The appropriate wildlife agency will retrieve the dead snake. USFWS Florida Field Offices to be contacted if a live or dead eastern indigo snake is encountered: North Florida ES Office — (904) 731-3336 Panama City ES Office — (850) 769-0552 South Florida ES Office — (772) 562-3909 DESCRIPTION: The eastern indigo snake is one of the largest non -venomous snakes in North America, with individuals often reaching up to 8 feet in length. They derive their name from the glossy, blue -black color of their scales above and uniformly slate blue below. Frequently, they have orange to coral reddish coloration in the throat area, yet some specimens have been reported to only have cream coloration on the throat. These snakes are not typically aggressive and will attempt to crawl away when disturbed. Though indigo snakes rarely bite, they should NOT be handled. SIMILAR SNAKES: The black racer is the only other solid black snake resembling the eastern indigo snake. However, black racers have a white or cream chin, thinner bodies, and WILL BITE if handled. LIFE HISTORY: The eastern indigo snake occurs in a wide variety of terrestrial habitat types throughout Florida. Although they have a preference for uplands, they also utilize some wetlands and agricultural areas. Eastern indigo snakes will often seek shelter inside gopher tortoise burrows and other below- and above- ground refugia, such as other animal burrows, stumps, roots, and debris piles. Females may lay from 4 - 12 white eggs as early as April through June, with young hatching in late July through October. Page 241 of 417 Killing, harming, or harassing indigo snakes is strictly prohibited and punishable under State and Federal Law. Only individuals currently authorized through an issued Incidental Take Statement in association with a USFWS Biological Opinion, or by a Section 10(a)(1)(A) permit issued by the USFWS, to handle an eastern indigo snake are allowed to do so. LEGAL STATUS: The eastern indigo snake is classified as a Threatened species by both the USFWS and the Florida Fish and Wildlife Conservation Commission. "Taking" of eastern indigo snakes is prohibited by the Endangered Species Act without a permit. "Take" is defined by the USFWS as an attempt to kill, harm, harass, pursue, hunt, shoot, wound, trap, capture, collect, or engage in any such conduct. Penalties include a maximum fine of $25,000 for civil violations and up to $50,000 and/or imprisonment for criminal offenses, if convicted. U.S FISH & Wn nrME SERVICE 44�"Ils August 12, 2013 ATTENTION: THREATENED EASTERN INDIGO SNAKES MAY BE PRESENT ON THIS SITE!!! Please read the following information provided by the U.S. Fish and Wildlife Service to become familiar with standard protection measures for the eastern indigo snake. ATTACHMENT 5 PERMIT/SOVEREIGNTY SUBMERGED LANDS CONDITIONS The activities described must be conducted in accordance with: • The Specific Conditions • The General Conditions • The Special Consent Conditions • The General Conditions for Sovereignty Submerged Lands Authorization • The limits, conditions and locations of work shown in the attached drawings • The term limits of this authorization You are advised to read and understand these conditions and drawings prior to beginning the authorized activities, and to ensure the work is conducted in conformance with all the terms, conditions, and drawings herein. If you are using a contractor, the contractor also should read and understand these conditions and drawings prior to beginning any activity. Failure to comply with these conditions, including any mitigation requirements, shall be grounds for the Department to revoke the permit and authorization and to take appropriate enforcement action. Operation of the facility is not authorized except when determined to be in conformance with all applicable rules and this permit and sovereignty submerged lands authorization, as described. SPECIFIC CONDITIONS- PROJECT FORMS & ATTACHMENTS (1) The attached project drawings (sheets I through 9); the Standard Manatee Conditions for In -Water Work, 2011, which can be downloaded at can be downloaded at http://myLvc.com/media/415448/Manatee_StdCondln_waterWork.pdf; the "Florida EPPC's 2015 Invasive Plant Species List" which can be downloaded at http://www.flopc.org/list/2015FLEPPCLIST-LARGEFORMAT-FINAL.pdf; and DEP forms 62- 330.310(3), 62-330.310(1); 62-330.310(2); 62-330.340(1); and 62-330.350(1), which may be downloaded at http://www.dep.state.fl.us/water/wetlands/erp/forms.htm become part of this permit. If the permittee does not have access to the Internet, please contact the Department at (561) 681-6600 to request the aforementioned forms and/or document(s). SPECIFIC CONDITIONS - PRIOR TO CONSTRUCTION (2) After selection of the contractor to perform the authorized activities and prior to the initiation of any work authorized by this permit, the permittee (or authorized agent) and the contractor shall attend a pre -construction conference with a representative of the Department. It shall be the responsibility of the permittee to contact the Department's Compliance Assistance Program, by email SEDERP(adep.state. fl.us, or by phone (561) 681-6600, to schedule the pre -construction conference. (3) Prior to initiation of any work authorized by this permit, all wetlands, surface waters, and storm drains, outside the specific limits of construction authorized by this permit shall be protected from erosion, siltation, sedimentation, and/or scouring, including the placement of staked erosion control devices around the project area and staging area(s) that are located outside of any authorized impact areas. The limits of impact shall be clearly marked during construction in a way which is visible and obvious to anyone performing work on -site, including someone operating heavy equipment. Orange construction fence or tall flagged stakes along the barriers are possible methods. Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 4 of 14 Page 243 of 417 SPECIFIC CONDITIONS — CONSTRUCTION ACTIVITIES (2) Any fill material used shall be clean fill and free of vegetative matter, trash, rebar, garbage, toxic or hazardous waste, or any other unsuitable materials. (3) There shall be no storage or stockpiling of tools and materials (i.e., lumber, pilings, debris), within wetlands or along the shoreline adjacent to waters of the state. All excess lumber, scrap wood, trash, garbage, and any other type of debris shall be removed from wetlands/waters of the state within 14 days of completion of the work authorized in this permit. All construction equipment/tools and materials shall be transported to and from the site via upland roadways and barges and all equipment/tools and materials shall be stored on the uplands. (4) All watercraft associated with the construction of the permitted activities shall only operate within waters of sufficient depth (one -foot clearance from the deepest draft of the vessel (barge) to the submerged bottom) so as to preclude bottom scouring or prop dredging. (5) Prior to installation of the, all installed wooden piles shall be wrapped with an impervious membrane one -foot above the mean high water line to one -foot below the substrate. SPECIFIC CONDITIONS — MITIGATION (3) This permit authorizes adverse impacts to 0.28 acres of wetlands. The remaining 0.17 acres jurisdictional wetlands shall not be impacted without written authorization from the Department. (4) To offset unavoidable adverse impacts to 0.28 acres of wetlands, prior to any construction activities, the permittee has provided proof to the Department that 0.20 Freshwater Forested Mitigation Credits have been purchased from Bluefield Ranch Mitigation Bank. SPECIFIC CONDITIONS — MONITORING/REPORTING REQUIREMENTS (6) Turbidity levels outside the construction area shall not exceed 0 NTU's above background levels. The following measures shall be taken immediately by the permittee whenever turbidity levels within waters of the State surrounding the project site exceed 0 NTUs above background: a) Notify the Department at (561) 681-6600 at the time the violation is first detected. b) Immediately cease all work contributing to the water quality violation. c) Stabilize all exposed soils contributing to the violation. Modify the work procedures that were responsible for the violation, install more turbidity containment devices, and repair any non-functional turbidity containment devices. d) As required, perform turbidity monitoring per Specific Conditions. e) Resume construction activities once turbidity levels outside turbidity curtains fall below 29 NTUs. (7) Water turbidity levels shall be monitored if a turbidity plume is observed outside the limits of the required turbidity control devices. Samples shall be taken every four hours until turbidity Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 5 of 14 Page 244 of 417 subsides at one foot above the bottom, mid -depth, and one -foot below the surface at monitoring stations located as follows: a) Approximately 100 feet up -current of the work sites and clearly outside the influence of construction activities. (This shall serve as the natural background sample against which other turbidity readings shall be compared.) b) Directly outside the turbidity curtains surrounding the work sites and within the densest portion of any visible turbidity plume. (This sample shall serve as the compliance sample.) (8) During dock construction activities, the permittee or permittee's contractor shall collect the following turbidity monitoring data at the frequency and water depths directed by the Specific Condition above: a) Date and time of sampling event b) Turbidity sampling results (background NTUs, compliance NTUs, and the difference between them) c) Description of data collection methods d) An aerial map indicating the sampling locations e) Depth of sample(s) f) Weather conditions at times of sampling g) Tidal stage and direction of flow Data shall be collected in a turbidity log and shall include a statement by the individual responsible for implementation of the sampling program attesting to the authenticity, precision, limits of detection, and accuracy of the data. The turbidity log shall be scanned and sent on a weekly basis to the Department's Compliance Project Manager, Jonathan Pempek, by email at Jonathan.Pempek&dep.state. fl.us. The subject line of the email shall include the project name, permit number, and the title "Turbidity Monitoring Reports." SPECIFIC CONDITIONS — MANATEE CONDITIONS (9) The permittee shall comply with the standard manatee protection construction conditions listed in the attached "2011 Standard Manatee Conditions for In -Water Work". GENERAL CONDITIONS FOR INDIVIDUAL PERMITS The following general conditions are binding on all individual permits issued under chapter 62-330, F.A.C., except where the conditions are not applicable to the authorized activity, or where the conditions must be modified to accommodate project -specific conditions. (1) All activities shall be implemented following the plans, specifications and performance criteria approved by this permit. Any deviations must be authorized in a permit modification in accordance with Rule 62-330.315, F.A.C. Any deviations that are not so authorized may subject the permittee to enforcement action and revocation of the permit under Chapter 373, F.S. (2) A complete copy of this permit shall be kept at the work site of the permitted activity during the construction phase, and shall be available for review at the work site upon request by the Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 6 of 14 Page 245 of 417 Agency staff. The permittee shall require the contractor to review the complete permit prior to beginning construction. (3) Activities shall be conducted in a manner that does not cause or contribute to violations of state water quality standards. Performance -based erosion and sediment control best management practices shall be installed immediately prior to, and be maintained during and after construction as needed, to prevent adverse impacts to the water resources and adjacent lands. Such practices shall be in accordance with the State of Florida Erosion and Sediment Control Designer and Reviewer Manual (Florida Department of Environmental Protection and Florida Department of Transportation June 2007), and the Florida Stormwater Erosion and Sedimentation Control Inspector's Manual (Florida Department of Environmental Protection, Nonpoint Source Management Section, Tallahassee, Florida, July 2008), which are both incorporated by reference in subparagraph 62-330.050(9)(b)5., F.A.C., unless a project -specific erosion and sediment control plan is approved or other water quality control measures are required as part of the permit. (4) At least 48 hours prior to beginning the authorized activities, the permittee shall submit to the Agency a fully executed Form 62-330.350(1), "Construction Commencement Notice," [October 1, 2013], which is incorporated by reference in paragraph 62-330.350(1)(d), F.A.C., indicating the expected start and completion dates. A copy of this form may be obtained from the Agency, as described in subsection 62-330.010(5), F.A.C. If available, an Agency website that fulfills this notification requirement may be used in lieu of the form. (5) Unless the permit is transferred under Rule 62-330.340, F.A.C., or transferred to an operating entity under Rule 62-330.310, F.A.C., the permittee is liable to comply with the plans, terms and conditions of the permit for the life of the project or activity. (6) Within 30 days after completing construction of the entire project, or any independent portion of the project, the permittee shall provide the following to the Agency, as applicable: a. For an individual, private single-family residential dwelling unit, duplex, triplex, or quadruplex — "Construction Completion and Inspection Certification for Activities Associated With a Private Single -Family Dwelling Unit" [Form 62-330.310(3)]; or b. For all other activities — "As -Built Certification and Request for Conversion to Operational Phase" [Form 62-330.310(1)]. c. If available, an Agency website that fulfills this certification requirement may be used in lieu of the form. (7) If the final operation and maintenance entity is a third party: a. Prior to sales of any lot or unit served by the activity and within one year of permit issuance, or within 30 days of as- built certification, whichever comes first, the permittee shall submit, as applicable, a copy of the operation and maintenance documents (see sections 12.3 thru 12.3.3 of Volume I) as filed with the Department of State, Division of Corporations and a copy of any easement, plat, or deed restriction needed to operate or maintain the project, as recorded with the Clerk of the Court in the County in which the activity is located. b. Within 30 days of submittal of the as- built certification, the permittee shall submit "Request for Transfer of Environmental Resource Permit to the Perpetual Operation Entity" [Form 62- 330.310(2)] to transfer the permit to the operation and maintenance entity, along with the Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 7 of 14 Page 246 of 417 documentation requested in the form. If available, an Agency website that fulfills this transfer requirement may be used in lieu of the form. (8) The permittee shall notify the Agency in writing of changes required by any other regulatory agency that require changes to the permitted activity, and any required modification of this permit must be obtained prior to implementing the changes. (9) This permit does not: a. Convey to the permittee any property rights or privileges, or any other rights or privileges other than those specified herein or in Chapter 62-330, F.A.C.; b. Convey to the permittee or create in the permittee any interest in real property; c. Relieve the permittee from the need to obtain and comply with any other required federal, state, and local authorization, law, rule, or ordinance; or d. Authorize any entrance upon or work on property that is not owned, held in easement, or controlled by the permittee. (10) Prior to conducting any activities on state-owned submerged lands or other lands of the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund, the permittee must receive all necessary approvals and authorizations under Chapters 253 and 258, F.S. Written authorization that requires formal execution by the Board of Trustees of the Internal Improvement Trust Fund shall not be considered received until it has been fully executed. (11) The permittee shall hold and save the Agency harmless from any and all damages, claims, or liabilities that may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any project authorized by the permit. (12) The permittee shall notify the Agency in writing: a. Immediately if any previously submitted information is discovered to be inaccurate; and b. Within 30 days of any conveyance or division of ownership or control of the property or the system, other than conveyance via a long-term lease, and the new owner shall request transfer of the permit in accordance with Rule 62-330.340, F.A.C. This does not apply to the sale of lots or units in residential or commercial subdivisions or condominiums where the stormwater management system has been completed and converted to the operation phase. (13) Upon reasonable notice to the permittee, Agency staff with proper identification shall have permission to enter, inspect, sample and test the project or activities to ensure conformity with the plans and specifications authorized in the permit. (14) If any prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements, dugout canoes, or any other physical remains that could be associated with Native American cultures, or early colonial or American settlement are encountered at any time within the project site area, work involving subsurface disturbance in the immediate vicinity of such discoveries shall cease. The permittee or other designee shall contact the Florida Department of State, Division of Historical Resources, Compliance and Review Section, at (850) 245-6333 or (800) 847-7278, as well as the appropriate permitting agency office. Such subsurface work shall not resume without verbal or written authorization from the Division of Historical Resources. If unmarked human remains are encountered, Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 8 of 14 Page 247 of 417 all work shall stop immediately and notification shall be provided in accordance with Section 872.05, F.S. (15) Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under Rule 62-330.201, F.A.C., provides otherwise. (16) The permittee shall provide routine maintenance of all components of the stormwater management system to remove trapped sediments and debris. Removed materials shall be disposed of in a landfill or other uplands in a manner that does not require a permit under Chapter 62-330, F.A.C., or cause violations of state water quality standards. (17) This permit is issued based on the applicant's submitted information that reasonably demonstrates that adverse water resource -related impacts will not be caused by the completed permit activity. If any adverse impacts result, the Agency will require the permittee to eliminate the cause, obtain any necessary permit modification, and take any necessary corrective actions to resolve the adverse impacts. (18) A Recorded Notice of Environmental Resource Permit may be recorded in the county public records in accordance with subsection 62-330.090(7), F.A.C. Such notice is not an encumbrance upon the property. SPECIAL CONSENT CONDITIONS 1) The applicant agrees to indemnify, defend and hold harmless the Board of Trustees and the State of Florida from all claims, actions, lawsuits and demands in any form arising out of the authorization to use sovereignty submerged lands or the applicant's use and construction of structures on sovereignty submerged lands. This duty to indemnify and hold harmless will include any and all liabilities that are associated with the structure or activity including special assessments or taxes that are now or in the future assessed against the structure or activity during the period of the authorization. 2) Failure by the Board of Trustees to enforce any violation of a provision of the authorization or waiver by the Board of Trustees of any provision of the authorization will not invalidate the provision not enforced or waived, nor will the failure to enforce or a waiver prevent the Board of Trustees from enforcing the unenforced or waived provision in the event of a violation of that provision. 3) Applicant binds itself and its successors and assigns to abide by the provisions and conditions set forth in the authorization. If the applicant or its successors or assigns fails or refuses to comply with the provisions and conditions of the authorization, the authorization may be terminated by the Board of Trustees after written notice to the applicant or its successors or assigns. Upon receipt of such notice, the applicant or its successors or assigns will have thirty (30) days in which to correct the violations. Failure to correct the violations within this period will result in the automatic revocation of this authorization. 4) All costs incurred by the Board of Trustees in enforcing the terms and conditions of the authorization will be paid by the applicant. Any notice required by law will be made by certified mail at Project Name: Evanisko Residence Permit No.: 56-0347770-001-EI Page 9 of 14 Page 248 of 417 Florida En►irironmental Consulting, Inc. Environmental Impact Report For: Lot 4 & 5 Merry Bee Drive Prepared for: Mr. John Evanisko Merry Bee Drive, Ft Pierce, FL 34982 jme8097@bellsouth.net w 6/10/2016 Timothy E. Maslin, C.E.S. / C.E.C. Certification #77283 FEC Job # 16-134 1835 23th Street • Vero Beach, Florida 3296❑ Phone: 772-299-4791 • Fax: 772-778-3617 • E-mail: flenv@fl-env.com Page 249 of 417 Table of Contents 1.0 Executive Summary 2.0 Environmental Impact Report 2.1 Objective 2.2 Introduction 2.3 Materials and Methods 2.4 Soils 2.5 Hydrology 2.6 Flora 2.7 Fauna 2.8 Wetlands 2.9 Discussion 2.10 Conclusion 2.11 Qualifications of Individual Preparing Report 3.0 Appendix 3.1 Location Map 3.2 Property Card 3.3 Soils Map 3.4 Topographic Map 3.5 Flood Zone Map 3.6 National Wetland Inventory Map 3.7 Aerial / FLUCCS Maps 3.8 Site Photos 3.9 Qualifications Documentation Page 250 of 417 1.0 Executive Summary The subject site: • Is 0.45 acres located in St. Lucie County, Florida. • Is an unimproved residential property. • Contains very poorly drained soils. • Has frontage on the North Fork of the St Lucie River. • Is at approximately Elevation 5. • Is within the 1 % (100 year) Flood Zone AE-6. • Contains a native Live Oak & Palm Forested Upland habitat along the river bank ridge (FLUCCS 427) • Contains a native Stream Bottomland Forested Swamp wetland habitat between the roadway and river bank (FLUCCS 615). • Does not support listed species of fauna. • Does contain jurisdictional wetlands. • Residential improvements to this property could cause adverse environmental impacts to native wetlands. Page 251 of 417 2.0 Environmental Impact Report 2.1 Objective As requested by the owner, in June of 2016 a Certified Environmental Consultant of Florida Environmental Consulting Inc. performed an environmental impact study of the Merry Bee Drive property for Mr. John Evanisko. The objective of this study was to assess and report on the baseline environmental condition of the subject site as well as to discuss how further developing this site may impact the environment. 2.2 Introduction The property consists of Parcel ID number 3409-703-0117-000-5 in section 9 of township 36S, range 40E, in St. Lucie County, Florida. The property is comprised of approximately 0.45 acres located along the North Fork of the St. Lucie River on the west side of Merry Bee Drive, Ft. Pierce, FL 34982, at 27 deg. 21 min. 23.5 sec. Latitude, and (-)80 deg. 20 min. 34 sec. Longitude. It is two unimproved residential lots, (lot 4 & 5) located in a residential zoning district (RS-3). Please see the maps and other reference materials in the appendix of this report. 2.3 Materials and Methods The site assessment included preliminary research of the site and surrounding area to determine what type of ecological community to expect as well as what types of individual flora and fauna may be found on site. This preliminary research included; Geographic Information Systems (GIS) Mapping, aerial interpretation, a Florida Department of Environmental Protection (FDEP) Environmental Resource Analysis, and assessing the potential for species and habitats listed by the County, South Florida Water Management District (SFWMD), Florida Natural Areas Inventory (FNAI), Florida Fish and Wildlife Conservation Commission (FWC), and the U.S. Fish and Wildlife Service (FWS). The site assessment also included traversing and observing communities adjacent to and within the site. During the site assessment community types, vegetation, wildlife, and other pertinent observations were noted. 2.4 Soils According to the U.S. Department of Agriculture Natural Resources Conservation Service (MRCS) the site contains two soil types; soil number 14, Fluvaquents, and soil number 43 Susanna Wauchula sand more specifically described as: Soil 14, Fluvaquents, characterized as nearly level, very poorly drained soil with a water table typically 0 to 6 inches below the surface, and frequently flooded. Page 252 of 417 Soil 43, Susanna Wauchula sand, characterized as convex sloping, poorly drained sand with a water table typically 6 to 18 inches below the surface. Based on current site conditions areas of Soil 14 were found to be hydric and the limits of Soil 43 was closer to the Merry Bee Drive property line. Please see the soils map in the appendix of this report for the site specific location of these soils. 2.5 Hydrology The United States Geological Survey (USGS) Topographic Map in the index of this report shows the area as relatively flat to the east and abruptly sloping down westward to the river flood plain. Using the North American Vertical Datum of 1927 (NAD27) the area has a natural ground grade of about 5.0 with nearby topographical features being about the same except where filled for residential development. The stormwater runoff appears to become ponded in the middle of the site. Also the site lies in Flood Zone AE-6, per the Federal Emergency Management Agency (FEMA) map number 12111 C 0277 J dated February 16, 2012, which indicates that the property would be within the 1% annual chance flood plain (100-year flood plain). 2.6 Flora As noted in the introduction the property is an unimproved residential lot. According to the Florida Land Use Forms and Cover Classification System (FLUCCS) the land use designation on a ridge along the river would be classified as a Live Oak and Palm Forested Upland habitat, number 427, however the rest would be considered a Stream Bottomland Forested Swamp wetland habitat, number 615. Please see the FLUCCS map and site photos in the appendix of this report for acreages and site specific details. The flora of the Uplands consisted mainly of Live Oak (Quercus virginiana), and Cabbage Palm (Sabal palmetto), with some miscellaneous sparse understory and a cluster of Bamboo (Bambusa spp.). The flora of the forested wetlands consisted of Red Maple (Acer rubrum), Laurel Oak (Quercus Laurifolia), Bay (Persea spp.), Ash (Fraxinus spp.), Tupelo (Nyssa spp.), Airplant (Tillandsia setacea), Cabbage Palms, Brazilian Pepper (Schinus terebinthifolius), Swamp Fern (Blechnum serrulatum), Wild Coffee (Psychotria nervosa), Lilly (Hymenocallis spp.), and Climbing Fern (Lygodium spp.) as well as miscellaneous vines, grasses, and forbes. No species of flora was observed on site listed by the county, Florida Natural Areas Inventory, Florida Fish and Wildlife Conservation Commission, or U.S. Fish and Wildlife Service, as Endangered, Threatened, or a Species of Special Concern. Page 253 of 417 2.7 Fauna Contrary to vegetation, the observed fauna was found to be somewhat biologically limited by isolation. Only reptiles and a single bird were observed. More specifically the Brown Anole (Anolis sagrei) and the Northern Cardinal (Cardinalis cardinalis). No other native nor exotic fauna was directly observed on site. Additionally, the site was not specifically within or nearby to an occupied scrub jay polygon and no evidence or suspicion of use was formulated of other listed species of fauna according to the county, Florida Natural Areas Inventory, Florida Fish and Wildlife Conservation Commission, and the U.S. Fish and Wildlife Service lists of Endangered, Threatened, and Species of Special Concern. 2.8 Wetlands According to Soils, Topographic, and NWI maps, wetlands were suspected to be present on site, and this was confirmed. Utilizing the flooded soils data, the topographical map, and NWI maps; hydrophytic vegetation was found as well as indicators of wetland hydrology along with hydric soils. According to the statutory definition of wetlands and the field reconnaissance the site does contain wetlands. However, based on our ground-thruthing the extent is exaggerated in the National Wetland Inventory (NWI) map. Due to an elevated ridge along the river on the west property line, the wetlands appear to be limited to the eastern 80% of the parcel all the way to the road right of way line. Please see the Wetland Map in the appendix of this report. 2.9 Discussion The property has many features that warrant discussion in terms of the ability to improve the lots for a single family residence including soils, hydrology, and wetlands. The soils were found to have a high water table and as such municipal water and sewer sources are recommended, however if not available any septic system will need to be designed and permitted by an engineer as a mounded system or the site will need to be filled to allow said system to sit at least 2 feet above the highest water table elevation. The hydrology of the area is prone to frequent flooding and as such the site and or minimum finished floor of a proposed residence will need to be above the flood plain elevation of 6', or as otherwise specified by SLC Land Development Code. Finally, as indicated above the property was suspected to contain wetlands due to characteristics of the known soil groups, anomalies in the topographic map, and NWI mapping. This was specifically confirmed however slightly different than expected. There is a ridge of uplands along the river at the western property line and the rest of the site to the road right of way at the eastern property line would be considered wetlands. These wetlands add up to approximately 0.4 acres. Any impacts to the wetlands will require state and local permitting and mitigation. Page 254 of 417 Please see the referenced maps for additional information. No other notable environmental conditions were found. 2.10 Conclusion In conclusion, the potential environmental impacts residential improvements would cause to the subject parcel may be considered detrimental to native soils, hydrology, flora & fauna, and require mitigation. Please contact Florida Environmental Consulting, Inc. with any questions or comments regarding this report. 2.11 Qualifications of Individual Preparing Report Florida Environmental Consulting is a Florida registered environmental consulting firm, the person who prepared this report is the president of the company, and his signature and/or seal on the cover of this document demonstrate that he is in responsible charge of the information provided. He is also a Certified Environmental Consultant and Certified Environmental Specialist. Additionally, he has a Bachelor of Science in Environmental Science from the University of Florida with a minor in Natural Resource Management, along with more than 15 years of experience. Finally he is a member of the National Association of Environmental Professionals, and the Environmental Assessment Association where a code of ethics and personal commitment to quality work is upheld. 3.0 Appendix 3.1 Location Map 3.2 Property Card 3.3 Soils Map 3.4 Topographic Map 3.5 Flood Zone Map 3.6 National Wetland Inventory Map 3.7 Aerial / FLUCCS Maps 3.8 Site Photos 3.9 Qualifications Documentation Page 255 of 417 1 N z C r� Virginia Ave a N d 7 D y t, E Ab Edwards Rd FROWERA 4 h� w b w Beat A" dray Rd 4 e W Midway Rd V W Midway Rd *` Indian River Estates VINTAVDREAS U S O R19 MiAd SITE Creek Ey RNER FRACE aAnkpnd `C, F— CRFfK CASCA?ES o IM 51 lie v+eS` g1vA River Park SANCTVARV 'mac w DOW1dTOWN PORT SAINT LURE Walton Crosst wn Pk" ( x z s 8 W Midway Rd Wlldr' City G rrM iNa�rEws S sarur AuaRfrvs PARK PINE TFACE NW M&rn fi' p' ;Y 0 SI TE RIVER PLa" ��7h afxMG� 5-37 A ­ I a F.� R W Midwayo a � $ O d Indian RIV N Is 25 1 Efta tees w.nhimF� lanowss � Y � s r +� f FaRy Se u Florida vlciNlTY / EocaTioN Maps Environmental Consulting Inc. 1835 201H AVENUE VERO BEACH, FAIL fl 32960 T: 772-299-4H F: 772-778-3617 ,MAIL ilenv32960 v.com gCA� / c -?" = o / / » 9 .g 0 _ m / i Uw- tt f c Cr / / c 4 c / •• .. e _ % ILL f ± k e .2 s 2 ƒ - ± 5 4-P / § \ / 0 « 2 .§ ? 2 2 0 3 ± / / I-P � .� � � � m M 4mJ ® i / W C / 0 � C / ■ q � ® c E ? / 4;G % 0:) CC) co S % m % a 2 � / � I O a @ » $ 2 / 2 � 7 / LIJ / - < LLJ f .0 2 \ � / m & ƒ 2 I .Los 2 q * g CL 2 U R i $ � � k \ƒ m < 3 i / D » a \ § k y c 9 @- \\ > 5 \ m \ $ > ƒ < ± 7 / . s\ / 2 2LO / W LU @ > § \ a m 7 o c( / »± $§ 5 q i ///\ k 2 E k< w / LL Florida EnvironmentalConsulting PROPERTY APPRAISER SILO Oonsul■!ng■no. : v 7BEACH. % ° , , 1W, St. Lucie County, Florida (FL111) R Map Unit Map Unit Name Acres in Percent Symbol A0I of AOI 14 Fluvaquents, 0.5 SO.40/D frequently Flooded 43 Susanna and 0.1 19.610/9 Wauchula sands Totals for Area of Interest 0.6 100.0% Florida SOILS U SD ACS Environmental Consulting Inc. �� 1-2 20TH AVENUE VERO BEACH. FLORIDAAIL.32960 M is )12-299-4)91 F: 772-778-3617 .MAIL 6env32960 .rom g� ON �w� r� •.. � +�` .may -_ .�-----.--_�, �i=., _�'_ � ...s'i ■ .■.■.. ■ ! I ■ - Levee r', ;' k ■ # • . ! Y T-; 10Ip .ray rtiY ,� ■i I I fa• +1 ' Vsr- w � I■ L ■ ` r i ! iarrW � 5 .• __ _ _ _ sr I Laa2e � •• f• Florida °■"° ° °"'� Environmental TOPO USCS Consulting Inc. 1835 20TH AVENUE VERO BEACH. FLORIDA 32960 T: 772-299-4791 F: 772-778-3617 eMAIL. a� �b v a w o L ®a Y, aSe E y S - � o t— LLA iw w 3 s 2 S l : V L!I = o Ic a v F o C u�i J Z Q4 U � �Cr 0 In a r o �'j� p Z -J LU Q ■ J 7- Q Q -- - - - oO_ - EL yyr LL: Z Lu �L Q 4 m y Florida FLOOD ZONF FEMA Environmental Consulting Inc. 1 825 20TH AVENUE VERO BEACH. FLORIDAAIL.32960 is )12-299-4)91 F: 772-778-3617 .MAIL 6env32960 ■ ■ ■ � { \ ) 2 ) g \ \ \ \ ] \ \ o e e � � � ■ ■ � � ■ ■ � ■ ■ � •�� � f-7 ! �j North Fork St . Lucie ,River s RIO s P. ft ■ i * r� z a 16 f IPa K STREAI�1 BOTTOMLAND FORESTED SWAMP 4. 4-7 ■ � `yy' k • R * * f . f A. do F _ * '0000 � PIPERV, f '7 �7,--- O c a r n D 0 z m z O Z Z,F Z U) 0 m z m C)MM 030 31-1 coa ,;a 10 53 e� r=ylr'p has LDI[fPl'XEa on 0, imot4V E. Ifflaslin t4t bregrer 16 ach-clot of �Jcl-Mole anb all t4t nig4fs anb prijjilegs flTurnuto apyertatining,. b i Tloma, buIV sT*neb, 4as hern issueb anb flF scal of #4r rtbjrrsifg aff ixeb, �ssurb bg t4t Rvarb of Yveguls upon ram=rnbarwn of t4t Xarn1tV of 01 hr Toll-e.g-e of Natural Xesourc-cs ani) Enuironment �haa�ssn, irim• a of iugrnis rcayc cvi vi -+ i i C C r C� Y O z 0 THE NATIONAL ASSOCIATION OF ENVIRONMENTAL PROFESSIONALS Certifies that Imotkq F,.- Maslin is fully entitled to all the privileges granted in its articles of incorporation and bylaws �e ruary, 2-0o6 DATE OF MEMBERSHIP PRESIDENT 12.760' MEMBERSHIP NUMBER SECRETARY rage /-na or 41 10.C.1. r Luc a- AGENDA REQUEST 0 L O TO: Board of County Commissioners PRESENTED BY: Willie Redden, Regional Parks & Stadium Manager SUBMITTED BY: Regional Parks & Stadiums Division REGULAR AGENDA -PARKS & RECREATION DATE: 6/16/2020 *ACTION ITEM - AMENDMENT QUASI-JUDICIAL ITEM? NO SUBJECT: Lakewood Regional Park Proposed Public Potable Water Connection (Plan and Design) 3rd Amendment to Work Authorization No. 03 Under Contract C14-09-397 BACKGROUND: This amendment includes additional surveying to extend a 8" watermain approximately 800' into the park to provide a fire hydrant within a reasonable distance (near where the dry hydrant is now) to afford the concession stand and pool area fire protection. The cost to perform all additional services as described in the attached Scope of Services shall not exceed a total amount of $48,440.00 (forty-eight thousand four hundred forty and 00/100 dollars) for a total work authorization amount not to exceed $115,940.00 (one hundred fifteen thousand nine hundred forty and 00/100 dollars). No reimbursable expenses will be paid pursuant to this work authorization. Additional costs will be made available in account 310002-7210-563000-177614 and 310008-7210-563000- 177614 Attachments include: 1. 3rd Agreement to Work Authorization No. 3 Contract C14-09-397. 2. Lakewood Regional Park WM Extension Option 2 PREVIOUS ACTION: On March 10, 2017 - the County entered into Work Authorization No. 3 with Stephen Cooper, P.E. and Associates, Inc. (SCA) to provide engineering services (design, plans and permitting) for the Lakewood Park Regional Park Proposed Public Potable Water Connection. September 25, 2018 - the parties executed the First Amendment to the work authorization to revise the Page 270 of 417 scope of work, increase the compensation and extend the completion date of the project. June 4, 2019 - the parties executed the Second Amendment to the work authorization for additional funds to complete plans for the Lakewood Park Regional Park Proposed Potable Water Connection. FINANCIAL IMPACT: The cost to perform all additional services as described in the attached Scope of Services shall not exceed a total amount of $48,440.00 (forty-eight thousand four hundred forty and 00/100 dollars) for a total work authorization amount not to exceed $115,940.00 (one hundred fifteen thousand nine hundred forty and 00/100 dollars). No reimbursable expenses will be paid pursuant to this work authorization. Additional costs will be made available in account 310002-7210-563000-177614 and 310008-7210-563000- 177614 RECOMMENDATION: Staff recommends Board approval of the third amendment to Work Authorization #3 for additional funds to complete revisions for the Lakewood Park Regional Park Proposed Potable Water Connection, under agreement No. C14-09-397 and authorization for the Chair to sign the second amendment as drafted by the County Attorney's office. COMMISSION ACTION: RESULT: MOVER: None SECONDER: None AYES: None NAYS: None EXCUSED: None Coordination/Signatures Date: June 02, 2020 Edward Matthews, Parks & Recreation Director Date: June 02, 2020 Jennifer Hill, Office of Management & Budget Director Page 271 of 417 Date: June 02, 2020 Daniel McIntyre, County Attorney Date: June 02, 2020 Howard Tipton, County Administrator Page 272 of 417 THIRD AMENDMENT TO WORK AUTHORIZATION NO. 03 CONTRACT C14-09-397 THIS AMENDMENT is made as of the day of , 2020, by and between the ST. LUCIE COUNTY, a political subdivision of the State of Florida, hereinafter referred to as the "County' and STEPHEN COOPER, P.E. & ASSOCIATES, INC., hereinafter referred to as the "Consultant". WITNESSETH: WHEREAS, on September 2, 2014, the County entered into a Consulting Agreement (Contract No. C14-09-397) for Civil Engineering projects hereinafter referred to as "Contract" with the Consultant to provide continuing professional civil engineering services; and, WHEREAS, pursuant to the Contract, the Consultant is to provide the professional services as outlined in this individual work authorization; and, WHEREAS, on March 10, 2017, the parties executed work authorization no. 03 for the project known as "St. Lucie County Lakewood Regional Park Proposed Public Potable water Extension'; and, WHEREAS, on September 25, 2018, the parties executed the first amendment to the work authorization to revise the scope of work, increase the compensation and extend the completion date of the project; and, WHEREAS, on June 4, 2019, the parties executed the second amendment to the work authorization to revise the scope of work, increase the compensation, and extend the completion date of the project; and, WHEREAS, the parties desire to further amend the work authorization to revise the scope of work, increase the compensation, and extend the completion date of the project; and, WHEREAS, the Legislature of the State of Florida amended Section 287.135 Florida Statutes to provide that any contract by a local governmental entity for goods or services of any amount entered into or renewed after July 12018 must contain a provision that allows for the termination of such contract at the option of the awarding body if the company is found to have been placed on the Scrutinized Companies that Boycott Israel List or is engaged in a boycott of Israel. NOW, THEREFORE, in consideration of their mutual promises made herein, and for other good and valuable consideration, receipt of which is hereby acknowledged by each party, the parties who are legally bound, hereby agree as follows: 1. SERVICES: The County has determined that it would like to utilize the services of the Consultant in the completion of the Project, to provide additional professional engineering services for the Project under the pricing, terms and conditions of the continuing contract (C14-09-397). The additional services to be 1 Page 273 of 417 provided by Consultant on the Project shall be for those as outlined in the Scope of Services attached hereto as Exhibit "A" and according to the schedule which are attached hereto and made a part of this work authorization and incorporated herein. 2. CONSTRUCTION COSTS: The construction costs of the Project for which Consultant will render the Professional Services are estimated by the County not to exceed $2,000,000 or any other costs or fees as otherwise described under the "Consultants Competitive Negotiation Act", (CCNA). 3. COMPENSATION: The cost to perform all additional services as described in the attached Scope of Services shall not exceed a total amount of $48,440.00 (forty-eight thousand four hundred forty and 00/100 dollars) for a total work authorization amount not to exceed $115,940.00 (one hundred fifteen thousand nine hundred forty and 00/100 dollars). No reimbursable expenses will be paid pursuant to this work authorization. Any sub -consultant fees associates with this work authorization will be paid as a direct pass through without any additional mark-up or administrative fee. This work authorization shall meet the definition of "Construction Services" as defined in F.S. §218.72. Consultant shall submit a payment application to the County's Project Manager. Payment to the Consultant shall be made within 20 business days of the County's receipt of the application. 4. CONTRACT DOCUMENT: Except as amended hereby, all of the original terms and conditions in the original work authorization and the Continuing Contract shall remain in full force and effect. 5. TIME OF COMPLETION: a. It is hereby understood and mutually agreed by and between parties hereto that the time of completion is an essential condition of this Contract, time being of the essence. b. Consultant shall commence work per the written Notice to Proceed, and shall complete all work as further described in the Exhibit "C" Project Schedule. C. If the work is not fully completed according to the terms of the Contract and within the time limits stipulated herein, it is hereby acknowledged that the County will suffer damages which are not capable of ascertainment or calculation, and therefore the Consultant shall pay the County, as liquidated damages, a sum of $50.00 (fifty and 00/100 dollars) per day for each day following the required completion date, until the date upon which actual completion occurs. d. The period herein above specified for project completion may be extended by such time as shall be approved by the County Administrator or designee, or the Contract may be cancelled by the County Administrator with the County invoking all rights and remedies thereof. e. Where any deductions from or forfeitures of payment in connection with the work of this Contract are duly and properly imposed against the Consultant, in accordance with the terms of the Contract, State Laws, governing ordinances or regulations, the total amount thereof may be withheld from any monies due or to become due the Consultant under the Contract; and when deducted, shall be deemed and taken as payment in such amount. Page 274 of 417 f. SCRUTINIZED COMPANIES TERMINATION: The County may immediately terminate the Contract without cause at any time upon ascertaining that pursuant to § 287.135, Florida Statutes, a company is ineligible to, and may not, bid on, submit a proposal for, or enter into or renew a contract with an agency or local government entity for goods or services if at the time of bidding or submitting a proposal for a new contract or renewal of an existing contract, or at any time thereafter, the company: (1) is on the Scrutinized Companies that Boycott Israel List, created pursuant to § 215.4725, Florida Statutes, or is engaged in a boycott of Israel; (2) is on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, created pursuant to § 215.473, Florida Statutes; or (3) is engaged in business operations in Cuba or Syria. Furthermore, the County may immediately terminate the Contract if it is determined that the company submitted a false certification stating that it was not (1) on the Scrutinized Companies that Boycott Israel List or engaged in a boycott of Israel; (2) was not on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List; (3) or was not engaged in business operations in Cuba or Syria when in fact the company was engaged in such activities at the time of the bid or proposal, or at the time of entering into or renewing the Contract. IN WITNESS WHEREOF, the parties hereto have executed this Amendment effective the date first written above. ATTEST: DEPUTY CLERK WITNESSES: (1) (2) BOARD OF COUNTY COMMISSIONERS ST. LUCIE COUNTY, FLORIDA BY: CHAIR APPROVED AS TO FORM AND CORRECTNESS: COUNTY ATTORNEY STEPHEN COOPER, P.E. & ASSOCIATES, INC. BY: PRINT NAME: Page 275 of 417 EM STEPHEN COOPER, P.E. & ASSOCIATES, INC. —CONSULTING ENGINEER~ • CIVIL ENGINEERING • SITE PLANNING • ENVIRONMENTAL PERMITTING 7450 S. Federal Highway• Port St. Lucie, FL 34952 Phone: 772-336-2933 • Fax: 772-336-2940 FLORIDA CERTIFICATE OF AUTHORIZATION No. 00008856 Continuing Services Contract -St. Lucie County DATE: November 12, 2019 WORK Authorization #: PROJECT NAME: St. Lucie County Lakewood Regional Park Proposed Public Potable Water Extension Additional Services CONSULTANT: Stephen Cooper, P.E. & Associates, Inc. Project Description/Objectives: Upon completion of the preliminary investigation and route alternative, the St. Lucie County Park s and Recreation Department and the St. Lucie County Utility Department have teamed to construct the original plan developed under the initial agreement. These plans have been previously developed and permitted by St. Lucie County Engineering, St. Lucie County Utilities Department and Florida Department of Environmental Protection (FDEP).. In order to provide fire protection, as proposed in the amended route (now abandoned), the existing permitted plan shall be amended to include a single fire hydrant to be located in between the concession stand and the pool facility, which includes approximately 800' of additional water main. Additional surveying and design work will be necessary. Finally, we propose to conduct post design services including, as requested, bidding assistance addressing potential bidders questions (RFI), conducting a pre -construction meeting(s), site construction observation, shop drawing review, status meetings, testing observation and the required final certification and clearance from FDEP to place the potable service to the park into service. The estimate of fees for this task is based on the minimum estimated time and expense to complete this task. The selected contractor's ways and means to construct the subject water main extension are not known and depending on the quality of work and our acceptance, could cause the time and expense estimate to be exceeded or alternately lowered. Please refer to the following Exhibits included as attachments to this agreement: Exhibit A: Scope of Services, Exhibit B: Fee Schedule, Exhibit C: Project Schedule Page 276 of 417 Exhibit A: Scope of Services: To accomplish the above objectives, the services will be divided into the following tasks: Task 1.8 Preliminary Investigation. Route/Topographic Survey Task 1.8.1: Engineer shall secure the services of a licensed Surveyor and Mapper to complete the needed additional 800' +/- route survey (see attached proposal from Northstar Geomatics). Task 2. Design (Plan Preparation) Task 2.4: Engineer shall amend the existing/permitted plans set to include a 800' +/- 8" water main extension into the park to support a proposed single fire hydrant assembly to be placed approximately half way between the existing concession and pool facility. Engineer shall prepare construction plans and technical specifications for construction of the subject new 8" water main extension. Plans shall be submitted for review at 90 and 100% increments. Each submittal shall include a detailed estimate of construction quantities and an Engineer's Opinion of Probable Cost. Fees charged for the completed plans shall be per the "not to exceed" hourly estimate. Incremental charges at each submittal shall be based on hours expended to achieve that milestone, but shall not exceed said percentage of total estimated fees. Included in this task are coordination and review meetings with County staff at each milestone. Task 2 Deliverables: Amended Construction plans submitted at 90 and 100% completion. Each of these submittals shall include a detailed estimate of quantities and Engineer's Opinion of Probable Cost and (2) sets of drawings at 11" x 17" and a scalable copy of the control sheet at 24" x 36". In addition to the hard copies at time of delivery an electronic pdf file of all drawings sheets; and an electronic copy of the drawings in AutoCad to include layouts suitable for reproduction shall be delivered on a disk, 100% drawings shall be submitted signed and sealed. Task 3. Permitting and Coordination Task 3.3 Engineer shall obtain the required amended construction plans approval from SLC Engineering and SLCUD. Task 3.3 Deliverables: Completed applications, as deemed required, and submittal for the required SLC Engineering and SLCUD construction approval. Page 277 of 417 Task 3.4 Engineer shall prepare for signatures, the required FDEP water main extension General Permit applications to secure all necessary permits for construction of the planned water main extension amendment. Task 3.4 Deliverable: An application to FDEP, prepared for County's signature as Applicant, for the authorization of the water main extension; along with the supporting technical information necessary to complete the application. Task 3.6 Engineer shall provide 90% review level drawings to utility companies identified through Call Sunshine (811) for mark-ups of existing utility facilities within the work area, as discovered in Task 3.1. Any comments provided by these utilities shall be incorporated in the 100% level construction plans. Task 3.6 Deliverable: Evidence of Utility Coordination and incorporation of the provided utility facilities into the 100% complete plan set. TASK 4 Construction Administration Task 4.0 Engineering shall provide construction services to include bid assistance, responses to Contractor RAI, Shop Drawing Review, Pre -Construction coordination and meetings, Periodic Construction Observation, Testing scheduling and attendance, Pay Request review, Final As -Built Review (As -Built provided by the County), Final Certifications needed for water mina clearance from FDEP and any other construction related task SLC requests. Page 278 of 417 Exhibit B: Fee Schedule: Task 1. Preliminary Investigation, Route Alternatives and Preliminary Cost Estimate. Task 1.8 Additional Route/Topographic Survey. Task 1.8.1: Special Purpose Route and Topographic Survey: Hourly (Not to Exceed) Estimate: $ 3,470.00 Northstar Geomatics, Inc. (See Attached Proposal) _ $ 3,190.00 SCPE Surveyor Coordination; P.E. - 2 Hours @ $ 140 = $ 280.00 Task 2. Design (Plan Preparation) Task 2.3: Preparation of Construction Drawings and Specifications. Hourly (Not to Exceed) Estimate: $ 5,050.00 SCPE Plan Prep; P.E.; 20 Hours @ $ 140= $ 2,800.00 SCPE Plan Prep; E.T.; 25 Hours @ $ 90= $ 2,250.00 Task 3. Permitting and Coordination Task 3.3: SLC Engineering/SLCUD Coordination Hourly (Not to Exceed) Estimate: $ 1,300.00 SCPE Coordination; P.E. - 8 Hours @ $140 = $ 1,120.00 SCPE Coordination; E.T. - 2 Hours @ $ 90 = $ 180.00 Task 3.4: FDEP Permitting and Coordination Hourly (Not to Exceed) Estimate: $ 1,120.00 SCPE FDEP Permit Support; P.E. - 8 Hours @ $ 140 = $ 1,120.00 Task 3.6: Utility Coordination Hourly (Not to Exceed) Estimate: $ 1,200.00 SCPE Coordination; P.E. - 6 Hours @ $140 = $ 840.00 SCPE Plans Support; E.T. - 4 Hours @ $ 90 = $ 360.00 Page 279 of 417 TASK 4 Construction Administration Task 4.1: Post Design Services Hourly (Not to Exceed) Estimate: P.E. - 240 Hours @ $140 = $ 33,600.00 E.T. - 30 Hours @ $ 90 = $ 2,700.00 Total Engineering Fees Tasks 1-4: $ 48,440.00 Exhibit C: Project Schedule Task 1 $ 36,300.00 Task 1 deliverables to be provided 6 weeks from receipt of the initial Notice to Proceed. Task 2 Task 2 - 90% deliverables to be provided 9 weeks from receipt of the initial Notice to Proceed Task 2 - 100% deliverables to be provided 2 weeks from receipt of County 90% plans comments and notice to proceed to 100% construction plans. Task 3 Task 3.4, FDEP permitting and Task 3.6 Utility Coordination (concurrent with Task 2 - 90% and 100% construction plans deliverables). Page 280 of 417 r Google Earth @2018 Google I La KI wood Park Reg ions I Park I mop 1, —mole pawv-�4ve— P6 Paai-fiel F �o LUCE Q AGENDA REQUEST TO: Board of County Commissioners PRESENTED BY SUBMITTED BY: �% ".1X4fl BACKGROUND: Kristopher Mccrain, Associate Planner Planning & Development Services 10. D.1. RES-2020-131 REGULAR AGENDA - PLANNING & DEVELOPMENT SERVICES DATE: 6/16/2020 *RESOLUTION ITEM - SITE PLAN MODIFICATION QUASI-JUDICIAL ITEM? NO Orchid Island Juice Company Expansion - Major Adjustment to Major Site Plan The applicant, Orchid Island Juice Company, and representative, Stef Matthes, P.E of Culpepper & Terpening, Inc., are requesting a Major Adjustment to Major Site Plan to develop an additional 76,700 square feet of manufacturing space and office space. Orchid Island Juice Company (AKA Natalie's Orange Juice), a St. Lucie County Targeted Industry, purchased the existing 55,500 square foot facility in 2018, completing a commercial renovation to install storage coolers, insulation, and refrigeration equipment. In addition, they installed two (2) concrete slabs to support production equipment before receiving a Zoning Compliance for the new warehouse and distribution center PREVIOUS ACTION: On March 22, 1988, the Board of County Commissioners approved a Major Site Plan, authorizing 87,500 square foot structure, including 55,500 square feet of warehouse, 2,000 square feet of office, and 30,000 square feet of manufacturing area. An approximately 55,500 square foot building was completed. the remaining 32,00 square feet of approved space was not built. FINANCIAL IMPACT: N/A RECOMMENDATION: Staff recommends Board approval of the requested major adjustment to the existing site plan subject to the conditions of approval and authorize the Chair to sign documents as approved by the County Attorney. Page 282 of 417 COMMISSION ACTION: RESULT: MOVER: None SECONDER: None AYES: None NAYS: None EXCUSED: None Coordination/Signatures Date: June 03, 2020 Benjamin Balcer, Planning & Development Services Assistant Director Date: June 04, 2020 Leslie Olson, Planning & Development Services Director Date: June 04, 2020 Daniel McIntyre, County Attorney Date: June 05, 2020 Mark Satterlee, Deputy County Administrator Page 283 of 417 BOARD OF COUNTY COMMISSIONERS Meeting Date: Tuesday June 16, 2020 Applicant Orchid Island Juice Company 330 N US Highway 1 Fort Pierce, FL 34950 Agent Stef Matthes, PE Culpeper & Terpening, Inc. 2980 South 25th Street Fort Pierce, FL 34981 Future Land Use IND, Industrial Zoning District IL, Industrial, Light Request A Major Adjustment to a Major Site Plan to expand the Orchid Island Juice Company (FKA Colonial Engineering) manufacturing facility. Sta Kristopher McCrain Associate Planner McCrainK@stlucieco.org (772) 462-1265 File Number SPMj-3202025712 Staff Recommendation Approval with Conditions _I Mm9flE Q -a * k Orchid Island Juice Company Expansion -- TAkGEiC❑ Major Adjustment to Major Site Plan 1650 DiGiorgio Road —Fort Pierce, FL Proiect Description The applicant is proposing a Major Site Plan Adjustment to expand the Orchid Island Juice Company (FKA Colonial Engi- neering) manufacturing facility by 76,700 square feet. The proposed expansion will occur over two (2) phases. The first phase includes 39,500 square feet of manufacturing space, with associated staging and loading areas. The second phase includes the construction of 37,200 square feet of manufacturing and office space. Orchid Island Juice Company (AKA Na- talie's OIJC), a St. Lucie County Targeted Industry, purchased the existing 55,500 square foot facility in 2018, completing a commercial renovation to install storage coolers, insulation, and refrigeration equipment. The subject property is zoned IL (Industrial Light) which is compatible with the IND (Industrial) Future Land Use. Fort Pierce Utilities Authority will provide water and wastewater service for the project. Electrical services are provided by Florida Power & Light. Staff Recommendation Staff recommends approval of the Major Adjustment to Major Site Plan subject to the conditions in the Resolution 2020-131. Page 284 of 417 Planning and Development Services Department TOO L oid It C06ty Commissioners MEMORANDUM THROUGH: Leslie Olson, AICP, Director Benjamin Balcer, Assistant Planning Director FROM: Kristopher McCrain, Associate Planner DATE: June 3, 2020 SUBJECT: Orchid Island Juice Company Major Adjustment to Major Site Plan (SPMj-3202025712) -- INDUSTRY The applicant is requesting a Major Adjustment to the Major Site Plan for the Orchid Island Juice Company (DiGiorgio Road Plant). The site currently features 34,218 ft2 of manufacturing space and 21,250 ft2 of refrigerated warehouse space for a total of 55,468 W. The amendment to the site plan includes the following: Phase Square Footage Building(s)/Improvements/Use 55,468 ft2 Manufacturing Existing o 34,218 ft2 Refrigerator Warehouse o 21,250 ft2 Vested 32,000 ft2 Office Space Manufacturing Phase Two Manufacturing Building Expansion Proposed Phase One o 37,200 ft2 Administrative Office Expansion o 39,500 ft2 -32,000 ft2 Staging & Loading Areas (Previously Product Containment Tanks Approved) Dry Retention Expansion Orchid Island Juice Company Total 132,168 sq. ft. Expansion GENERAL INFORMARION: Property Owners Orchid Island Juice Company & Applicant: 330 N US Highway 1 Fort Pierce, FL 34950 Agent of Record: Location: Parcel ID Number(s): Parcel Size: Future Land Use: Zoning District: Culpepper & Terpening, Inc. Stef Matthes, PE 2980 South 25t' Street Fort Pierce, FL 34981 1650 DiGiorgio Road Fort Pierce, FL 34981 2428-132-0010-000-9 11.80-acres IND (Industrial) IL (Industrial, Light) ST. LUCIE Page 285 of 417 Project Name: Orchid Island Juice Company Expansion File No.: SPMj-3202025712 Maximum Building Height: 50 Feet Proposed Building Height: 35.5 Feet Utility Service: Water and wastewater service provided by the Fort Pierce Utility Authority (FPUA). Electric services provided by Florida Power & Light (FP&L) Fire/EMS Protection: Station #6 — White City (350 Midway Road) is located approximately 3.4 miles north to the southeast. Transportation Impacts: 301 Average Daily Trips, of which 6 are AM Peak Hour Trips, and 21 are PM Peak Hour Trips. Type of Concurrency Document Required: Certificate of Capacity Aeriai lvia Orchid Island Juice Company SPMj - 3202025712 Aerial N f U7 V) ' JACOBS RD o ONE TER ' . u Q If Fr ' W y - h DIGIQRGIO RD 43 �. NORTIi�pARKDR .� . Subject Parcel 0 250 500 750 1,000 Nn 0 City of Fort Pierce Feet Aerial dale: 2018 A Map prepared on June 1, 2020 BACKGROUND: In 1988, Colonial Engineering, a previous occupant of the site, received approval for a site plan prepared by Culpepper & Terpening, Inc. for an 87,500 ft2 structure including a 55,500 ft2 warehouse, 2,000 ft2 office, and 30,000 ft2 manufacturing area. An approximately 55,500 ft2 building was completed in 1989. The remaining ST. LUCIE 2 Page 286 of 417 Project Name: Orchid Island Juice Company Expansion File No.: SPMj-3202025712 32,000 ft2 of approved space was not built. In August 2018, (Natalies) Orchid Island Juice Company purchased the facility and completed a commercial renovation to install storage coolers, insulation, and refrigeration equipment. Additionally, two (2) concrete slabs were installed to support the production equipment before receiving a Zoning Compliance for the new warehouse and distribution center. Natalie's Orchid Island Juice Company launched in 1989, expanding into their 76,000 ft2 downtown Fort Pierce facility in 1996. In 1999, Natalie's acquired a 39,000 sq. ft. cold storage distribution warehouse at 801 Edwards Road, approximately one -mile from the subject site. Natalie's continues to expand their juice and product offerings with distribution to over 32 states & 50 countries, with over 175 team members throughout the Country. This expansion provides continued capacity to grow their Targeted Industry operations and workforce in St. Lucie STANDARDS FOR SITE PLAN REVIEW AS SET FORTH IN SECTION 11.02.07 OF THE ST. LUCIE COUNTY LAND DEVELOPMENT CODE The St. Lucie County Land Development Code (LDC) Section 11.02.07 establishes the Standards for Review for Site Plans. Approval shall be granted only if the applicant demonstrates the following: A. Consistency with Local Ordinances and Comprehensive Plan The proposed Major Adjustment is consistent with the general purpose and standards of the LDC and the St. Lucie County Comprehensive Plan Goals, Objectives, and Policies. Land Development Code: The subject property is zoned Industrial, Light (IL), which is consistent with the Industrial (IND) Future Land Use Designation. Pursuant to LDC Section 3.01.03(T), manufacturing and industrial services uses are permitted within the Industrial, Light Zoning District. The site is currently served by seventy-six (76) vehicular parking spaces (of which six (6) are ADA accessible). The Major Adjustment to the Site Plan will provide for an additional fifty-nine (59) standard parking stalls and thirty-two (32) tractor -trailer parking stalls. The proposal also includes an updated landscape plan, improved on -site drainage, and utility connections. Comprehensive Plan: The Adjustment will provide new employment opportunity, increase future ad -valorem tax revenue, expand local manufacturing, and export activities, within a Targeted Industry category. The expansion offers capital investment, new employment, and support of the following Comprehensive Plan objectives and corresponding policies: Objective 1.1.11: St. Lucie County shall continue to work with the interested groups and agencies to increase and broaden the County's economic base while expanding existing business and industrial opportunities. Policy 1.1.11.1 - St. Lucie County shall actively assist to the maximum extent practical in the recruitment of clean high growth industrial activities and maintain an expedited permitting process for bona fide economic development projects, especially those within the Targeted Industry List. Objective 1.1.13: Economic Sustainability. To enhance the quality of life of St. Lucie County and promote a sound and resilient local economy, St. Lucie County shall continue to work with the interested groups and agencies to increase and broaden the County's economic base while expanding existing business and industrial opportunities ST. LUCIE' �0 r\s Page 287 of 417 Project Name: Orchid Island Juice Company Expansion File No.: SPMj-3202025712 Policy 1.1.13.1 - St. Lucie County shall actively assist to the maximum extent practical in the recruitment of clean high growth industrial activities and maintain an expedited permitting process for bona fide economic development projects, especially those within the Targeted Industry List, and for development projects located within the Foreign Trade Zone. Policy 1.1.13.6 — The County shall support the expansion and recruitment of specialized and/or export -oriented manufacturing industries, which provide higher wage employment opportunities and encourage the development of `secondary' product sector industry and employment. Objective 10.1.1: Develop and implement activities designed to improve the overall prosperity of St. Lucie County and its residents. Policy 10.1.1.2 - Encourage redevelopment projects and business expansions that will promote economic development opportunities. Policy 10.1.1.4 - Place a high priority on infill projects that are consistent with the smart growth policies of St. Lucie County. Policy 10.1.1.6 - Continue to encourage the development of high wage, high skill, long-term job creation in the County. This project will provide business and employment growth for high wage, high skill, and long-term job creation in the County. Objective 10.2.1: Support efforts to diversify St. Lucie County's economy and to make the county an effective competitor. Policy 10.2.1.2 - Recruit businesses from the target industry sectors that will provide year- round employment opportunities. Policy 10.Z1.3 - Identify locations for and encourage development of economic clusters for business and industry that would benefit from being located near related industries in the area as well as for other desired contributory business users with the potential for significant employment. The proposed development will expand employment opportunities, increase ad -valorem tax revenue, and expand local manufacturing and export activities within a Targeted Industry category. The project is consistent with local Ordinances and the County's Comprehensive Plan. B. Effect on Nearby Properties The proposed Major Adjustment will not have an undue adverse effect upon nearby properties, the character of the neighborhood, traffic conditions, parking, utility facilities, and other matters affecting the public health, safety, and general welfare. The development is consistent with adjacent uses and designed to integrate with the surrounding area. The residential properties located to the west of the subject site will be separated by dry retention, open space, landscape buffering, and the possible wall if a wall waiver is not secured. The vehicular access, truck routing, and on -site activities are oriented away from this area and should not have any adverse impacts on future development of the St. Lucie County School District site. Adjacent Zoning & Future Land Uses: Location I Zoning District I Future Land Use I Existing Land Use ST. LUCIE 4 Page 288 of 417 Project Name: Orchid Island Juice Company Expansion File No.: SPMj-3202025712 Subject Property IL (Industrial, Light) IND (Industrial) Orchid Island Juice Company (DiGiorgio Road Right -of -Way And Vacant North R-2 (Single -Family) RL (Low Density Residential) St. Lucie County School District (City of Fort Pierce) (City of Fort Pierce) Property — Former Ft. Pierce Central High -School (City of Fort Pierce Adjacent Parcels South IL (Industrial, Light) IND (Industrial) NAG Properties LLC (City of Fort Pierce) East IL (Industrial, Light) IND (Industrial) Silver -Line Plastics Corp West RM-9 (Residential, Multi- RM (Residential, Single -Family Dwelling Family- 5du/ac) Medium) Access: The site is accessed through the existing two-way driveway at the western terminus of DiGiorgio Road. No additional points of access are being proposed with this Adjustment. C. Adequacy of Public Facilities The proposed Major Adjustment will not have an adverse effect upon adequacy of public facilities. Utilities: Adequate capacity exists to serve the facility. The subject site is located within the County's Urban Service Boundary (USB). Water and wastewater services are being expanded by the Fort Pierce Utility Authority (FPUA) to serve the project and surrounding area. This project was a catalyst in the Economic Development Council of St. Lucie County and FPUA's $2 million grant award from the Florida Development of Economic Opportunity to assist water and sewer service extension within this industrial district, including the subject site. Electrical service is provided by Florida Power & Light. The project expands services to support the proposed development. Traffic: A Traffic Impact Study was submitted by Culpepper & Terpening, Inc. and has been reviewed by Kimley- Horn and Associates, Inc. The expansion is anticipated to generate an additional 301 Average Daily Trips, of which 6 are AM Peak Hour Trips, and 21 are PM Peak Hour trips. Access will be maintained via a two-way full access drives on DiGiorgio Road. D. Adequacy of Fire Protection The St. Lucie County Fire District has reviewed and accepted on the proposed Adjustment. Emergency services will be provided by the St. Lucie County Sheriff's Department and the St. Lucie County Fire District. The nearest Fire Station (Station #6 — White City) is located at 350 Midwy Road, approximately 3.4 miles southeast of the subject property. E. Adequacy of School Facilities ST. LUCIE Page 289 of 417 Project Name: Orchid Island Juice Company Expansion File No.: SPMj-3202025712 The St. Lucie County School Distrrict has reviewed proposed non-residential project and determined it will not create an additional demand on public school facilities. F. Environmental Impact Background: The applicant is proposing to expand the existing Orchid Island Juice Company on the subject site to add an additional 76,000 square feet, resulting in a total of 132,168 square feet of production and support area and required parking, landscaping, and stormwater improvements. The 11.89-acre site is located at 1650 DiGiorgio Rd. in Fort Pierce. Findings: An Environmental Impact Report prepared by Hobe Sound Environmental Consultants, Inc. was provided and found to be consistent with LDC 11.02.09.A.5. The subject site is primarily comprised of developed commercial/distribution services, constituting 7.24-acres, with the following undeveloped area classifications: 1.32-acres exotic uplands, 0.73-acres disturbed uplands, 0.23-acres exotic wetland hardwoods, 1.10-acres palmetto prairies, and 1.21-acres of other surface waters. The proposed project will impact the 0.23-acre exotic hardwood wetland, which is dominated by invasive vegetation including melaleuca and strawberry guava, and native dahoon holly and swamp fern. The subject wetland has been determined by South Florida Water Management District to be isolated and less than 0.5- acre, therefore no mitigation is required. This wetland is considered a Category III wetland per the St. Lucie County Comprehensive Plan Policy 6.1.14.1. The subject wetland is considered poor quality with extensive invasive vegetative coverage and poor hydrology. Additionally, the wetland is centrally located in the proposed expansion area, making avoidance of impacts unfeasible. As such, the Environmental Resources Director has reviewed the proposed impacts and granted an administrative Category III wetland waiver in accordance with Comprehensive Plan Policy 6.1.14.4. The site contains marginal habitat for gopher tortoises and preliminary surveys located four (4) potentially occupied burrows onsite. Prior to initiation of any clearing activities, an updated survey and relocation permit from Florida Fish and Wildlife Conservation Commission shall be provided for any burrows located within 25 ft. of proposed construction. No other listed species were found to be present onsite. The proposed project will impact 480 inches diameter at breast height (DBH) of native canopy trees meeting the minimum mitigation thresholds outlined in LDC 6.00.05.D, resulting in a total of 960 inches DBH of required mitigation (480 total inches DBH to be impacted at the required 2:1 mitigation ratio). Mitigation for these impacts has been provided via onsite preservation of 346 inches DBH of native canopy trees and additional onsite planting of 268 inches DBH of native canopy trees above and beyond the minimum landscaping requirements. A landscape plan prepared by Greg Boggs (revision date 5/27/20) was reviewed and approved by ERD to be consistent with the requirements of Land Development Code 7.09.00. Recommendation: Staff has no objection to the proposed Major Site Plan with the conditions outlined below. STAFF RECOMMENDATION: Staff has reviewed the application for a Major Adjustment to the approved Site Plan and determined that with the proposed conditions of approval, the application is consistent with the goals, objectives, and policies of the St. Lucie County Comprehensive Plan and has satisfied the standards of review for site plans in St. Lucie County Land Development Code Section 11.02.07. Staff recommends approval of the Major Adjustment to Major Site Plan with the following conditions: Prior to issuance of a Certificate of Occupancy, all Category I listed invasive plants shall be eradicated from the site. ST. LUCIE Page 290 of 417 Project Name: Orchid Island Juice Company Expansion File No.: SPMj-3202025712 2. Prior to issuance of a vegetation removal permit or exemption, a 100 percent survey per Florida Fish and Wildlife Conservation Commission protocol for gopher tortoises shall be provided. If any construction activities are proposed within 25 ft. of any gopher tortoise burrows onsite. ST. LUCIE Page 291 of 417 RESOLUTION 2020-131 File Number: SPMj - 3202025712 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF ST. LUCIE COUNTY GRANTING A MAJOR ADJUSTMENT TO A MAJOR SITE PLAN APPROVAL FOR ORCHID ISLAND JUICE COMPANY EXPANSION (FKA COLONIAL ENGINEERING) ON APPROXIMATELY 11.80 ACRES OF PROPERTY LOCATED GENERALLY AT 1650 DIGIORGIO ROAD IN ST. LUCIE COUNTY, FL. WHEREAS, the Board of County Commissioners of St. Lucie County, Florida, based on the testimony and evidence, including but not limited to the staff report, has made the following determinations: 1. Orchid Island Juice Company, represented by Culpepper and Terpening, Inc., presented a petition for a Major Adjustment to a previously approved Major Site Plan known as Colonial Engineering to add 44,700 square feet of manufacturing and office space to the existing site. The expansion represents an 132,168 square foot build -out with associated staging and loading areas on the site located at 1650 DiGiorgio Road in the IL (Industrial, Light) zoning district on approximately 11.80 acres of land as described in Part "A". 2. On March 22, 1988, the Board of County Commissioners approved a Major Site Plan for Colonial Engineering to construct an 87,500 square foot warehousing and manufacturing plant. The applicant constructed approximately 55,500 square feet of the approved Colonial Engineering site plan. 3. On June 16, 2020, this Board of County Commissioners held a public meeting on this petition. 4. The St. Lucie County Development Review Committee has reviewed the Major Adjustment to the Major Site Plan, as depicted on Exhibit "C", for the project and found it to meet all technical requirements and to be consistent with the Future Land Use Map of the St. Lucie County Comprehensive Plan, subject to the conditions set forth in Part "B" of this Resolution. 5. The proposed project is consistent with the general purpose, goals, objectives, and standards of the St. Lucie County Land Development Code, the St. Lucie County Comprehensive Plan, and the Code of Ordinances of St. Lucie County. 6. The proposed project will not have an undue adverse effect on adjacent property, the character of the neighborhood, traffic conditions, parking, utility facilities, or other matters affecting the public health, safety, and general welfare. June 16, 2020 Resolution No. 2020-131 Page 1 File No.: SPMj - 3202025712 Page 292 of 417 7. All reasonable steps have been taken to minimize any adverse effect of the proposed project on the immediate vicinity through building design, site design, landscaping, and screening. 8. The proposed project will be constructed, arranged, and operated so as not to interfere with the development and use of neighboring property, in accordance with applicable district regulations. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of St. Lucie County, Florida: A. The property on which the Major Adjustment to Major Site Plan is being granted is described as follows: LEGAL DESCRIPTION FROM THE CENTER OF SECTION 28, TOWNSHIP 35 SOUTH, RANGE 40 EAST, RUN NORTH 0 DEGREES 02' 30" WEST ALONG THE 1/ 4 SECTION LINE 37 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ON THE SAME LINE 717.80 FEET TO THE SOUTH LINE OF F.E.C. RWY. LAKE HARBOR LINE; THENCE FOLLOWING SAID SOUTH LINE RW, RUN NORTH 69 DEGREES 24' 30" EAST 859.50 FEET TO A POINT ON A CURVE; THENCE RUN SOUTHWESTERLY ALONG A CURVE CONCAVE TO THE SOUTH AND HAVING A RADIUS OF 472.20 FEET SUBTENDED BY A CENTRAL ANGLE OF 50 DEGREES 36' FOR A DISTANCE OF 416.25 FEET; THENCE RUN SOUTH 0 DEGREES 02'30" WEST 677.30 FEET TO A POINT ON THE NORTH LINE OF A CANAL RIGHT OF WAY; THENCE RUN NORTH 88 DEGREES 00' 30" WEST ON SAID R.O. W. LINE 37 FEET NORTH OF AND PARALLEL TO THE QUARTER SECTION LINE FOR A DISTANCE OF 630.87 FEET TO THE POINT OF BEGINNING, LESS AND EXCEPTING THEREFROM THE EASTERLY 32. FEET; THE WEST LINE OF SAID EASTERLY 32 FEET BEING A LINE 25 FEET WEST OF, AS MEASURED AT RIGHT ANGLES TO, AND PARALLEL TO THE FLORIDA EAST COAST RAILWAY SPUR LINE TRACT TO THE TREESWEET PLANT. CONTAINING 11.80 ACRES OF LAND, MORE OR LESS. PARCEL IDENTIFICATION NUMBER: 2428-132-0010-000-9 B. Pursuant to Section 11.02.04 of the St. Lucie County Land Development Code, the proposed Major Adjustment to the existing Major Site Plan project to be known as Orchid Island Juice Company (AKA Natalie's OJ) (FKA Colonial Engineering), as depicted in Exhibit "C", is hereby approved as shown on the site plan drawings for the project prepared by Culpepper & Terpening, Inc., dated May 11, 2020 and date stamped received by the St. Lucie County Planning & Development Services Department on May 12, 2020, subject to the following conditions: June 16, 2020 Resolution No. 2020-131 Page 2 File No.: SPMj - 3202025712 Page 293 of 417 1. Prior to issuance of a Certificate of Occupancy, all Category I listed invasive plants shall be eradicated from the site. 2. Prior to issuance of a vegetation removal permit or exemption, a 100 percent survey per Florida Fish and Wildlife Conservation Commission protocol for gopher tortoises shall be provided. If any construction activities are proposed within 25 ft. of any gopher tortoise burrows onsite. C. The approvals and authorizations granted by this Resolution shall expire on June 16. 2022 unless a building permit is secured or a site plan extension is granted in accordance with Section 11.02.06(B)(2), St. Lucie County Land Development Code. D. The developer is advised as part of this Major Adjustment approval that the property owner(s), developer, etc. including any successors in interest, shall obtain all applicable development permits and construction authorizations from the appropriate State and Federal and local regulatory agencies including, but not limited to, the United States Army Corps of Engineers, the Florida Department of Environmental Protection, Florida Department of Transportation, South Florida Water Management District, and the St. Lucie County Environmental Resources, Public Works, and Building Departments prior to the commencement of any development activities on the property described in Part A. Issuance of this permit by the County does not in any way create any rights on the part of the developer to obtain a permit from a state or federal agency and does not create any liability on the part of the County for issuance of this permit if the developer fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertake actions that may result in a violation of state or federal law. E. The conditions set forth in Part "B" are an integral non -severable part of the site plan approval granted by this Resolution. If any condition set forth in Part "B" is determined to be invalid or unenforceable for any reason and the developer declines to comply voluntarily with that condition, the site plan approval granted by this resolution shall become null and void. F. A Certificate of Capacity, a copy of which is attached hereto as Exhibit "B" and made a part hereof the Resolution, was granted by the Planning & Development Services Department Director on June 16, 2020. G. A recorded copy of this Resolution shall be attached to the site plan drawings described in Part "B", which plan shall be placed on file with the St. Lucie County Planning & Development Services Department Director. H. This Order shall become effective upon the date indicated below. An appeal from the Board of County Commissioners' action may be processed within thirty (30) days in accordance with Section 11.11.02.F, of the St. Lucie County Land Development Code. June 16, 2020 Resolution No. 2020-131 Page 3 File No.: SPMj - 3202025712 Page 294 of 417 I. This Resolution shall be recorded in the Public Records. J. ADOPTION After motion and second, the vote on this resolution was as follows: Chair Cathy Townsend XXX Vice -Chair Chris Dzadovsky XXX 1 •uu •2- 1 �1 LVAf[ OMMI 33:1 Commissioner Linda Bartz XXX Commissioner Frannie Hutchinson XXX PASSED AND DULY ADOPTED this 16th day of June, 2020. ATTEST: DEPUTY CLERK June 16, 2020 Page 4 BOARD OF COUNTY COMMISSIONERS ST. LUCIE COUNTY, FLORIDA L1.0 CHAIR APPROVED AS TO FORM AND CORRECTNESS: COUNTY ATTORNEY Resolution No. 2020-131 File No.: SPMj - 3202025712 Page 295 of 417 EXHIBIT "A" (Location Map) r y Orchid Island Juice C a 4�F r �F �m Company ��I 6i�E'i$I��_�� �;r r (FKA Colonial Engineering) SPMj-3202025712 UL T i i i iTFI- ml ,fin Edwards Rd l t C Subject R+�°isa`K Parcel iil m � ■ �1■■ = , ■ 1w .■n. 1 u, Ili June 16, 2020 Page 5 Resolution No. 2020-131 File No.: SPMj - 3202025712 Page 296 of 417 EXHIBIT "B" (Certificate of Capacity) June 16, 2020 Page 6 Resolution No. 2020-131 File No.: SPMj - 3202025712 Page 297 of 417 EXHIBIT "C" Approved bite Tian s; to F II Pa €III—___ — ' �j yyg� pyy� 3q� � yyq� I ii..�w.. ................. F III'y$III'lll'lll'llll" I a K 3 c1� �F CTq-000 E g Ea ii' pg ��� m � li �� ems$ � � I �-,-,-,-,-,-,•,•,•,•.•. \ ens ^ ............ i 9i I } s9 i gZ�p E f�B 3 �! � ca�E �a 3 �. � � � � �r:'`�`�`�`�`�'�'�'�'•'�:�tl �� !' € �I � �'!' s��� �f eE�� r �� � � I' � f ! 9f g li g� S 3�� i x § � � s E � - i Hi § 3f g fwsEress E€€sssE. s s5 � e e idi F a� � f June 16, 2020 Page 7 Resolution No. 2020-131 File No.: SPMj - 3202025712 Page 298 of 417 Orchid Island Juice Company (Map Sets) Location Map Juarnita Ave Canal) Angle Rd vGapS'e a Avenue l) ;GaVS Orange Ave fr m Y V� L a 7 Virginia Ave `f° Y m Subject Parcel Rd c Edwards e Roadze e ¢ -3 O � W Midway Roaddst Midi Rd Midway Rd v, a �Q- a cn T ,a Go ck� Bayshore � Blvd Flonesta 4 Ad Map r I ' � Orchid Island Juice Company 7 (FKAColonial Engineering) SPMj-3202025712 � L ■ I �IIIII J'�L II�L --- � I Ifs i l- Tom, J FL r Page 299 of 417 Aerial Map Orchid Island Juice Company SPMj - 3202025712 Aerial N 9IY IVt r W KEYSTTERR di .ONE . �� ® Subject Parcel City of Fort Pierce Zoning Map N 0 250 500 750 1,000 n Feet Aerial data: 2018 N Map prepared on June 1, 2020 Orchid Island Juice Company Zoning RS-4 RS-4-?-RS- i R3 4 H LL J IL B:4RBA_RA V AVE RS=4 RSA z AR=1 _ RS-4 RS-4 RSA ; w c =;z RM-11 RF RS-_4 a w O KAU R:oR RM-5 RS=4 RS_4 0' I ua JACOSS.Ri iKEI STONE TER y�IL IL RSA IL a) RM-11 I RM-9 z w RM-9 W RM-9 ARc1 7j OIGIORGI YRO 'AR NORTARK OR RM-11 1 IL RM-11 RM 11 RW9 RM 9 71R 1 0.1 RM.9' IL'f: ® Subject Parcel AR-1 Agricultural Residential - 1 ell RM-5- Residential Multi Family (5 dWac) _ I -Institutional RM-9 -Residential Multi Family (9 dufac) µ E City of Fort Pierce IL -Industrial Light RM-11 -Residential Multi Famlly(11 dulac) RF- Religous Facility RS-4 -Residential Single Family (4 dulac) urap t, zom Page 300 of 417 Future Land Use Ma Orchid Island Juice Company Future Land Use ' T!W RU RU m RU RU a J RU a JAC085 RD ° IND RU RU 0 IND s ROW IND z ROW ;t. ! RM w 2ui f. RM ROW n^� OIGIORGIO RD NORTH PARK DR ® RM F77771® ROW IND ® Subject Parcel FLU Code ?. City of Fort Pierce -.� tY COM -CommerciaRU U-Residential Urban (5 dulac) INC -Industrial ROW -Right of Way _ �a c RM -Residential Medium (9 dulac) snap prepares on rune 1, zozo Page 301 of 417 Planning & Development Services Department Planning Division 2300 Virginia Avenue, Ft. Pierce, FL 34982 Office: 772-462-2822 — Fax: 772-462-1581 http:/Iwww.stlucieco.org/planning/planning,htm DEVELOPMENT APPLICATION Prior to submittal, all applications require a pre -application conference. Please contact the Planning Division to schedule an appointment Submittal Type rcheck each that applies"! Site Plan 0 Major Site Plan 0 Minor Site Plan ® Major Adjustment to Major Site Plan 0 Major Adjustment to Minor Site Plan 0 Major Adjustment to PUD/PNRD/PMUD Minor Adjustment to Major Site Plan Minor Adjustment to Minor Site Plan Minor Adjustment to PUDIPNRDIPMUD Planned Development Planned Town or Village (PTV) 0 Planned Country Subdivision (PCS) 0 Planned Retail Workplace (PRW) 0 Prelim. Planned Unit Develop. (PUD) 0 Prelim. Planned Mixed Use Develop. (PMUD) 0 Prelim. Planned Non -Res. Develop. (PNRD) 0 Final Planned Unit Develop. (PUD) Final Planned Mixed Use Develop. (PMUD) Final Planned Non -Res. Develop. (PNRD) Conditional Use r,s Conditional Use 0 Major Adjustment to a Conditional Use [� Minor Adjustment to a Conditional Use Variance (2) 0 Administrative Variance 0 Variance Variance to Coastal Setback Line Planning 8 Developmern Services JUN 012OZO RECEIVED Rezoning (3) 0 Rezoning (straight rezoning) 0 Rezoning (includes PUD/PNRD/PMUD) Rezoning with Plan Amendment Comprehensive Plan Amendment f4s 0 Future Land Use Map Change 0 Comprehensive Plan Text Amendment Other 0 Administrative Relief Class A Mobile Home (s) 0 Developer Agreement (Submit per LDC 11.08.03) Power Generation Plants Extension to Development Order 0 Historical Designation/Change (6) 0 Land Development Code Text Amendment (7) 0 Plat 0 Post Development Order Change Re -Submittal # (8) Shoreline Variance Stewardships — Sending/Receiving Telecom Tower (Submit per LDC 7.10.23) 0 Transfer of Development Rights Waiver to LDC/Comp. Plan Requirements (s) 0 Appeal of Decision by Administrative Official (1o) Application Supplement Packages 1. Conditional Use 6. Historical Designation/Change 9. Appeal of Decision by Administrative Official 2. Variance 7. LDC Text Amendment 3. Rezoning 1 Zoning Atlas Amend. 8. Re- Submittal 10. Eminent Domain Waiver 4. Comp. Plan Amendments 9. Waiver to LDC/Comp. Plan Requirements 5. Class A Mobile Home Refer to Fee Schedule for applicable fees. All required materials must be included at the time of submittal along with the appropriate non-refundable fee(s). Page 1 of 6 Revised May 6, 2013 Page 302 of 417 FEE CALCULATION WORKSHEET SITE DEVELOPMENT PLANS — Planning Division Application Type: Major Adjustment to Existing Site Plan Supplemental Application Package No.: nla (Please provide separate fee calculation worksheet for each application type) ® BASE REVIEW FEE: $ 850 (A) ® CONCURRENCY FEE; $ 400 (B) P�Ormlr9 & Development ERD REVIEW FEE: $ 100 (C) Services® JUN 01 2020 ® UTILITIES: $ 150 VN PER ACREAGE CHARGE: $ (D) RECEIVED ❑ RESUBMITTAL FEE: (if applicable) $ (E) ❑ OTHER $ SUBTOTAL OF BASIC FEES: 1,500 ® PRE -APPLICATION MEETING FEE: (F) $ ( 250) deduction Receipt No. of Payment: nla Date of Pre App: 20.01.07 BALANCE OF FEES DUE: $ 1,250 SEPARATE CHECK FOR TRAFFIC IMPACT STUDY — Ordinance No. 06-047; amending Chapter 5.11.01 of the St. Lucie County Land Development Code $950.00 — Methodology Meeting (H) (If Applicable) Additional fees will be due if a 3rd party traffic study review is needed. These services will be invoiced to applicant upon receipt of quote of services from 3rd party. Please note: For all projects requiring public notice, you will be invoiced by St. Lucie County Planning Division. Refer to "Public Procedures". Other fees may be applicable by other external reviewing agencies; ie. Fire District and proof of payment will be required prior to project approval. Pre -Application Meeting Request 1149f A0 6t 0� Applicant Name (Printed) Signature of Applicant (For office use only) INTAKE REVIEWER - SIGNATURE DATE VERIFIED BY - SIGNATURE DATE File Number: Receipt Number: Page 2 of 6 Revised May 14, 2015 Page 303 of 417 Submittal Requirements The following checklist is provided as a reminder. Please see applicable code sections for more detailed submittal requirements. All Submittals MUST be in complete folded and collated sets. All applications must include the following: Application, completed in black ink, with property owner signature(s) and notary seal (1 original and 11 copies) Aerial Photograph —property outlined Planning & Development Services Property Deed Legal description, in MS Word format, of subject property * JUN 01 2020 Property Tax Map — property outlined RECEIVED Survey 2 CDs of all documents submitted - with files named according to the Required Naming List. (attached) Concurrency Deferral Affidavit; or, Description and analysis of the impact of the development on public facilities in accordance with the methodologies acceptable to the County (LDC Section 5.08.02). This will require a Transportation Assessment or a full Traffic Impact Report, if applicable. Site Plan and Planned Development Applications must also include: Site Plan 24"xW" at a scale of 1"=50' (12 copies- folded, not rolled) ® Boundary Survey — Signed and Sealed (12 originals) Topographic Survey — Signed and Sealed (12 originals) Landscape Plan — Signed and Sealed (12 originals) ® Traffic Impact Report (TIR) (4 copies) if: 0 50+ residential units o Development on N. or S. Hutchinson Island o Non-residential (see LDC Section 11.02.09(4)) Environmental Impact Report (4 copies) if: (See LDC Section 11.02.09(5)) o The property is ten acres or greater o The property, regardless of size, contains a wetland; o The property is identified on the "Native Habitat Inventory for SLC"; o The proposed development is located in whole, or part, within the One Hundred Year Flood Plain; o Development on N. or S. Hutchinson Island Development Order Extension Applications only require the following: 0 Letter of justification - submitted at least 2 weeks prior to expiration. (LDC 11.02.06) Updated Traffic Analysis if applicable (4 copies) Approved Resolution or GM Order Final Plats only require 2 CDs (follow specifications above) & 4 copies of the following: 0 Main Application and back up material Approved Site Plan and copy of approved Development Order Plat - Include extra copies of Plat for applicable conditions of approval Four (4) Original Mylars are due following final staff review. *Please note: Only a surveyor, attorney, or title agent is authorized to provide a legal description. The legal description provided on the property appraiser's website is not valid for our purposes. The legal description you provide us will be used in all future documentation. If it is incorrect. it will invalidate the results of anv hearina(sl. Page 3 of 6 Revised May 14, 2015 Page 304 of 417 Project Information: Project Name: Orchid Island Juce Co. (DiGiorgio Rd Plani Site Address: 1650 DiGiorgio Road, Ft. Pierce, Fla., 34981 Parcel ID Number(s): 2428-132-0010-000-9 xxxx-xxx-xxxx-xxxfx xxxx-xxx-xxxx•xxxI'x Planning & Development Services JUN 01 2OZO RECEIVED xxxx-xxx-xxxx-xxxlx xxxx •xxx-xxxx-xxxlx <xxx-xxx•xxxx-xxx/x Legal Description: (Attach additional sheets if necessary — also must be provided in MS Word format on CD) See attached. Property Location — Section/Township/Range: Acres: Future Land Use Designation: Zoning District: Description of Project: 28135S140E 11.83 Square Footage: IND (Industrial) IL - Industrial Light (proposed) nla To provide for the expansion and relocation of portions of the existing Orchid Island Juice Company, presently located in downtown Ft. Pierce. This expansion will provide for new juicing (citrus) capacity, along with added cold storage and shipping operations for the final finished products. The proposed amendment seeks to modify and add to the previously approved Mueller Plastics manufacturing facility (partly constructed), in southwest Ft. Pierce (Unincorporated). (Attach additional sheets if necessary) Commercial Total Square Footage: Existing Proposed ® Industrial Total Square Footage: Existing 55,486 sf (e) 37,200 sf (p) Proposed 76,000 (a) 132,168 (t) 0 Residential No. of Residential Units Existing Proposed No. of Subdivided Lots Existing Proposed 0 Other Specify Number and size of out parcels (if applicable): Notes: (e ): existing; (p) proposed — not built): (a): added as part of amendment: (t): Total sq footage Page 4 of 6 Revised May 14, 2015 Page 305 of 417 Ptannlrrg & Development Services SPECIAL NOTICE JUN 01 2020 (PLEASE READ BEFORE SIGNING ACKNOWLEDGMENTS BELOW) Submission of this application does not constitute the granting of approval. All appropriate requireme�s't'��rh'prior to this project being presented for approval to the appropriate authority. St. Lucie County reserves the right to request additional information to ensure a complete review of this project. ACKNOWLDGMENTS Applicant Information (Property Developer): Applicant Information (Agent): Business Name: Orchid Island Juice Company Business Name: Culpepper & Terpening, Inc. Name: Name: Attn: S. Matthes 330 North US #1 2980 South 251h Street Address (please use an Address (please use an address that can accept Ft. Pierce, Fla. 34950 address that can accept Ft. Pierce, Florida 34981 overnight packages) overnight packages) Phone: 772-465-1122 Phone: 772-464-3537 Fax: Fax: 722-464-9497 E-Mail: E-Mail: smatthes@ct-eng.com Please note: both applicant and agent will receive all official correspondence on this project. PROPERTY OWNER INFORMATION This applicatiol and any application supplement will not be considered complete without the notarized signature of all ro ert owners of record, which shall serve as an acknowledgment of the submittal of this application or approval. The property owner's signature below shall also serve as authorization for the above applica t or agent to act on behalf of said property owner. hAy174e, — - Property Owner Signature Property Owner Name (Printed) Mailing Address: STATE OF: Phone: If more than one owner, please submit additional pages COUNTY OF: � . LIB Cc The foregoing instrument was acknowledged before me this 20U, by known to me or who has produced :,gture of NotaryOvP��n TIFFANY CORREA MY CO\ NIMID\ 4 FF988890 Ccrti - - � May 04, 2o2o Page 5 of 6 Revised May 14, 2015 hA day of Commission Number (Seal) pwch who is personally as identification. or rint Name of Notary Page 306 of 417 JOSEPH E. SMITH, CLEC. OF THE CIRCUIT COURT - SAINT 1 -'IE COUNTY FILE # 4474548 OR BOOK 4173 PAGE 2681, Recorded 08/27/2018 05:05:07 PM Doc Tax: $23800.00 This Ncument Prepared By and Return to: THOMAS A. FOGT ESQ. 736 COLORADO WTSNUE STUART, FLORIDA 34994 Parcel fo Number: 2428-132-0010-000/9 Special Warranty Deed This Indenture, Made this day of August , 2018 A.D. , Between Mueller Plastics Corporation, a Delaware corporation of the County of Shelby , State of Tennessee , grantor, and ORCHID ISLAND JUICE COMPANY, a Florida corporation wbtise address is' 330 N. US 1, Fort Pierce, FL 34950 of life County of St. Lucie , Statc of Florida , grantee. Witnesseth That the GRANTOR, for and in consifration of the sum of ------------------------TEN DOLLARS 010)--------- — DOLLARS, and other good and valuable consideration to GRANTOR in hand paid by GRANTEE, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said GRANTEE and GRANTEE'S heirs, successors and assigns forever. the following described land, siluale, lying and being in the County of St. Lucie State of Florida to roil: From the center of Section 28, Township 35 South, Range 40 East, run North 0 degrees 021 301E West along the 1/4 section line 37 feet to the point of beginning; thence continue on the same line 717.80 feet to the South line of F.E.C. Rwy. Lake Harbor spur line; thence following said South line Rw. Run North 69 degrees 241 301E East 859.50 feet to a point on a curve; thence run Southwesterly along a curve concave to the South and having a radius of 472.20 feet subtended by a central angle of 50 degrees 361 for a distance of 416,25 feet; thence run South 0 degrees 021 30f1 West 677.30 feet to a point on the North line of a canal right of way; thence run North 88 degrees 001 3011 West on said R.O,W. line 37 feet North of and parallel to the quarter section line for a distance of 630.87 feet to the point of beginning, less and excepting tharefrom the Easterly 32 feet; the West line of said Easterly 32 feet being a line 25 feet West of, as measured at right angles to, and parallel to the Florida East Coast Railway spur line tract to the TxeeSweet Plant. All land described above lying and being in the County of St. Lucie, Florida. Together tsith all Icnemems, hereduamcets and appurtemmccs lhertlo belonging or in anywise appertaining, To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that grantor is lawfully seized of said land in text simple; that grantor has BOW right and lawful authority to Seli and convey said land; that grantor hereby fully warrants the title to said land and will defend the tame against the lawful claims of all persons claiming by, through or under grantor. L.— 6cw.+.9rot by Opupl., SrA... 1... 'Ala (66)) 70.555$ Fenn rLSWD-2 Page 307 of 417 OR BOOK 4173 PAGE (-682 Special Warranty Deed- Page 2 PareeliDNamber; 2428-132--0010-000/9 In Witness Whereof, the gramor has hcrcunto set his hand and seal the day and year first above wriitcn. si ned, sealed and delivered in our presence: MWPreside oration, a y :(Seal) r'n er, the P.D. Address: 82851'oursment Drive, Sic. 150, Memphis, TN 18125 Printed Name: &44--101 Witness (Corporate Seal) STATE OF Tennessee COUNTY OF Shelby The foregoing instrument wil$ acknowledged before to this }�" day of August 5 2018 by Gregory L. Christopher, as President of Mueller Plastics Corporation, a Delaware corporation Hari is personally known to me or who has produced his as identitfcalion. Printed Name: 1W-Fc,9N1E 6. g QQ Notary PublicR My Commission Expires: -n(t/ �(f � -;w Z f N `,` ` L r�........ STATE a 10 i` OF TENNESSEE s 140TARY 'y PUbi[C *.......... J. By co VLMLLER 1E-5184 ta—cmanab�GD„q.ySy--,Imc VIE IB1)76MS5Tom, RSWD.i MY COMMISSION EXPIRES JIXY 20, 2021 Page 308 of 417 Michelle Franklin, CFA-- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 1650 Parcel ID: 2428-132-oo10- Account 4�. 321=43 SeoTown/Range: DIGIORGIO RD 000-9 28/35S/40E Map ID: 24/28N Zoning: Industrial USeType: 4800 Jurisdiction: Saint Lucie County Ownership Legal Description Orchid Island Juice Company 28 35 40 FROM CENTER OF SEC 28 RUN N 0 DEG 02 MIN 330 N US Highway 1 30 SEC W ALG 114 SEC LI37 FT FOR POB, TH CONT ON Fort Pierce, FL 34950 SAME LI 717.8 FT TO S LI OF FEC RR LAKE HARBOR SPUR TRACK, TH N 69 DEG 24 MIN 30 SEC E ALG S LI OF RR 859.5 FT TO PT ON CURVE, TH SWLY ALG CURVE 416.23 FT, TH S 0 DEG02 MIN 30 SEC W 677.3 FT TO PT ON N LI OF CANAL RAW, TH N 88 DEG 00 MIN 30 SEC W ON SD RIW 37 FT N OF AND H TO I/4 SEC LI 630.97 FTTO POB-LESS ELY 32 FT- (11.83 AC) (4) Current Values Historical Values 3-year JusWarket: $2,454,100 Assessed: $2,454,100 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $2,454,100 2019 $2,454,100 $2,454,100 $0 $2,454,100 2018 $2,921,500 $2,759,570 $0 $2,759,570 2017 $2,508,700 $2,508,700 $0 $2,508,700 Sale History Date Book/Page Sale Code Deed Grantor Rice 08-20-20I8 4173 12681 4173 / 0002 SP Mueller Plastics Corp $3,400,000 2681 09-27.2002 1595 /2826 1595 1 XX03 WD Colonial Engineering Inc $2,733,200 2826 12-01-1987 0567 /22240567 / 2224 XX00 CV $216,000 Primary Building Information Finished Area of this building:55,000 SF Gross SketchedArea: 33,000 SF Exterior D ata View: Roof Cover. Metal Roof Structure: Steel Truss Building Type: INDD Year Built: 1989 Frame: Grade: Y C Effective Year: 1989 Primary Wall: CB Stucco Story Height: 1 Story No. Units: 1 Secondary Wall: Corr Metal Interi or Data Bedrooms: 0 A/C%: 50% Electric: MAXIMUM Primary Int Wall: Full Baths 0 Heated %:509'o Heat Type: FrcdHoWr Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled % 100% Heat Fuel: ELEC Primary Floors: CONC GRD Total Areas Finished/UnderAir 55,000 CnassSketched Area 55,000 (SF): Land Size (acres): 11.83 Land Size (SF): 315,314-8 Total Building Count: 1 Page 309 of 417 Special Features and Yard items Type Uty Units Year Blt CHAiNLINK o' 1 3140 1989 13ARB WIRE 1 31-10 1989 SINGLE LIGHT 1 3 1989 CONCRET HIGH 1 4100 1989 LOADING DOCK 1 11260 1989 CEMENT CURB 1 588 1989 ASPI HIGH 1 67000 1989 All infonnaticm is believed to be correct at this time, but is subject to change and is provided without any warranty. Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. Page 310 of 417 6/1/2020 Detail by Entity Name DIVISION OF CORPORATIONS f, I'mirp; q ON J W�a fil Department of State 1 Division of Corporations 1 Search Records 1 Search by En ity Name 1 Detail by Entity Name Florida Profit Corporation ORCHID ISLAND JUICE COMPANY Filing Information Document Number L76602 FEIIEIN Number 59-3026924 Date Filed 05/29/1990 State FL Status ACTIVE Last Event CORPORATE MERGER Event Date Filed 02/26/2003 Event Effective Date NONE Principal Address 330 N US HIGHWAY #1 FORT PIERCE, FL 34950 Changed: 05/19/2001 Mailing Address 330 N US HIGHWAY #1 FORT PIERCE, FL 34950 Changed: 05/19/2001 Rggistered Agent Name & Address SEXTON, MARYGRACE M 330 N. US #1 FORT PIERCE, FL 34950 Name Changed: 02/04/2008 Address Changed: 02/04/2008 Officer/Director Detail Name & Address Title PCED SEXTON, MARY GRACE 330NUS1 FORT PIERCE, FL 34950 search.sunbiz.orgll nquiry/CorporationSearchlSearchResultDetaiI?inquirytype=EntityName&directionType=Initial&searohNameOrder=ORNV693i4Dof- 41"� 6/1/2020 Detail by Entity Name Title VPS MARTINELLI, JOHN 330NUS1 FORT PIERCE, FL 34950 Annual Reports Report Year Filed Date 2018 01 /26/2018 2019 02/01 /2019 2020 02/21/2020 Document Image$ 0212112020 --.ANNUAL REPORT 02/0112019--ANNUAL REPOf2T 01/26/2018 -- ANNUAL REPORT 01/27/2017 -- ANNUAL REPORT 01/25/2016 --ANNUAL REPORT 01 /29/2015 -- ANNUAL REPORT 01/16/2014 --ANNUAL REPORT 01/22/2013 -- ANNUAL REPORT 01/1012012 --ANNUAL REPORT 01/07/2011 --ANNUAL REPORT 01/06/2010 -- ANNUAL REPORT 01/14/2009 --ANNUAL REPORT 02/04/2008 -- ANNUAL REPORT 02/14/2007 ANNUAL REPORT 05/04/2006 -- ANNUAL REPORT 04/29/2005 -- ANNUAL REPORT 1/30/2004 -- ANNUAL REPORT 03/24/2003 -- ANNUAL REPORT 02/26/2003 -- Merger 08/20/2002 -- ANNUAL REPORT 05119/2001 --ANNUAL REPORT 03/20/2000 -- ANNUAL REPORT 04/16/1999 -- ANNUAL REPORT 04/08/1998 -- ANNUAL REPORT 04/21/1997 -- OFFIDIR RESIGNATION 02/24/1997 -- ANNUAL REPORT 03107/1996 ANNUAL REPORT 02/27/1995 -- ANNUAL RLPORT View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format , View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View Image in PDF format View image in PDF format 1 View image in PDF format ` View image in PDF format View image in PDF formal View image in PDF format View image in PDF format J View image in PDF format View image in PDF format View image In PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format search.sunbiz.org/lnquirylCorporationSearch/Search ResultDetaiI?inquirytype=EntityName&directionType=Initial&searchNameOrder=ORP, 9P ,i�%f-4ft2 Saint Lucie County Property Appraiser February 28, 2020 1:9,028 370 740 1,480 ft 112.5 225 450 m Sources: Esn, HERE, Gamin, USGS, Intermap, INCREMENT P, NRCan, Earl Japan, METI, Ecri China (Hong KwV), Eed Korea, Esd (Thailand), NGCC, (c) OpenStmWap cenfribubm, and the GIS U6er Communlly, GPI Ge padal, Inc. You created this PDF from an application that is not licensed to print to novaPDF printer (http:/ANwm.novapdf.com) Page 313 of 417 Saint Lucie County Property Appraiser February 28, 2020 1:4,514 0 187.5 375 750 ft 0 55 110 220 m Sourom: Eat, MERE, Gwmin, USIG9, Inimmap, INCREMENT P, NRCen, Eat Japan, METI, Eel CNra (Nmg Kaag] Eat Koren, Earl (Thal"), NGOC, M OpenSbwdAmp oanMn buto, and the GIS User Oamm ritm GPI Gepape wI. 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WEL\ 1 _ _ _ _ _ _ _ PROP. 60x10 \ m Jill ~ ~ ~ ~ ~ ~ ~ - - 801 - - - - - 801 - - - - - 801 - - - - - 801 - - - - - 801 - - - - - Sol - - - - 801 - - 801 - - 801 - I00 ~ roe ~ ~T�� ~ jog EQUIPMENT PAD 211' EXISTING 53x10 PAD \ I NI x 1 I II I DOOR 160' 137' I oW m I I I I} ry AY w, WI \ ` �♦ + m � o I I 1 55 I I I I - I BOTTOM FINLEI►,\ I .. 1K of ® I i nuullw nlluulll I I ♦ GRAPHIC SCALE 1 1 Q I I �� ♦♦♦ 40 p 20 40 I I 0 10 1 I I ti, � I � - 2 � �♦ IN FEET ) '\+ 0 1 I 1 I N �♦�,� 1 inch = 40 ft. O I I � I x Q` � �,\ � �♦♦ I � �I I o: ♦♦ I I 5 DOOR I �,► r fn\ cp I TRUCK LOADING WAY o DOCK PHASE 1 I PHASE 2 �•j o a^o 1 (0 55 I CONTAINMENT TANKS i -r\ �✓ ♦,�♦ VACANT \`, 1 O MAX HEIGHT=35.' EXISTING MANUFACTURING EXISTING REFRIGERATED ^� ZONING-R2 00 0 �.J 1 0) PROPOSED MANUFACTURING PROPOSED BUILDING U' BUILDING BUILDING WAREHOUSE 20 LAND USE=IND , N 20 26' ♦, I PROP. STORM NAVcn 30,000 S.F. EST. FFE=19.9' NAVD ♦, , I WATER DRAINAGE ' D o 34,218 S.F. FFE=19.9' NAVD 21,250 S.F. FFE=19.9' NAVD 39,500 S.F. FFE=19.9, ♦♦ \ 0 SYSTEM �.J 1 P o TRAILER `,♦ I CO 00 00 PARKING I O ♦ ,� o z I Z I I ~ �♦ DRY RETENTION �� ♦, I I I I I I O 0.23 ACRES± ♦, �, Col � 1 I N N � ♦♦♦ ^ I I I O I Aso I I O ~ \ ``�♦♦ 1 I EX. RAMP \ �,♦, i4 I I 220' I � ♦� ♦,♦ I m I " EX. CAT 5 CONCRETE WALK �? ~ ` ♦♦ 1 1 I I 120' sit r° ♦��,♦ I I 11 I 80' cn \ v� � �♦♦ 10 PROPOSED WALL PHASE 2 I I I WALL 1 WELLED LOADING y 11 I I TRUCK BAYS Cn \ �� 17 %� PROPOSED ADMINISTRATIVE OFFICE 3 _ I (CONCRETE) 7200 S.F. EST. FFE=19.9' NAVD N ry \ ti 133 ♦ 1 TRAILER \ `�� \ ♦ ,♦ o PARKING I I TRAILER 140' \ � G � ♦♦ I I PARKING Q 20' 26' f ♦♦ I I 55' STOP SIGN \\ -CONCH- qP N~ ~ ~ ~ ~ _ ( `��� �♦�,♦ 1 " 55' &STOP \\\ BAR \ \\\\\\\\ LIGHT POLE -n \ ✓ ♦ �, I - O7 \ CONC ♦�, N00 I I 28' 21 I 10' co12 LIGHT POLE ~ ~ ~ J ~ ,,,♦ I \ \ ♦� 0 13 I I EX. 8" HDPE I (n 5 \ , 18 FUTURE PARKING SPACES \ \ `♦♦ I I x WATEEAIN I UPROP. �� \ 0 INCLUDING 6 HANDICAP I ~ JJ ♦, x \ ASPHALT ~ ~ \ POTABLE WATER \ (ASPHALT) I ♦, � I I I 1 w SERVICE01 I o \ ♦ ♦, 1 1 WS S R� WS WS 10 00 O O O \ �`;♦♦ I I POTABLE m WATER 8" SAN 8' SAN 8" S o Iv Iv \ ♦♦ o I I FIRE DEPT. CONNECTION h I \ \ \ CONNECTION �`l 10' \ �� ROJI jCT SIG ��5, \ \ \ PROP. 8" GRAVITY TEMPORAR PROP. SANITARY GRINDER SEWER rn - ` I I \ SEWER STATUIO � \ 2 L 2 LPM LPM 2" LPnn,�� TO TOB 1�B TOB TOB T TO TOB ,j,9B TO I �OE TOE Tnr Tnr TOE TOE TOE YOE DRY RETENTION 0.05 ACRES± _ DRY RETENTION 0.03 ACRES± © 12 O \ 37' 1 801 301 801 3()1 801 301 801 8O1 30�01 8aQ1 24 30�0 803� 1 801 801 3e31~ - X - - - - X - - - - X - - - - X - - - - X - - - X - - - - X - - - - X - - - - X - - - - X - - - - X - - - X - - - - X - - - X - - - - X - - - - X - - - - X - - - - X - - - X - - - - X - - - - X - \ 13' \ TOB _ _ ~ Iflt= TOB OW \ EX. GATE WITH INACTIVE LESS &EXCEPT X 1 v KNOX BOX ACCESS CA - - SPUR LINE EAST 32' _ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \ \ llillllllllllllllllllllllllllllllll IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII �� ~ ~DRY RETENTION POND IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II I - - -- ll l l l l l l l l l- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CS -� - - 0.15 ACRES± \ I ' NO°01'39"W 689.93' - ~ J J�" ~ J \ EX. 2"GAS � SO°02'30"W 677.30'(D) LINE i .g~rrrrrrrrrrrrrr�o \ i PROP. SANITARY ~~rrrrrrrrrr~,� SEWER ~ Site Lighting: rrrr------r; VACANT Om \ 19.) �' � ZNG IL F.E. C. RAILROAD SPUR LINE Site lighting in the parking and trailer access areas will be provided through a combination of wall mounted fixtures on the side of d S 72.2 p, \ DIGIORGIO RD LAND USE=IND TO TREESWEET PLANT) the building and the placement of several independent poles in the parking lot areas. �� 036 60 R/W LEGEND li 00 I� D EXISTING POND Ali � z EXISTING BUILDING ^� I PROPOSED BUILDING EX. FIRE�� N O PROPOSED ASPHALT PARKING HYDRANT 0 I I EXISTING ASPHALT PAVEMENT (TO REMAIN) III PROPOSED DRY RETENTION AREA EX. 8"WM I O0 O R/W LINE �s oo I PROPOSED TRUCK LOADING AREA (CONC.) PROPOSED LANDSCAPE AREAS R/W LINE I� z TREE PROTECTION AREA 10 NUMBER OF PARKING SPACES STORMWATER SHEET FLOW LEGAL DESCRIPTION FROM THE CENTER OF SECTION 28, TOWNSHIP 35 SOUTH, RANGE 40 EAST, RUN NORTH 0 DEGREES 02' 30" WEST ALONG THE 1/4 SECTION LINE 37 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ON THE SAME LINE 717.80 FEET TO THE SOUTH LINE OF F.E.C. RWY. LAKE HARBOR LINE; THENCE FOLLOWING SAID SOUTH LINE RW, RUN NORTH 69 DEGREES 24' 30" EAST 859.50 FEET TO A POINT ON A CURVE; THENCE RUN SOUTHWESTERLY ALONG A CURVE CONCAVE TO THE SOUTH AND HAVING A RADIUS OF 472.20 FEET SUBTENDED BY A CENTRAL ANGLE OF 50 DEGREES 36' FOR A DISTANCE OF 416.25 FEET; THENCE RUN SOUTH 0 DEGREES 02'30" WEST 677.30 FEET TO A POINT ON THE NORTH LINE OF A CANAL RIGHT OF WAY; THENCE RUN NORTH 88 DEGREES 00' 30" WEST ON SAID R.O.W. LINE 37 FEET NORTH OF AND PARALLEL TO THE QUARTER SECTION LINE FOR A DISTANCE OF 630.87 FEET TO THE POINT OF BEGINNING, LESS AND EXCEPTING THEREFROM THE EASTERLY 32 FEET; THE WEST LINE OF SAID EASTERLY 32 FEET BEING A LINE 25 FEET WEST OF, AS MEASURED AT RIGHT ANGLES TO, AND PARALLEL TO THE FLORIDA EAST COAST RAILWAY SPUR LINE TRACT TO THE TREESWEET PLANT. CONTAINING 11.80 ACRES ± COMPUTERFII IF I FIELD BK./PG. 20.) Site Drainage (preliminary): The stormwater management system will consist of sheet flow to detention pond via Swale with out fall to N.S.L.R.W.C.D. Canal No. 10 21.) Traffic Statement: Trip Generation based upon ITE Code (140) Manufacturing. Trip Generation is estimated as follows: AADT: 3.93 Trips/1000 SF of facility AM PEAK: 0.62 Trips/1000 SF PM PEAK: 0.67 Trips/1000 SF rate * sq ft = AADT (77% Enter, 23% Exit) (31% Enter, 69% Exit) T* 132,168 578 rate * sq ft = AM Peak rate * sq ft = PM Peak T=3.16(x)+160.04 0.62 132,168 81.94 0.62 132,168 81.94 entry 59.00 entry 35.24 exit 22.94 exit 46.71 \ \ Sol \ \ �� \ VACANT \ \ ZONING=IL \ LAND USE=IND \ 22.) Habitat Preservation: \ \ The project will provide upland preservation through the reservation of 0.19 acres of land in the southwestern portion of the \ project site. \ , IST. LUCIE COUNTY PROJECT No. SPMj-3202025712 \\ r CULPEPPER & TERPENING INC 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 • FAX 772-464-9497 • www.ct-eng.com STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS AUTHORIZATION NO. 4286 - R E V I S I O N S- BY DATE BY DATE DESIGNED CALCS. SKM ---- DRAWN BHM 12/11 /19 DETAILED ZM 5/7/20 CHECKED SKM 5/11/20 APPROVED SKM 12/11/19 SITE DATA TABLE Owner/Applicant: Architect: Orchid Island Juice Company TBD 330 N US Highway 1 Fort Pierce, FL 34950-4207 Phone: 772-465-1122 Engineer / Surveyor: Environmental Services Landscape Architect: Culpepper &Terpening, Inc. Hobe Sound Environmental Boggs Landscape Architectue 2980 South 25th. Street 9512 Duncan Street Suite 2E, 100 Avenue Fort Pierce, FL 34981 Hobe Sound, Fla. Fort Pierce, FL 34951 Phone: 772-464-3537 Phon( 772-545-3676 Phone: 772-577-6473 Fax: 772-464-9497 Fax: Fax: www.ct-eng.com bobhsenv@gmail.com 1.) Project Name: Orchid Island Juice Company- Digiorgio Road Plant 2.) Location: The project site is located at 1650 DiGiorgio Road, Ft. Pierce, Fla. 3.) Project Description: 132,168 sq feet of Citrus Juice Processing/ Storage & Distribution Facility 4.) Sec/Town/Range: S.) Tax Map ID: 6.) Parcel ID Numbers: Section 28, Township 35 South, Range 40 East 24/28N 2428-132-0010-000-9 7.) Gross Site Area: 11.83....... acres - - - ------------------------------------------ 515,315sq feet ..................------------------------------ - - 11.83 acres land above MHW 515,315 sq feet 0 acres an below MHW - sq feet 8.) Zoning: IL Light Industrial 11.83 acres 9.) Land Use: IND Industrial 11.83 acres 10.) Site Density/Intensity: N/A 11.) Development Schedule: Phase 1 Development Schedule: Phase 2 Start: Fall 2020 Start: FaI12021 Complete: FaI12020 Complete: Summer2022 12.) Flood Zone: The project site is located in Flood Zone X (Area With Reduced Flood Risk), accordingto the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map Number12111CO189K, February 18, 2020 (as indicated on the St. Lucie County GIS Website). 13.) Site Coverage': Existing Site Facilities (2019)' acreage sq feet % of site FAR' Buildings (all types) 1.27 55,468 10.8 0.231 Roadways/Parking 1.72 75,000 14.6 N/A Other Impervious 0.12 5,400 1.0 N/A Total Impervious 3.12 1 135,868 26.4 Open Space/ Landscape/ Future Dev. 6.99 304,329 59.1 N/A Lakes & Retention (dry) 1.72 75,000 14.6 N/A Total Site Area F11.831 1 515,197 100 Proposed Site Addition (areas of addition only) acreage sq feet % of site FAR' Buildings (all types) 1.76 76,700 0.000 Roadways/Parking 2.22 96,500 N/A Other Impervious 0.06 2,500 N/A Tota I Impervious 4.03 1 175,7001 10.0 Open Spa ce/ Landscape 4.07 177,500 N/A Lakes/ Retention (dry) 0.41 18,000 N/A Preserve Area 0.19 8,276 N/A Total Site Area 8.71 379,476 0.0 Total Site' acreage sq feet % of site FAR' Buildings (all types) 3.03 132,168 25.7 0.257 Roadways/Parking 3.94 171,500 33.3 N/A Other Impervious 0.17 7,500 1.5 N/A Total Impervious 1 7141 1 311,168 1 160.4 Open Space/Landscape 2.42 105,482 20.5 N/A Lakes/ Retention (dry) 2.07 90,000 17.5 N/A Preserve Area 0.20 8,500 1.6 N/A Total Site Area 1 515,150 100 Notes: 1.) All areas are approximate and subjectto change as part offinal construction plans. 2.) Existing Site Facilities (2019) represent existing site conditions & Proposed Site Addition represents site area approved (but not yet constructed) per Colonial Engineering Site Plan Minor Corrections. 3.) FAR coverage based on total bldg sq ft/gross lot area. 14.) Parking: Expansion Area Existing Phase Spaces Total Spaces Phase Area Typical/ADA Required Required Provided Manufacturing 34218 SF (.92/1000) 31 39 101 95/6 Warehouse 212505E (.39/1000) 8 Phase 1 Phase Spaces Total Spaces Phase Area Typical/ADA Required Required Provided Manufacturing 39500SF (.92/1000) 36 75 101 111/6 Phase 2 Phase Spaces Total Spaces Phase Area Typical/ADA Required Required Provided Manufacturing 30000SF (.92/1000) 28 120 135 129/6 Office 7200 SF (2.32/1000) 17 Note: 120 Cumulative spaces required. 135 Cumulative spaces provided 15.) Building Hgt.: Maximum Building Hgt. 50' Proposed Building Hgt. (max) 35'-6" Containment Tank Max. Hgt. 35' 16.) Building Setbacks/Spacing (Min. industrial): Required Provided Friont (as measured from DiGiorgio Road) 25.0 ft 193.0 ft Side 20.0 ft 176.0 ft Rear (as measured from west property line) 20.0 ft 156.0 ft 17.) Utility Service: Water Service (Utility) FPUA Electric Service FPL Sewage Service (Utility) FPUA Telcom Service (backbone) ATT Re -Use Water (Utility) N/A Cable Service (primary) Comcast All utility services will be placed underground. 18.) Refuse Collection: Soild waste collectors will be through the use of on -site trash compactors and approved St. Lucie County Commercial Waste Haulers. NATALIE' S ORCHID ISLAND JUICE COMPANY DATE: 2020-5-11 HORIZ. SCALE: 1" = 40' VERT. SCALE: N/A JOB No.17-211.101 SHEET 1 of 1 Page 315 of 417 I ' 50 49 L DUTF�9L � x CO�lT.4®G I STi4UCTURE' I I X I x I I X I Q � x I ti I I x I I X I I X ... � i N m I � Q L0 I I I-- I LLI 3� Uj I Cl)Uj x� Uj I m� � V I �Q� Q� FUTURE E ELOP T ( TO REMAIN IN NATURAL STATE) � � 5EPT/C - IV 5V5TCM ® N I � x I I I 3D, _ T Y,,'_ , TREE HEDGE - S 7. C UC/E COU.vT Y ZOA111 6 3. e.. G 40 C/) . "�Pow-i N 01 ' 14 ' 1.SW 689. 15 a 2 WAREHOUSE 5 5,5 00 sq. ;W M F/f�E S R.4/�/�L ER a5 YS TE�j leo le D/F� S/LO (7y"z9 MANUFACTURING 30,000 , q ft. , el/ h I N Al , x m D� S I ® 70 15 S LOCATION P 0. DESCRIPTION From the center of Section 28,-Township 35 South, Range 40 East, run North e 00°02'30" "!?est along the 1/4 Section line 37.00 Leet to the POINT OF BEGI_'NI ?r; ;e:.ce continue on the same line 717.80 feet to the South line of F.E.C. a,i1-%Tay La'>e ._arbor spur line; thence folloing said South line of Rail -:Jay run 0 North 69 24'30" East, 859.50 feet to a point on a curve thence run Southwesterly along a curve concave to the South and havincs a radius of 472.20 feet subtended by a central angle of 50036'00" for a c distance of 216.25 feet; thence run South 00002'30" West, 677.30 feet to a point on t1fle North line of a canal right - of-�r-ay; thence run North 88 00130" [nacst on said right-of-way line 37.00 feet Nor',=i, of and parallel to the quarter Section line for a distance of 630.87 feet to the POINT OF BEGINNING: LESS and EXCEPTING therefrom the Easterly 32.00 feet; the West line of said Easterly 32.00 feet being a line 25.00 feet West of, as measured at .right angles to, and C o a S F.E.C. IL SPURLINE T T T EE EET PLAT "2.°s� � ° --��/ Rail pas way spur liner track to the I 9. �-----T-------------------------------------------------------._ �s?gam'`_ v' Trees�-Jeet Plant. II _�s� ` The above containing 11 . 83 acres more I ® I I GENERAL NOTES (VACANT PROPERTY) or less. I I ^ I r NAME r t. \\ I I 1. PROJECT I�ATMlr . Colonial Eng�nee�ing, Inc. 9. EXIS i G G1irP .vD USE: IL (Light Industrial) LEGEND ® 2. LOCATION: Section 28, Township 35 South, 10. EXISTING ZONING: IL. (Licht Industrial) �� ° --y- STORMWATER SHEETFLOW I I I Range 40 East 14. UTILITY SERVICE: \ DRAINAGESWALE/DPIPE OF FLOW I I St. Lucie County, Florida 2.1. SITE COVERAGE. Square Percentage \ �+ 3. OWNER Acreace FWater Service: 'Foot -ace of site^1 � \ o MITERED END Onsite Well-x-x- FENCE I I Sewage Treatment. Oasi to Septic �\ -6 HANDICAP PARKING SIGN Colonial Engineering, Inc. Building 2.00ac 87,500sf 17.0% LIGHT (WALL) I I P.O. Box 699 Parking 1.65ac 71,962s� 14.Oo 15. Site Drainage: LIGHT (POST) For Pierce, FL 34954-0699 Miscl. 0.,2ac 5,147s= 1.0� I I _ - - r_ _ 4. ENGINEER: r, ;TMr ;; -� s o n G - s e The t r .,J"Yer "lai�cce"'e i` SySte �,"i i 1 COn�1 Of S e� flO�a t0 p Culpepper & Terbenin , Inc. Total T ,�-� 710u-s 3. 7 ac '16 _, 60...f 32 . 0 % detention � AR ROf' !00 R/W pp t_o_: pond Via s Jamie �.i�" Out fa to i�.S.L.R.[N.C.D. Canal \ ]J L P.O. Box 1449 Total Open Space 8.V3G1. 349,597sf 68.0% No. 10. �`� Fort Pierce, FL 34954-1449 Total Site Area 11.80ac 514,206sf 100.00 FL P.E. Reg. 15823 17. BUILDING HEIGHT: 34' SITE PII FL P.E. Reg. 24276 SFlUC1ECA.f!N"ti` APPROVED� � 12 . PARKING: 18. Fire protection system in accordance DATE REVISION DATE_ "oho 6a 5. SURVEYOR: Weatherington Land Surveyors, Inc. Required (2 spaces/1000 sf} 175 spaces with NFPA 20 & 24. COLONIAL ENGINEERING 4075 Virginia Avenue Provided 175 spaces Fort Pierce, FL 3981 BOA o ceuz 0�M,7:::s:ov - ULPPE (305) 461-808^-. Handicapped Spaces Required 6 spaces Handicapped Spaces Provided 6 spaces - fLoading S aces Rewired 3 spaces T� P G, INC.6. TYPE OF PRO=T: Man�:�Gcturing and t��arehousing pChaLoading Spaces Provided 7 spaces 7. GROSS PROJECT SIZE: 11.80 ac 514' 205.83 sf DESIGNED BY DETAILED BY CHECKED BY DRAWING NO: 13. DEVELOPMENT SCHEDULE: CONSULTING ENGINEERS �'�B/TE�P6�s3E R®AO 8. BUILDING SIZE 2.00 ac 87 500.00 sf a ' Construction t0 begin: May 1988 LAND SURVEYORS DATE SCALE JOB NO. Construction to be completed: November 19 8 8 •18 0 days FORT PIERCE, FLORIDA 1?2 -68 1 " - 40' 88-04 OF Page 316 of 417 I � MARAVILLA HEIGHTS (RESIDENTIAL) \ ff i I 50 49 j 48 I 47 f 48 45 44 43 42 41 i 40 39 38 37 \ i I E I s 01 '20 •13 7s7. 11 � i 1 � I x x x u u x x o 0 0 o a - - - o { � ,3Q t TYf' . I � rWflC --�, ( x i I x .I CITY LIMITS 40 • 20 10 i 40 :s SCALE IN FEE7 iO kIA ce OF I Ii •� f ( 1=--?—�1� ! �'.^ `�J -i - w �-- ~ � • r R"Du" � � �{ - _ 'a'id-iris"` r (t.._ ♦'! / ,.mot f FORT is 17� ... 1 16�J'J^.. - •�E' = _ [ P�ERC�- o:.r�1��i. I �co�..rar' \Y 14 \-\ 70 22 G _ rCE;r -:- ✓4"; G.-0699 n�i_sc - n7c �g -- ---- ___ .. DoeLIh3t �FUJ I % r. tr « r y ..:_ _ ia�c -,�G e� aace-,c�� �vsteece O�n n �..l— rh v:u_,t,_- C,,�,.tCte"u�_.C.�.Ge0Cc:c_ lu_ � E! r viat�p _ C_ Sk,ac. � �;, .. '' k �} rG U _ e Ccr !O c 6�' C= e ._ ea _._ _ G'S= UGo ce �Fggnn R. I g AN 3JtJ9 ._ !1 e J 2 17 'v .3 f r r,d .: 4 - ,-_. ,.� - P. Rea. 6 i8. Fire rofecflon system �`y '� 12. P�RKTI1 : DATE REV sILI I i' ; Ll �Lt 1�;'�.L, P Y fern in accordance � ` - S€.LUG:€E�.,..F . S eet:_�___ UJ_ a S ve�s _nc. - e3� r� ,_,e :e Reca1?-ea (2 spaces/101v� sf; 175 spaces wifh IiFPA 2O & 24. i2.z�sSr��w P��sE zlv6 FTCu Prot-aea 175 spaces R ' - � t e�ce 981 05� 161 6084 a_.aFcapped Spaces Re -�red 6 spaces i Hard_capped Spaces _ded. 6 spaces 6. P TE , ��� T E 01 CJ,E C T oadir.q Spaces Recu ec 3 spaces �_.w aGn _:!G artG are Gus ri J SITE PLAN Load-ing SpacesP spaces iov�ded 7 aces GRCSS nC �CT ZE l . 80 aC 514 i05 • 83 S DESIGNED BY DETAILED BY CHECKED BY DRAWING NO. 1-3. DEVELOP1,1ENT SC EDuTi CONSULTING ENGINEERS Dw'_ 2.00 a 87 500.00 sn $ Ccnstruc.,on to beg-i: i ay 1988 LAND} SURVEYORS DATE SCALE JOB NO. CGrLs=uc�-ion to be co.,,p1etea' November 1988 •180 days FORT PIERCE, FLORIDA �- Z88 _ - OF Z - 1 Page 317 of 417 Page 318 of 417 3.01.03. - Zoning Districts. T. IL INDUSTRIAL, LIGHT. 1. Purpose. The purpose of this district is to provide and protect an environment suitable for light manufacturing, wholesale, and warehousing activities that do not impose undesirable noise, vibration, odor, dust, or other offensive effects on the surrounding are, together with such other uses as may be necessary to and compatible with light industrial surroundings. The number in "( )" following each identified use corresponds to the SIC Code reference described in Section 3.01.02(B). The number 999 applies to a use not defined under the SIC Code but may be further defined in Section 2.00.00 of this Code. 2. Permitted Uses: a. Business services. (73) b. Communications - including telecommunication towers - subject to the standards of Section 7.10.23. (48) c. Construction services: (1) Building construction - general contractors. (15) (2) Other construction - general contractors. (16) (3) Construction - special trade contractors. (17) d. Engineering, architectural and surveying services. (871) e. Commercial fishing. (091) f. Laundry, cleaning and garment services. (721) g. Local and suburban transit. (41) h. Manufacturing: (1) Food and kindred products. (20) (2) Tobacco products. (21) (3) Textile mill products. (22) (4) Apparel and other finished products. (23) (5) Furniture and fixtures. (25) (6) Printing, publishing and allied industries. (27) (7) Drugs. (283) (8) Leather and leather products. (31) (9) Glass: (a) Flat glass. (321) (b) Glass and glassware - pressed or blown. (322) (c) Glass products - made of purchased glass. (323) (10) Fabricated metal prod. - except machinery and transport. equip.: (a) Metal cans and shipping containers. (341) (b) Cutlery, handtools and general hardware. (342) (c) Heating equipment, except electric and warm air, and plumbing fixtures. (343) (d) Fabricated structural metal products. (344) Page 319 of 417 (e) Coating, engraving and allied services. (347) (f) Miscellaneous fabricated metal products: (1) Wire products. (3495) (2) Misc. fabricated wire products. (3496) (3) Metal foil and leaf. (3497) (4) Fabricated metal products - NEC. (3499) (11) Industrial/commercial machinery and computer equipment: (a) Metalworking machinery and equipment. (354) (b) Special industry machinery, except metalworking machinery. (355) (c) General industrial machinery and equipment. (356) (d) Computers and office equipment. (357) (12) Electronic and other electrical equipment and components, except computer equipment: (a) Household appliances. (363) (b) Electric lighting and wiring equipment. (364) (c) Household audio and video equipment. (365) (d) Communications equipment. (366) (e) Electronic components and accessories. (367) (f) Misc. electrical machinery equipment and supplies. (369) (13) Measuring, analyzing and controlling instruments. (38) (14) Photographic, medical and optical goods. (38) (15) Watches and clocks. (38) (16) Misc. manufacturing industries: (a) Jewelry, silverware, and platedware. (391) (b) Musical instruments and parts. (393) (c) Dolls, toys, games and sporting goods. (394) (d) Pens, pencils, and other office and artists' materials. (395) (e) Costume jewelry, costume novelties, and notions. (396) (f) Brooms and brushes. (3991) (g) Signs and advertising displays. (3993) (h) Morticians goods. (3995) (i) Manufacturing industries, NEC. (3999) (17) Plastic products - fabrication, molding, cutting, extrusion, and injection processing. (308) i. Marinas. (4493) j. Millwork and structural wood members. (243) k. Motion pictures. (78) I. Motor freight transportation and warehousing. (42) Page 320 of 417 m. Repair services: (1) Automotive and automotive parking. (75) (2) Electrical. (762) (3) Watch, clock and jewelry repair. (763) (4) Reupholstery and furniture repair. (764) (5) Misc. repairs and services. (769) n. Retail trade: (1) Lumber and other building materials. (521) (2) Paint, glass and wallpaper. (523) (3) Hardware. (525) (4) Nurseries, lawn and garden supplies. (526) (5) Mobile home dealers. (527) (6) Automotive/boat/RV/motorcycle dealers. (55) (7) Gasoline service. (55) (8) Furniture and furnishings. (57) o. Research, development, and testing services. (873) p. Ship, boat building and repairing - less than forty-five (45) feet. (373) q. Sorting, grading and packaging services - citrus/vegetables. (0723) r. Vocational schools. (824) s. Wholesale trade - durable goods: (1) Motor vehicle and automotive equipment. (501) (2) Furniture and home furnishings.(502) (3) Lumber and other building materials. (503) (4) Professional and commercial equipment/supplies. (504) (5) Metals and minerals except petroleum. (505) (6) Electrical goods. (506) (7) Hardware, plumbing and heating equipment, and supplies. (507) (8) Machinery, equipment, and supplies. (508) (9) Misc. durable goods: (a) Sporting and recreational goods. (5091) (b) Toys and hobby goods. (5092) (c) Jewelry, watches, precious stones and metals. (5094) (d) Durable goods NEC. (5099) t. Wholesale trade - nondurable goods: (1) Paper and paper products. (511) (2) Drugs. (512) (3) Dry goods and apparel. (513) Page 321 of 417 3 4 (4) Groceries and related products. (514) (5) Farm products - raw materials. (515) (6) Chemicals, and allied products. (516) (7) Beer, wine, and distilled alcoholic beverages. (518) (8) Misc. nondurable goods: (a) Farm supplies. (5191) (b) Books, periodicals and newspapers. (5192) (c) Flowers, nursery stock and florists' supplies. (5193) (d) Tobacco/tobacco products. (5194) (e) Paints, varnishes and supplies. (5198) (f) Nondurable goods, NEC. (5199) u. Mobile food vendors. (999) v. Single-family detached dwelling units provided that the single-family dwelling unit is located on an existing lot or parcel or record, as further defined in this Code, that was existing on or before August 1, 1990. (999) w. Kennels. Allowed as a permitted use only when the property is surrounded by industrial uses or zoning and is five hundred (500) feet or more from residential uses or zoning. All distance requirements shall be measured from the nearest point of the existing home or area of single- family zoning to the nearest point of the proposed kennel. x. Landscape and horticultural services. (078) y. Personal services. (72) Lot Size Requirements. Lot size requirements shall be in accordance with Section 7.04.00. Dimensional Regulations. Dimensional requirements shall be in accordance with Section 7.04.00. 5. Offstreet Parking and Loading Requirements. Offstreet parking and loading requirements are subject to Section 7.06.00. 6. Landscaping Requirements. Landscaping requirements are subject to Section 7.09.00. 7. Conditional Uses. a. Airports, landing and takeoff fields - general aviation. (4581) b. Manufacturing: (1) Cut stone and stone products. (328) (2) Motorcycles, bicycles, and parts. (375) (3) Wood containers, wood buildings and mobile homes. (244/245) c. Ship, boat building and repairing (excluding ship or boat salvaging) - forty-five (45) to one hundred fifty (150) feet. (373) d. Wholesale: (1) Petroleum bulk stations and terminals. e. Scrap and waste materials - subject to the provisions of Section 7.10.12.A. f. Kennels. (0752) Other than those permitted under Section 3.01.03 T.2.w. of the Land Development Code. Page 322 of 417 8. Accessory Uses. Accessory uses are subject to the requirements of Section 8.00.00 and include the following: a. Co -generation facilities. (999) b. Fueling facilities. (999) c. Industrial wastewater disposal. (999) d. One detached single-family dwelling or mobile home for on -site security purposes per property. (999) e. Retail trade accessory to the primary manufacturing or wholesaling use. (999) f. Solar energy systems, subject to the requirements of Section 7.10.28. Page 323 of 417 PEPPER & %ZVTERPENING INC V Z Z Z W W '; rs1�1 W W IL IL LLI V 0 w D C0 0 a J C0 LLI _z 0 z W 0 z J z 0 NATALIE'S EXPANSION ST. LUCIE COUNTY, FLORIDA TRAFFIC IMPACT STUDY MARCH 2O20 Updated May 2020 C&T Project No. 17-21 1 Certificate of Authorization No. 4286 PREPARED BY PREPARED FOR Culpepper & Terpening, Inc Natalie's Orchid Island Juice Company 2980 South 25th Street 330 North U.S. Highway 1 Fort Pierce, Fort Pierce, Florida 34982 Florida 34950 Tel, (772) 464 3537 Tel. (772) 465 -1122 www.ct-eng.com www.orchidislandjuice.com Stefan K. Matthes, P.E. Florida Engineering No. 38723 FOR Responsibility: 1001A (Pages: ALL) 2989 SOUTH 25TH I FT. PIERCE, FL 34981 1(772) 464-35371 FAX! (772) 464,94971 WW141-CT-ENG.COM `T Page 324 of 417 Natalie's Expansion —Traffic Impact Study Table of Contents INTRODUCTION 3 FIGURE 1 (Location Map) 4 STUDY METHODOLOGY 5 TABLE 1 (Generalized AADT Level -of -Service Volumes) 6 TABLE 2 (Generalized Peak Hour Directional Volumes) 7 INVENTORY OF EXISTING FACILITIES 8 INTERSECTIONS 9 EXISTING CONDITIONS 11 TRIP GENERATION 14 TRAFFIC ASSIGMENT 15 FIGURE 2 (Trip Assignment) 16 CAPACITY ANALYSIS 17 • Roadway Links 18 • Intersections 20 SUMMARY 30 Appendix A (Traffic Data) Appendix B (Trip Generation Data) Appendix C (Capacity Analysis PM Peak Hour— Pre Development) Appendix D (Capacity Analysis PM Peak Hour— Post Development) Page 2 Page 325 of 417 Natalie's Expansion —Traffic Impact Study INTRODUCTION Project Location Natalie's Orchid Island Juice Company will be expanding their existing manufacturing facility currently located at the western terminus of DiGiorgio Road, in St. Lucie County, Florida. The expansion will be to the existing 11.80 acre site (See Figure 1- Location Map) located within in Section 28, Township 35 South, Range 40 East, St. Lucie County, Florida. Project Description The Original approval of the site, in 1988, was for a total of 87,500 square feet of overall building structure which included 55,500 square feet of warehouse and 2,000 square feet of office. Of the original approval, 32,000 square feet of phase 2 warehouse and 2,000 square feet of office was not constructed, but is considered as "Vested". The proposed expansion will be done in two (2) phases. The first phase will encompass approximately 39,500 square feet of orange juice production area and the second phase will encompass approximately 37,200 square feet of additional storage and office space, of which 32,000 square foot is vested. This report will analyze the 44,700 square feet of manufacturing and warehouse space that is not vested. The total area of the ultimate project will result in approximately 132,468 square foot office facility. The project is scheduled for completion during early 2021. Site Access Site access will be via the existing driveway which is the extension of DiGiorgio Road into the site. Purpose The purpose of this report is to analyze the impacts to the existing roadway network by the proposed expansion which is not vested and provide a vesting of the project through the St. Lucie County Development Review and Approval process for the project. Page 3 Page 326 of 417 Natalie's Expansion —Traffic Impact Study 16. C � — i j q V h In a x LU LU 1 v o � I LDWARDS ROAD PROPERTY LOCATION K Q Q W BELL AVE FORT PIERCE, FLORIDA T CULPEPPER & TERPENING INC 298G SOUTH 25th STREET ♦ FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 . FAX 772-464-9497 . www.ct-eng.com STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS AUTHORIZATION NO. 4286 FIGURE" l Location Map Natalie's Expansion JOB NO., 17-211 SCALE: NTS DRAWN BY., TG I DATE: 2-10-2020 Page 4 Page 327 of 417 Natalie's Expansion —Traffic Impact Study STUDY METHODOLOGY The project is located within unincorporated St. Lucie County. The Scope and Methodology of this report is prepared in accordance with the requirements of the St. Lucie County Land Development Code Section 11.02.09, Transportation Impact Report. The Phase 1 project is anticipated for completion in early 2021 and the Phase 2 project in 2022, therefore it was determined that the impacts of ultimate project development will be analyzed for the 2022 forecast condition. Section A — Definition of Study Area The study area as defined by Section 11.02.09 4 includes all major roadways (collectors, minor arterials and major arterials) within two (2) miles of the site. The study area shall be expanded to include at least the intersections of the major access roadways(s) within the first major or minor arterial roadway in each travel direction from the development if traffic generated by the proposed development would potentially affect levels of service at the intersection. Therefore, study area includes the following roadway segments and intersections: Roadway Segments • Oleander Avenue: Midway Road to Edwards Road • South 25t" Street: Midway Road to Edwards Road • US Highway 1: North & South of Edwards Road • Sunrise Boulevard: Midway Road to Edwards Road • Midway Road: West of South 25t" Street to US 1* • Edward Road: West of South 25t" Street to US 1 • Bell Avenue: Oleander Avenue to South 25t" Street Intersections • Edwards Road and South 25t" Street • Edwards Road and Sunrise Boulevard • Edwards Road and Oleander Avenue • Edwards Road and US 1 • Bell Avenue and Oleander Avenue • Bell Avenue and South 25t" Street • Midway Road* *It is noted that Midway Road, within the defined study area is currently under construction for major roadway and intersection widening improvements. Given the nature of the improvements, actual intersection counts and analysis were not able to be performed for this study. Section 8 — Level of Service Standards The Level -of -Service standards for roadway links analyzed in this report are based upon the Fall 2018 FDOT Quality/Level of Service Handbook, Table 1 "Generalized Annual Average Daily Volumes for Florida's Urbanized Areas, and Table 7 "Generalized Peak Hour Directional Volumes for Florida's Urbanized Areas and are found as Tables 1 and 2 in this report. The Level -of -Service standards for the signalized intersections analyzed in this report are based upon the 2019 Highway Capacity Manual and derived using the HSC7 Streets Version 7.8 software from Mctrans. Page 5 Page 328 of 417 Natalie's Expansion -Traffic Impact Study Generalized Annual Average Daily Volumes for Florida's TABLE 1 Urbanized Areas' 03/14/2olg INTERRUPTED FLOW FACILITIES UNINTERRUPTED FLOW FACILITIES STATE SIGNALIZED ARTERIALS FREEWAYS Principal (1 signat per half mile) Core Urbanized Lanes Median 13 C D E Lanes B C D E 2 Undivided * 4,000 13,900 M800 4 53,700 72,900 90,500 92,600 4 Divided 1,000 27,300 36,200 37.800 6 78,300 107,600 133.500 139,000 6 Divided 1,600 41,200 54,300 57,000 8 103,t00 142,700 177,800 185,500 10 14M00 197,600 231.900 *$ Minor (I signal per quarter mile) 12 174300 235,100 278,100 *# Lanes Median B C D E 2 Undivided * 4,200 14,300 Urbanized 4 Divided * 9,500 28,100 37.200 Lann B C D F 6 Divided * IT800 44,200 56200 4 50,700 68,900 85,500 87,500 6 73,900 101.600 126,100 131.300 8 97,400 134,700 167.900 175,200 Non -State Signalized Roadway Adjustments 10 132,900 186,700 21%000 ** (Alter corresponding state volumes by the indicated percent.) Freeway Adjustments Non -State Signalized Roadways - 10%n Auxiliary Lanes Ramp Present in Both Directions Metering + 20,000 + 5% Median & Turn Lane Adjustments Exclusive Exclusive Adjustment UNINTERRUPTED FLOW HIGHWAYS Lanes Median Left Lanes Right Lanes Factors Lanes Median B C D F. 2 Divided Yes No +5% 2 Undivided 12,300 1800 25,500 34,100 2 Undivided No No -20% 4 Divided 37,200 53.700 67,700 76,000 Multi Undivided Yes No -5% 6 Divided 56,000 80,600 101,400 113,900 Multi Undivided No No -25% - - - Yes + 5% Uninterrupted Flow Highway Adjustments Lanes Median Exclusive left lanes Adjustment factors One -Way Facility Adjustment 2 Divided Yes +5% Multiply the corresponding two -directional Multi Undivided Yes -5% volumes in this table by 0.6 Multi Undivided No -25% BICYCLE MODE' 'Values shown arc presented as peak hourdireetional volumes for levels of service (Multiply motorized vehicle volumes shown below by number of and are for the outomobila'tmck modes unless specifically stated This table does not directional roadway lanes to determine two-way maximum service constittne a standard and should be used only for general planning applications, The from is volumes.) computer models which this table derived shouldbe uscdfor more specific plannirg applications, The table and dcdving computer models should not be used for Paved corridor or intersection design, here more refined techniques exist_ Calculatinns are based on plauuing applications of the Highway Capacity Manual and the Transit Shoulder/Bic ycle } Capacity and Quality of Service Manual. Lane Coverage B C D E 0-49% s 2,900 7,600 19,700 1 Level of service for the bicycle and pedestrian modes to flits table is based on J0-84% 2,100 6,700 19,700 >19,700 numbcr ufmotorizcd vehicles, not aumbQr afbicydists or pedestrians using the facility_ 85-100% 9,300 19,700 >19,700 ** 'Buses per hour shown arc only for flit peak hour in the single direction of the higher [rabic PEDESTRIAN MODE' tlo- (Multiply motorized vehicle volumes shown below by number of Cannot be achieved using table irput value dcfaalts, directional roadway lanes to determine two-way maximum service volumes.) *'a Not applicable for that level of scone letter grade. For the automobile mode, Sidewalk. Coverage B C D E volumes greater than level of service D become F because intersection capacities have been reached, For the bicycle mode, the level of service lotergradc (including F) is 0-49% $ * 2,800 9,500 not achievable because there is no maximum vehicle volume threshold using table 50-84% $ 1,600 8,700 15,800 input value dcfvaults. 85-100% 3,800 10,700 17,400 >19,700 Sores,, Florida Department of Trar sportati on BUS MODE (Scheduled Fixed Route)3 systems Plamring office (Buses in peak hour in peak direction) www.dotstate.ILus.`nlanniu��sysfams/snillosldefaultshtm Sidewalk Coverage B C D F 0-84% > 5 > 4 > 3 > 2 85-100% > 4 > 3 > 2 > 1 2019 FDOT QUALITY/LEVEL OF SERVICE HANDBOOK TABLES Page 6 Page 329 of 417 Natalie's Expansion -Traffic Impact Study Generalized Peak Hour Directional Volumes for Florida's TABLE 7 Urbanized Areas' 03/14/2019 INTERRUPTED FLOWRIRW'• FLOW STATE SIGNALIZED ARTERIALS FREEWAYS Lanes B C D E Principal (1 signal per half mile) 2 2.510 3,410 4,230 4,330 Lanes Median B C D F 3 3,660 5,030 6,240 6,500 1 Undivided * 200 690 930 4 47820 6,670 8,310 8,670 2 Divided 50 1,350 1,790 1,870 5 6.580 9,240 10,840 ** 3 Divided 80 2,040 2,690 2,820 6 8,150 10,990 13,000 ** Minor (l signal per quarter mite) Lanes Median B C D E Freeway Adjustments 1 Undivided ' 210 710 Auxiliary Ramp 2 Divided $ 470 1,390 1,840 Lane Metering 3 Divided 880 2,190 2,780 + 1,000 +5% Non -State Signalized Roadway Adjustments (Alter corresponding slate volumes by the indicated percent.) Non -State Signalized Roadways - 10% Median & Turn Lane Adjustments Exclusive Exclusive Adjustment UNINTERRUPTED FLOW HIGHWAYS Lanes Median Left lanes Right Lanes Factors Lanes Median B C D E I Divided Yes No +5% I Undivided 610 930 1160 1,690 1 Undivided No No -20% 2 Divided 1,840 2,660 3,350 37760 Multi Undivided Yes No -5% 3 Divided 2,770 3,990 5,020 5,640 Multi Undivided No No -25% - - - Yes +5% Uninterrupted Flow Highway Adjustments Lanes Median Exclusive left lanes Adjustment factors One -Way Facility Adjustment l Divided Yes +5% Multiply the corresponding directional Multi Undivided Yes -5% volumes in this table by 1.2 Multi Undivided No -25% BICYCLE MODE' 'Valuesshownarepresentedaspeakhour direct anal volumes for levelsof service (Multiply motorized vehicle volumes shown below by number of and are for the automobile`truck modes unless specifically stated, lhis table doesnot directional roadway lanes In determine two-way maximum service constitute a standard and shonddbc used only for general planning applications. The computer models from which this table is dedved should be used for more specific volumes) planning applications. the lable and deriving computer models should not be used for Paved Shoulder/Bicyclecorridor or intcrscction design, where more refined tcchn iqucs exist. Calculations are based on planning applications of the Highway Capacity Manual and the Ttansit Lane Coverage B C D E Capacity utd Quality of Service Muma . 0-49% * 150 390 1,000 50-84% 110 340 1.000 >1,000 ' Level of service for thebicyole and pedestrian modes in this table is based nn 85-100% 470 1,000 >1,000 ks number of motonzed velucles, notnuniber of bicyclists orpedestriuns using the facility. PEDESTRIAN MODE' s Buses perhuur shown are only a,r the peak hourin the single dimction ofthe ldgher natPic (Multiply motorized vehicle volumes sbown below by number of no - directional roadway lanos to dcterminc two-way maximum service Cannot he achieved using table input value defaults_ volumes.) Sidewalk Coverage B C D E $& Not applicable for that level of scrvice letter grade. Forthc automobile mode, 0-49% * 's 140 480 volumes Leaterthan level of service D became F because intersection capacities have been oeaclied. for the bicycle mode, the level of service letter grade (including F) is 50-84% 80 440 800 not achicvablcbecausethcrcisnomaximumvehicle volumcthresholdusing tablc 85400% 200 540 880 >L000 input value defaults. BUS MODE (Scheduled Fixed Route)3 9nurce. Florida Deparlmerl oCeransporlation (Buses in peak hour in peak direction) Systems pluming Office www_dot_state_fl. us/plamm� �,/aystemslsm/los(default. shtm Sidewalk Coverage B C D E 0-84% >5 >4 >3 >2 85-100% > 4 > 3 > 2 > 1 2018 FDOT QUALITY/LEVEL OF SERVICE HANDBOOK TABLES Page 7 Page 330 of 417 Natalie's Expansion —Traffic Impact Study Section C— Inventory of Existing Facilities As defined in Section A, the inventory of the transportation facilities within the study are and provided as follows: Roadways• Oleander Avenue Oleander Avenue within the defined study area consists of a 2-lane undivided rural roadway. The travel lanes are 12' wide for both the north and south bound directions. The existing right-of-way of Oleander Avenue varies from 75' to 80' within the study area. Oleander Avenue is a St. Lucie County maintained roadway within the Study Area. South 251h Street South 25th Street within the defined study area currently consists of a 4-lane divided urban roadway section containing two (2) 12' lanes northbound, two (2) 12' lanes southbound with left turn bays located at all major intersections. The existing right-of-way of South 25th Street is 150' in width. South 251h Street within the study area is classified as a Signalized Arterial Principal (1 signal per half mile) Interrupted Flow Facility under the jurisdiction of St. Lucie County. US Highway No. 1(SR 5) US Highway No. 1(SR 5) within the defined study area currently consists of a 5-lane undivided rural roadway section containing two (2) 12' lanes northbound, two (2) 12' lanes southbound with a continuous center turn lane throughout the study area. The existing right-of-way of US Highway No. 1 varies form 120' to 150' in width. US Highway No. 1 within the study area is classified as a State Signalized Arterial Principal (1 signal per half mile) Interrupted Flow Facility under the jurisdiction of the Florida Department of Transportation (FDOT). Sunrise Boulevard Sunrise Boulevard within the defined study area consists of a 2-lane undivided rural roadway. The travel lanes are 11' wide for both the north and south bound directions. The existing right-of-way of Sunrise Boulevard is 70' within the study area. Sunrise Boulevard is a St. Lucie County maintained roadway within the Study Area. Midway Road (SR 712) Midway Road (SR 712) within the defined study area is currently under construction. The resulting construction will consist of a 4-lane divided urban roadway section containing two (2) 12' lanes eastbound, two (2) 12' lanes west bound with left turn bays located at all major intersections. The existing right-of-way of Midway Road is 120' in width. Midway Road (SR 712) within the study area is classified as a State Signalized Arterial Principal (1 signal per half mile) Interrupted Flow Facility under the jurisdiction of the Florida Department of Transportation (FDOT). Page 8 Page 331 of 417 Natalie's Expansion —Traffic Impact Study Edward Road (CR 611) Edwards Road (CR 611) within the defined study area currently consists of a 5-lane undivided urban roadway section containing two (2) 12' lanes eastbound, two (2) 12' lanes westbound with a continuous center turn lane throughout the study area. The existing right-of-way of Edwards Road varies form 80' to 120' in width. Edwards Road (CR 611) within the study area is classified as a Signalized Arterial Principal (1 signal per half mile) Interrupted Flow Facility under the jurisdiction of St. Lucie County. Bell Avenue Bell Avenue within the defined study area consists of a 2-lane undivided rural roadway. The travel lanes are 12' wide for both the east and west bound directions. The existing right-of-way of Bell Avenue varies from 60' to 75' within the study area. Bell Avenue is a St. Lucie County maintained roadway within the Study Area. Inrnrenrrinr.e• The study area as defined by St. Lucie County Development Code shall be expanded to include at least the intersections of the major access roadways(s) within the first major or minor arterial roadway in each travel direction from the development if traffic generated by the proposed development would potentially affect levels of service at the intersection. The following represents summary of the existing approach conditions at each of these intersections. Edwards Road and South 25`h Street The intersection of Edwards Road and South 251h Street is signalized. The intersection geometry is as follows: Eastbound 1 Lane Left Westbound 1 Lane Left 1 Lane Thru 1 Lane Thru 1 Lane Thru/Right 1 Lane Thru/Right Southbound 1 Lane Left Northbound 1 Lane Left 1 Lane Thru 1 Lane Thru 1 Lane Thru/Right 1 Lane Thru/Right Edwards Road and Sunrise Boulevard The intersection of Edwards Road and Sunrise Boulevard is signalized. The intersection geometry is as follows: Eastbound 1 Lane Left Westbound 1 Lane Left 1 Lane Thru 1 Lane Thru 1 Lane Thru/Right 1 Lane Thru/Right Southbound 1 Lane Left Northbound 1 Lane Left 1 Lane Thru/Right 1 Lane Thru/Right Page 9 Page 332 of 417 Natalie's Expansion —Traffic Impact Study Edwards Road and Oleander Avenue The intersection of Edwards Road and Oleander Avenue is signalized. The intersection geometry is as follows: Eastbound 1 Lane Left Westbound 1 Lane Left 1 Lane Thru 1 Lane Thru 1 Lane Thru/Right 1 Lane Thru/Right Southbound 1 Lane Left Northbound 1 Lane Left 1 Lane Thru/Right 1 Lane Thru/Right Edwards Road and US Highway No. 1 The intersection of Edwards Road and US Highway No. 1 is signalized. The intersection geometry is as follows: Eastbound 1 Lane Left Westbound 1 Lane Left 1 Lane Thru/Right 1 Lane Thru 1 Lane Right Southbound 1 Lane Left Northbound 1 Lane Left 1 Lane Thru 1 Lane Thru 1 Lane Thru/Right 1 Lane Thru/Right Bell Avenue and Oleander Avenue The intersection of Bell Avenue and Oleander Avenue is un-signalized. The intersection geometry is as follows: Eastbound 1 Lane Left/Thru/Rt Southbound 1 Lane Left/Thru/Rt Northbound 1 Lane Left/Thru/Rt Bell Avenue and South 25`h Street The intersection of Bell Avenue and South 25th Street is signalized. The intersection geometry is as follows: Westbound 1 Lane Left 1 Lane Right Southbound 1 Lane Left 1 Lane Thru 1 Lane Thru/Right Northbound 1 Lane Left 1 Lane Thru 1 Lane Thru/Right Page 10 Page 333 of 417 Natalie's Expansion -Traffic Impact Study EXISTING CONDITIONS The Peak Season Average Daily Traffic Volume for the roadways within the project radius of impact area were obtained from the St. Lucie Transportation Planning Organization (TPO), 2018 Traffic Counts and Level of Service Report. The 2021 ADT was calculated by applying a 5.7% growth rate per year to the 2018 AADT volumes. The growth rate was derived by averaging the past four year of AADT traffic within the geographic area as reported by the St. Lucie TPO. The Level of Service (LOS) Capacity is based upon the 2018 MOT Quality/Level of Service Table 1. The existing traffic conditions are based on 2021 ADT volumes and LOS D capacity requirements are shown in Table 3. Table 3 - Existing Traffic Conditions Roadway Station Number Classification LOS D Capacity 2018 AADT 2021 ADT 2021 LOS Type Lanes Oleander Avenue Midway Rd to Bell Ave 139 Non State 2 In 13,900 7,328 8,654 D Bell Ave to Edwards Rd 240 Non State 2 In 13,900 13,500 15,943 F South 25`h Street Midway Rd to Bell Ave 940016 Principal 4 In 36,200 19,100 22,556 C Bell Ave to Edwards Rd 159 Principal 4 In 36,200 17,500 20,666 C US Highway 1 North of Edwards Rd 945002 Principal 4 In 36,200 29,500 34,838 D South of Edwards Rd 940012 Principal 4 In 36,200 33,000 38,970 F Sunrise Boulevard Midway Rd to Bell Ave 155 Non State 2 In 12,510 3,569 4,215 D Bell Ave to Edwards Rd 153 Non State 2 In 12,510 3,835 4,529 D Edwards Road 25th St to Sunrise Blvd 108 Principal 4 In 36,200 17,000 20,076 C Sunrise to Oleander 502 Principal 4 In 36,200 15,000 17,714 C Oleander to US 1 173 Principal 4 Ln 36,200 10,500 12,400 C Bell Avenue 25th St to Sunrise Blvd 104 Non State 2 In 12,510 6,500 7,676 D Sunrise to Oleander 102 Non State 2 In 12,510 4,600 5,432 D Page 11 Page 334 of 417 Natalie's Expansion -Traffic Impact Study The PM Peak Hour Directional Volume for the roadways located within the radius of impact area were obtained by using the St. Lucie Transportation Planning Organization (TPO), 2018 Traffic Counts and Level of Service Report along with a 5.7% growth rate per year for the development of the 2021 PM Peak Hour Directional volumes. The LOS capacity results are based upon the 2018 FDOT Quality/Level of Service Table 7 and shown in Table 4. Table 4 Existing Roadway Link LOS Roadway Classification ADT LOS D Capacity 2021 ADT /LOS PM Peak Hr/LOS Capacity 2021 PM PK Hr Directional Volumes/LOS Type Lanes Oleander Avenue Midway Rd to Bell Ave Non State 2 In 13,900 8,654 D 750 488 C Bell Ave to Edwards Rd Non State 2 In 13,900 15,943 F 750 820 F South 25`h Street Midway Rd to Bell Ave Principal 4 In 36,200 22,556 C 2,100 1,353* C Bell Ave to Edwards Rd Principal 4 In 36,200 20,666 C 2,100 1,143 C US Highway No. 1 North of Edwards Rd Principal 4 In 36,200 34,838 D 2,000 1,770 C South of Edwards Rd Principal 4 In 36,200 38,970 F 2,000 1,834 D Sunrise Boulevard Midway Rd to Bell Ave Non State 2 In 12,510 4,215 D 540 274 D Bell Ave to Edwards Rd No State 2 In 12,510 4,529 D 750 339 D Edwards Road 251h St to Sunrise Blvd Principal 4 In 36,200 20,076 C 1,630 1,043 D Sunrise to Oleander Ave Principal 4 In 36,200 17,714 C 1,630 856 C Oleander Ave to US 1 Principal 4 In 36,200 12,400 C 1,630 595 C Bell Avenue 25th St to Sunrise Blvd Non State 2 In 12,510 7,676 D 790 527 D Sunrise to Oleander Ave Non State 2 In 12,510 5,432 D 600 297 D *2018 Traffic Count Report did not provide data, therefor PM peak is assumed to be 6% of the AADT It should be noted that segments of both Oleander Avenue and US Highway No. 1 currently experience a failing level of service. Page 12 Page 335 of 417 Natalie's Expansion -Traffic Impact Study Committed Trips: In accordance with St. Lucie County Planning & Development Services, there are three new developments, or developments that are not completely built out within the study area that have committed trips on the roadway network. These development, along with their committed trips are provided as follows: • Sedona Residential PUD: • Magnolia Square: • South Market 3,000 SF Warehouse ADT = 2,148 vpd; 215 PM Peak Hour ADT = 557 vpd, 55 PM Peak Hour ADT = 6 vpd; Insignificant PM Peak Hour These committed trips are distributed to the existing roadway network in accordance with the data received from St. Lucie County Planning & Development Services. The committed trips are and associated background traffic volumes are provided in Table 5. Table 5 Existing Roadway w/ Committed Trips Link Roadway 2021 ADT Committed Trips (ADT) 2021 ADT /LOS 2021 PM PH 2021 Peak Hour Directional Existing Committed Total Oleander Avenue Midway Rd to Bell Ave 8,654 28 8,682 D 488 2 490 Bell Ave to Edwards Rd 15,943 22 15,965 F 820 1 821 South 25`h Street Midway Rd to Bell Ave 22,556 484 23,040 C 1,353 37 1,390 Bell Ave to Edwards Rd 20,666 715 21,381 C 1,143 39 1,182 US Highway No. 1 North of Edwards Rd 34,838 78 34,916 D 1,770 5 1,775 South of Edwards Rd 38,970 50 39,020 F 1,834 1 1,834 Sunrise Boulevard Midway Rd to Bell Ave 4,215 120 4,335 D 274 8 282 Bell Ave to Edwards Rd 4,529 334 4,863 D 339 12 351 Edwards Road 25th St to Sunrise Blvd 20,076 676 20,952 C 1,043 39 1,082 Sunrise to Oleander Ave 17,714 354 18,086 C 856 23 879 Oleander Ave to US 1 12,400 127 12,527 C 595 8 603 Bell Avenue 251h St to Sunrise Blvd 7,676 311 7,987 D 527 16 543 Sunrise to Oleander Ave 5,432 135 5,567 D 297 9 306 Page 13 Page 336 of 417 Natalie's Expansion —Traffic Impact Study TRIP GENERATION As indicated in the introduction, the proposed project will consist of a 76,700 square expansion of an existing juice manufacturing facility, of which 32,000 square feet is vested for approval. This report will analyze the 44,700 square feet of additional, unvested building's maximum potential expansion of the facility. The Trip Generation for the project expansion is developed by utilizing the "Institute of Transportation Engineers Trip Generation Manual, Tenth Edition" (ITE Manual). The ITE Manual is utilized for the AADT volumes and the Peak Hour Movements. The Land Use Code 140 "Manufacturing" is determined the most appropriate description of the project. The following Tables have been provided to depict the Trip Generation for the project. Table 5 through 7 depicts the 24-Hour Daily Volumes, A.M. Peak Hour Volumes and P.M. Peak Hour Volumes for the proposed manufacturing facility expansion as follows: Table 6 Average Daily Traffic Land Use ITE Code Building Size ADT Rates ADT Manufacturing 140 44,700 SF = 3.16(44.7)+160.04 301 vpd Table 7 AM Peak Hour Traffic Directional Directional Land Use Building Peak Hour Rate Distribution Volumes Size Enter Exit Enter Exit Manufacturing 44,700 SF T = 0.62(44.7) 77% 23% 22 vph 6 vph Table 8 PM Peak Hour Traffic Peak Hour Rate Directional Directional Land Use Units Size Distribution Volumes Enter Exit Enter Exit Manufacturing 44,700 SF T = 0.67(44.7) 31% 69% 9 vph 21 vph Page 14 Page 337 of 417 Natalie's Expansion —Traffic Impact Study TRAFFIC ASSIGNMENT The traffic assignment from the site onto the local streets was derived based upon data provided by the applicant with respect to location of the workforce, understanding of the deliver and shipping routes as well as the existing Transportation Network. The distribution onto the surrounding links was then derived and is portrayed as Figure No. 2. A summary of the Daily and PM Peak Directional Trip Assignments were estimated as follows: Table 9 TRAFFIC ASSIGNMENT PM Peak Link % ADT Hr. Dir. (Enter/Exit) Oleander Ave Midway to Bell 10% 30 vpd 1/2 vph Bell to Edwards 30% 90 vpd 3/6 vph US Highway 1 North of Edwards 2.5% 8 vpd 1/1 vph South of Edwards 2.5% 8 vpd 1/1 vph Sunrise Blvd Midway to Bell 5% 15 vpd 1/1 vph Bell to Edwards 5% 15 vpd 1/1 vph Edwards Road 251h St to Sunrise 25% 75 vpd 2/5 vph Sunrise to Oleander 25% 75 vpd 2/5 vph Oleander to US 1 5% 15 vpd 1/1 vph South 251h Street Midway to Bell 30% 90 vpd 3/6 vph Bell to Edwards 10% 30 vpd 1/2 vph Bell Avenue 251h St to Sunrise 40% 120 vpd 4/9 vph Sunrise to Oleander 10% 30 vpd 1/2 vph A graphic representation of the trip assignment by percentage is shown on Figure No. 2. The Trip Assignments for the Peak Hour Movements at each intersection were derived based upon the distributions and associated turning movements as shown in Figure No. 3-8. The Enter/Exit splits as well as the volumes are shown in Table 7 for the P.M. Peak Hour. The Assignments, based Page 15 Page 338 of 417 Natalie's Expansion —Traffic Impact Study upon the directional movements were then applied to the studied intersection and these volumes are also shown in Figure No. 3-8. lox 25% 25% 5x I '4 %z 2/5 {1 E!]h'.4HJ5 Hii rKim� YI 4/9 40% r=� 4/9 ~ 1/1 4MMM1110 HELL AVE ♦ c� i a �■ w 4 Q W I- F h 4 -�J 15X n 1/3 a I� TyN AMDWAY RD LEGEND (W) AOT x%/- AM/IPM PEAK rIGiJRF 2 0 1, C CULPEPPER & Trip Assignment TERPENING INC 2WO SCLTH 256 STREET • FORT PIERCE. FLORIDA 34661 Natalid s Expansion PHONE 772J511,-3537 - FAX 772-464-94517 • STATE CF FLORIDA 60ARD OF PROFESSIONAL � M 17-01 aril c. Hi$ ENGINEERS AUTHORIZATION NO.428C DRAM B1; TO DATE. 2_10-2MM Page 16 Page 339 of 417 Natalie's Expansion -Traffic Impact Study CAPACITY ANALYSIS Level of Service (Roadway Segments): The traffic assignment volumes calculated in the previous sections were added to the existing volumes and background trips assigned to the roadway links within the study area. Volume distribution onto the surrounding links was then derived and provided in Figure No. 2. The existing traffic volumes provided in the St. Lucie Transportation Planning Organization (TPO), 2018 Traffic Counts and Level of Service Report were increased by 5.7% per year from 2018 to account for growth through the 2026 forecasting year. The pre -development conditions is based upon the growth and committed trips as provided in Table 5. Level of Service, Table 1, of the Florida FDOT 2018 Quality / Level of Service Handbook and St. Lucie Transportation Planning Organization (TPO), 2018 Traffic Counts and level of Service Report were used for both the existing (Pre -Development, including background) and Post -Development Levels of Service. The following is a summary of the results. Table 10 Roadway Segment Analysis (ADT) Roadway LOS D Capacity 2021 Existing Conditions 5.7% Growth 120261 Pre- Development Conditions Project Traffic Post- Development Conditions Oleander Avenue Midway Rd to Bell Ave 13,900 8,682 D 2,773 11,455 D 30 11,485 D Bell Ave to Edwards Rd 13,900 15,965 F 5,099 21,064 F 90 21,154 F South 25th Street Midway Rd to Bell Ave 36,200 23,040 C 7,359 30,399 C 90 30,489 C Bell Ave to Edwards Rd 36,200 21,381 C 6,829 28,210 C 30 28,240 C US Highway No. 1 North of Edwards Rd 36,200 34,916 D 11,152 46,068 F 8 46,076 F South of Edwards Rd 36,200 39,020 F 12,463 51,483 F 8 51,491 F Sunrise Boulevard Midway Rd to Bell Ave 12,510 4,335 D 1,385 5,720 D 15 5,735 D Bell Ave to Edwards Rd 12,510 4,863 D 1,553 6,416 D 15 6,431 D Edwards Road 251h St to Sunrise Blvd 36,200 20,952 C 6,692 27,644 D 75 27,719 D Sunrise to Oleander Ave 36,200 18,086 C 5,777 23,863 C 75 23,938 C Oleander Ave to US 1 36,200 12,527 C 4,001 16,528 C 15 16,543 C Bell Avenue 25th St to Sunrise Blvd 12,510 7,987 D 2,551 10,538 D 120 10,658 D Sunrise to Oleander Ave 12,510 5,567 D 1,778 7,345 D 30 7,375 D Page 17 Page 340 of 417 Natalie's Expansion -Traffic Impact Study Significance: As described in the St. Lucie County Land Development Code, a project is determined to have an assessable impact on a transportation facility if its impacts exceed 1% of the maximum volume at the adopted level of service standard for that particular affected transportation facility. Level of Service standards are as determined by the County, and as identified in the adopted Comprehensive Plan. To determine the level of impact from this proposed development activity, in the buildout condition, an assignment has been applied using the County's adopted LOS D standard to all impacted roadway segments. Tables 10 and 11 depict this significance assessment for the roadway segments have been shown to have 1% or greater impact significance, in either ADT or PM Peak periods: Table 11 Impact on Local Roadway Network (ADT) Roadway ADT LOS D Capacity Project Traffic ADT Post - Development Conditions ADT % Impact Remaining Capacity Oleander Avenue Midway Rd to Bell Ave 13,900 30 11,485 D 0.22% 2,415 Bell Avenue to Edwards Rd 13,900 90 21,154 F 0.65% 0 South 25th Street Midway Rd to Bell Ave 36,200 90 30,489 C 0.25% 5,711 Bell Ave to Edwards Rd 36,200 30 28,240 C 0.08% 7,960 US Highway No. 1 North of Edwards Rd 36,200 8 46,076 F 0.02% 0 South of Edwards Rd 36,200 8 51,491 F 0.02% 0 Sunrise Boulevard Midway Rd to Bell Ave 12,510 15 5,735 D 0.12% 6,775 Bell Ave to Edwards Rd 12,510 15 6,431 D 0.12% 6,079 Edwards Road 25th St to Sunrise Blvd 36,200 75 27,719 D 0.21% 8,481 Sunrise to Oleander Ave 36,200 75 23,938 C 0.21% 12,262 Oleander Ave to US 1 36,200 15 16,543 C 0.04% 19,657 Bell Avenue 251h St to Sunrise 12,510 120 10,658 D 0.96% 1,852 Sunrise to Oleander Ave 12,510 30 7,375 D 0.24% 5,135 Page 18 Page 341 of 417 Natalie's Expansion —Traffic Impact Study Table 12 Local Roadway Network & Impact (PM Peak Hour Directional) Roadway PM Peak LOS D Capacity PM Peak Pre- Development* Project Traffic PM Peak Post- Development Conditions PM % Impact Remaining Capacity 2026 Oleander Avenue Midway Rd to Bell Ave 7S0 646 D 2 648 D 0.26% 102 Bell Ave to Edwards Rd 7S0 1,083 F 6 1,089 F 0.8% 0 South 251h Street Midway Rd to Bell Ave 21100 1,834 D 6 1,840 D 0.28% 260 Bell Ave to Edwards Rd 2,100 1,560 D 2 1,562 D 0.09% 538 US Highway No. 1 North of Edwards Rd 2,000 2,342 F 1 2,343 F 0.05% 0 South of Edwards Rd 2,000 2,420 F 1 2,421 F 0.05% 0 Sunrise Boulevard Midway Rd to Bell Ave 540 372 D 1 373 D 0.19% 167 Bell Ave to Edwards Rd 7S0 463 D 1 464 D 0.19% 286 Edwards Road 25th St to Sunrise Blvd 1,630 1,428 D 5 1,433 D 0.31% 197 Sunrise to Oleander Ave 1,630 1,160 C 5 1,165 C 0.31% 465 Oleander Ave to US 1 1,630 796 C 1 797 C 0.06% 833 Bell Avenue 25th St to Sunrise 790 716 D 9 72S D 1.11% 6S Sunrise to Oleander 600 404 D 2 406 D 0.33% 194 Based on the results of this assessment, and as demonstrated in Tables 11 and 12, the certain links within the study area will experience a failing level of service in the project's current 2021 and horizon year of 2026 (US Highway No. 1 and Oleander Avenue). There are no failing links that are considered to be significant having a greater than 1% project impact. Page 19 Page 342 of 417 Natalie's Expansion —Traffic Impact Study Level of Service (Intersections): In order to determine the project's impacts on the intersecting roadways, analysis has been conducted during the time periods that experience the most traffic volumes within any hour of the weekday. The PM Peak Hour Traffic conditions typically experience the highest traffic volumes during the weekday. The Peak Hour Volumes produced by the project as well as the Enter/Exit splits can be found in Tables 7 and 8. The PM Peak Hour (Peak Direction) Volumes were applied to the Trip Assignments for obtaining the PM Peak Hour Movements, which have been derived based upon the distributions and associated turning movements as shown in Figure No. 2. The Pre -Development and Post -Development PM Peak Hour turning movements for the project intersections are depicted in Figures No. 3 through 9. The pre -development volumes are based upon traffic counts taken by Culpepper & Terpening, Inc. and grown by a factor of 5.7% per year to establish the 2026 horizon year analysis along with the addition of committed trips as provided by St. Lucie County Planning & Development Services. The Appendices provide the respective data. Page 20 Page 343 of 417 Natalie's Expansion —Traffic Impact Study 164 1078 296 +0 t4 t4 164 1078 300 40d I L00, 261 +0= 261 MJ 529+2=531 11101. 142+0=142 XXX Existing Traffic (2026)+Committed Trips +XX Natalie's XXX Total Traffic (2026) 17-211 41�� 224+5=229 40�� 387+4=391 258+0=258 4)trolo- 185 653 185 187 658 185 FIGURE: 3 P.M. Peak Hour Turning Moveinents CULRERPER 8e TERPEN I NG INC youth 25th 5t & Hd"•ards Road 2900 SOUTH 25m STREET • FORT PIERCE, FL0FUUA34991 Natalie's Expansion PHONE 772-484-3537 • FAR 772-46VM97 • ww ,*Wgx m STATE OF FLORIDA BOARD OF PROFESSIONAL JOB Nor 17-211 19CAM. NTS DRAWN Or TC I OATS` 2-10-2020 E NGI VEERS All 7HORIZA71 ON NO. 4286 1 Page 21 Page 344 of 417 Natalie's Expansion —Traffic Impact Study 215 227 73 ++0 ±_Q +0 215 227 73 4) 1 L000. 17-211 FDNVARDS RD 220+0=220 MJ 764+4=768 111110. 68+1=69 NONE XXX Existing Traffic (2026)+Committed Trips +XX Natalie's XXX Total Traffic (2026) IL 106+0=106 40�� 727+9=736 45+0=45 4)tr* 71 137 22 +2 +0 +0 73 137 22 FIGURE 4 �ULPEPPER & P.M. Peak Haar Tluning Movements � TERPEN I NG INC S1111rise Blvd�. Edwards Road 200 SOUTH 2MSTREET ■ FORT PIERCE. FLORIDA 34051 Natalie's Expansion PHONE T72-464.3537 ■ FAX 772,464-949T ■ w 41-fing.o= STATE OF FLORI OA BOARD OF PROFESSIONAL JOB N0: 17-211 SCALE NTS ENGINEERS AUTHCMZATI ON NO.428E WAMM BT`. TO I DAIS: 2-10-20 0 Page 22 Page 345 of 417 Natalie's Expansion —Traffic Impact Study 129 275 47 +0 t4 t4 129 275 47 4) 1 ka,101. 17-211 F.DWAR17S Rn 192+0=192 MJ 398+0=398 loollp. 290+4=294 NONE XXX Existing Traffic (2026)+Committed Trips +XX Natalie's XXX Total Traffic (2026) 26+0=26 A*�� 387+0=387 79+1=80 4)troo. 309 378 61 +9 +0 318 378 63 FICTURF. 7 ErCULPEPPER & P.M. Pcak IIour Turning Movements TERPENING INC Oleander Blvd & Edwards Road 2990 SOUTH 25th STREET ■ FORT PIERCE. FLMDA 34991 N atalie' s Expansion PHONE 772-464-.537 • FAX 772-484-0497 • www.cE�ny.00m STATE OF FLORIDA BOARD OF PROFESSIONAL JOB NOc 17-211 SCALE. NTS ENGi NEERS AUTHGRIZATI ON ND. 4286 DRAM ffr TG DAM 2-10-2020 Page 23 Page 346 of 417 Natalie's Expansion —Traffic Impact Study 227 1633 3 +1 +0 +0 228 1633 3 4)lkoo, EDW ARDS RD 134+1=135 NJ 8+0=8 100. 298+1=299 MOEN LEGEND XXX Existing Traffic (2026)+Committed Trips +XX Natalie's XXX Total Traffic (2026) 17-211 Ir 8+4=8 11+0=11 14+0=14 44*)tr* 260 1229 6 +1 +0 t9- 261 1229 6 FIGUR1 I (, CULPEPPER $c P.M. Peak Iloiir T1imn- ig Move111ents i1S HrAy- 1 & Edwards Road TERPENING INC 299D SOUTH 251h STREET • FORT PIERCE. FLORIDA 34991 Natalie's Expa iislon PHONE 772164_M37 . FAX 772-4E4-9497 • w _&. ngmm STATE OF FLORIDA BOARD OF PROFESSIONAL JOB NO: 17-211 —or SCALE NTS ENGI NEERS AUTHORIZATION NO.4288 ORAYM .Tr. DAM 2-10-- Page 24 Page 347 of 417 Natalie's Expansion —Traffic Impact Study 127 421 t() +0 127 421 BELT. AVE. 1❑8+0=108 wj C, G4 L� z F 153+2=155 `' 104 487 ° :a t(3 106 487 LEGEND XXX Existing Traffic (2026)+Committed Trips +XX Natalie's XXX Total Traffic (2026) 17-21I FIGURE 7 CG7PHOPIrE772-464—:1537 CULPEPPER & P.M. Peak Houx Taming Moveincllts TERPEN I NG INC Bell Avc & Oleander Avc SOUTH 25th STREET • FORT PIERCE. FLORIDA 34981 Natalie's FxPansion . FAX 772-4849497 . m .&�ng.mm STATE OF FLORIDA BOARD OF FROFESSiONAL JOB IN& 17-211 SCALE. HTS ENGi NEERS AUTHGRIZATI ON ND. 4286 DfiA1M1 Br T�, DATE: 2-10-2020 Page 25 Page 348 of 417 Natalie's Expansion —Traffic Impact Study 108 123 29 +0 +0 +1 108 123 30 4*j 1 kw000, OMAN BELL AVE 45+0=45 MJ 162+6=168 0011110� 104+0=104 XXX Existing Traffic (2026)+Committed Trips +XX Natalie's XXX Total Traffic (2026) A�llll 49+2=51 40�� 300+ 14= 314 fm 10+2=12 86 113 25 ++0 +0 86 113 26 FIGURE 8 02CULPEPPER & P.M. Peak Hour TutYiiaiLn Movctncnts TERPENING INC Bell Ave �i S�u�risc Blvd 29W SOUTH 25M STREET ■ FORT PIERCE. FLORIDA 34WI Natalie's Expatisi on PHONE T72-4649.537 • FAX 7 2-4. 4-a 97 • w Xt-fing.=n STATE OF FLORIOA BOA RO OF PROFE 5SI ONAL 'D13 HOC 17-211 SCALE, His ENGINEERS AUTHORIZATION NO.4286 DRAYIN BY. TG DATE 2-10-2020 Page 26 Page 349 of 417 Natalie's Expansion —Traffic Impact Study 1334 171 +0 +2 k�� 1334 173 160+ 4=164 1 r 322+11=333 BF.I.I. AVE wt r* w F F �n r1 E- P 669 121 o +4 +5 669 126 LEGEND XXX Existing Traffic (2026)+Committed Trips +XX Natalie s XXX Total Traffic (2026) 17-211 FIGURE 9 CULPEPPER & P.M. Pcak Hotu T1lTllillg Mavclncnts TERPEN ING INC Bell Ave & SOLIth 25th ST 2980 SOUTH 251h STREET • FORT PIERCE. FLORIDA 54981 Nal.alie's Expansion PHONE 772d84-M37 • FAx 772-4849497 • v .&-ang.can STATE OF FLORI DA BOARD OF PROFESSIONAL JOB HOC 17-211 SCALE N7S ENGINEERS ALI7HORIZATION NO.4288 FORAM EIY: 7G DAM 2-10-2020 Page 27 Page 350 of 417 Natalie's Expansion —Traffic Impact Study The level of service for both above referenced intersections were analyzed using the HCS7 Streets Version 7.8 software modeling program for the Pre -development optimized timing and post development conditions based upon the turning movements provided in Figures 3 through 9. The following is a summary of the results of the Levels of Service for each approach and the overall intersection. A detailed analysis of each lane group in a graphical representation of the lane geometry for the each of the studied intersections can be found in the attached Appendix C for the Pre -Development conditions and Appendix D for the Post -Development Conditions. A summary of the intersection capacity is a follows: South 251" Street & Edwards Road P.M. Peak Hour Optimized Timing 2026 Approach Pre -Development Post -Development Northbound C C Southbound D C Eastbound E E Westbound D E Intersection D D Intersection Delay 43.4 Seconds 44.1 Seconds Sunrise Boulevard & Edwards Road P.M. Peak Hour Optimized Timing 2026 Approach Pre -Development Post -Development Northbound C C Southbound C C Eastbound C C Westbound C C Intersection C C Intersection Delay 25.8 Seconds 26A Seconds Oleander Avenue & Edwards Road P.M. Peak Hour Optimized Timing 2026 Approach Pre -Development Post -Development Northbound B B Southbound C C Eastbound C C Westbound C C Intersection C C Intersection Delay 24.1 Seconds 24.6 Seconds Page 28 Page 351 of 417 Natalie's Expansion —Traffic Impact Study US Highway No. 1 & Edwards Road P.M. Peak Hour Optimized Timing 2026 Approach Pre -Development Post -Development Northbound C C Southbound F F Eastbound F F Westbound E E Intersection E E Intersection Delay 65.5 Seconds 65.8 Seconds South 25th Street & Bell Avenue P.M. Peak Hour Optimized Timing 2026 Approach Pre -Development Post -Development Northbound B B Southbound A A Westbound C C Intersection B B Intersection Delay 11.4 Seconds 11.7 Seconds Bell Avenue & Sunrise Boulevard P.M. Peak Hour 2026 2026 Approach Pre -Development Post -Development Northbound C C Southbound C C Eastbound C C Westbound C D Intersection C C Intersection Delay 20.5 Seconds 22.4 Seconds Bell Avenue & Oleander Avenue P.M. Peak Hour 2026 2026 Approach Pre -Development Post -Development Northbound A A Southbound A A Eastbound F F Intersection F F Intersection Delay 123.0 Seconds 126.9 Seconds As provided in the analyses above, the intersections will not fall below the pre -development Level of Service in the post development condition. Page 29 Page 352 of 417 Natalie's Expansion —Traffic Impact Study SUMMARY The traffic impact associated with the development of the Natalie's Orchid Island Juice Company expansion project will not result in the need for any capacity related improvements to the roadway network. In the 2026 horizon year, the majority of the local roadway network will continue to function adequately after the development of the project with the exception of two (2) roadway links that currently experience a failing level of service. The itemized findings of this report are summarized as follows: • The development of the 76,000 square foot facility expansion will result in the generation of 301 Average Daily Trips, 28 AM Peak Hour Trips, and 30 PM Peak Hour Trips for the unvested portion of the proposed development; • The project is the direct result of the procurement of the Department of Economic Opportunity Grant No. G0057 which will provide both sanitary service and transportation enhancement to the study area. The transportation enhancements include the reconstruction and rehabilitation of both DiGiorgio Road and Enterprise Road, both primary access roadways to the project site. • Oleander Avenue from South Market Road to Edwards Road and US Highway No. 1 both north and south of Edwards Road currently experience a failing level of service; • Based on the results of this assessment two roadway links within the study area will experience a failing level of service in the project's current 2021 and horizon year of 2026 (US Highway No. 1 and Oleander Avenue). Neither of these failing links are considered to be significant having a greater than 1% project impact. • The unsignalized intersection of Oleander Avenue and Bell Avenue experiences a failing level of service in both the pre -and post -development condition in the 2026 horizon year. As the project traffic is under 1% of the calculated intersection volume, the impact id considered to be deminimus. Page 30 Page 353 of 417 Natalie's Expansion —Traffic Impact Study REFERENCES 1. State of Florida Department of Transportation, Quality/Level of Service Handbook, 2018. 2. Transportation Engineers, Trip Generation, Tenth Edition, 2017. 3. St. Lucie Transportation Planning Organization (TPO) Traffic Counts and Level of Service Report, Fall 2018. 4. HCS7 Streets Version 7.8, 2019 Highway Capacity Software. Page 31 Page 354 of 417 Natalie's Expansion —Traffic Impact Study Appendix A Traffic Data Page 32 Page 355 of 417 Natalie's Expansion —Traffic Impact Study J = M @ C U. M G Y J9 a OJ U u u U u u u u u u m m p ❑ u U u u u u u U U U S Y w o z f w w � E IO O m m I!1 m O m V1 Ill O N n N N M ❑ m O 7 N a s N N M N o z Cl�i � o ,n 0 0 M 0 a In 0 i. 0 0 M 0 4 oI 4 oI w o a 0 n n 0 v a 0 a In 0 m 0 �o o ❑ Z a o O Y a m � u u u u u u u u u u m m u U u v u u U u u U o u _ y o Z a a d � E rn w m n N n n m m o o ry N N m rn m 7 ca m V n V n V r. V n o In Y m ❑ o n � N M N N M N O Oi � Z _y u o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 � 1p a a Ch V+ a u• O � IfI Ch �+ 7 P In aid o u J a m V y a N o N .. N o N _. N o N 0 N 0 N 0 N 0 N N N N N N N N N N N N N N N ❑ O 1p O O V V ? M Ill l0 N M O O 4 N O O W .^i I� 1� O O�M 01 01 O N Z F O O O O O O O N N N N N N 1p O O m O H ¢ z� I m Sw ID IDm u, v, m y v m o u w a w a> w n w a a a a '¢ a j a ¢ ¢ w u w Y a owe w w a¢ Q a > > n a° a w ° g l7 w �' w } 2 w ❑ [�n7 a K "l ❑ x g a K D > m z a z w w w _ z ¢ z w U ¢ w 7 ¢ W 7 m w VJ C7 w O z w w � w w 7 w O z w ? p w a O Q S ° o w LC O Q m w w w 7 y w w w Z a $ ° w Q W ? w } w } ° i w Q O W m ¢ 3 o w n W} o w a} a a 7 a w w} w a a a w} w E w j } m Q ¢ w ? } o U1 o a w o } ¢ Q ? a Q w } o .g Q a w } ❑ O a Q w a a a u❑ u¢ a Y a a m❑ x a a W l7 C7 j w U ¢ zzd z c�� 4J m a w m w 4J G K IL w C K 5 w } w } S w W ❑ > > > IL w ❑ K f w u O C7 ❑ u Q a a ❑ 4 z 0¢ ¢ ¢ 0 O m E z m 3 m C N ~ ~ ~ m (n m m In N N N N N ~ N N K K K K K K K K~~~ N N Page 33 Page 356 of 417 Natalie's Expansion —Traffic Impact Study G.� 4l N In N m rn In n M W m 7 N N O O O O O O O W O Ill O W O CL O O V] O Ifs O 1O O ° a = Y a O W U U U U U u U U ❑ U Ij ❑ U U LL LL U U Ij a v E ry ry n m l+Wj N o o Obi M a b o N o M vl N O y �J \ l0 N N M N N o M c0 O O0 O m I� m O .�i O m l0 O O lD O O pe O V Ifl N I� lO O 1f1 M IO O b N m O O� M m O M M O Q m O O M O O�In ° Y a = Y O U U U U U U U U LL ❑ V ❑ U U V U U a f a m rn m o N N d v . 0 o � o 0 0 0 0 0 0 0 0 0 0 0 0 1 R `v Ot IA O N O 1!1 N N N N N 01 M �n M lu N a N u n ry M ry N ry N N p1 r m n of m m m r VI R W m , n ~ m . m . . . . m •i ~ !i !i TI rl rl rl rl rl G1 U O O 0 O O O O O O . . O O O O O O O O G d o M 0 M V 0 n lroi lroi w lon uoi w In lroi o m o V uoi lroi w M v o o o 0 Z 0 N N N N NO N I n m T V NO M 7 I, N n N Q Ql"� f N w lN0 w W w M M ry W w w lO W l0 N N 1� n w V O m m m ❑ O ❑ m w Y ❑ w W Y N U Y m J Y d J N Z q ❑ ❑ ❑ 2 Z U Z Y Z m m r ❑ Q 0 m Q m J O M O IN Q f z c Z ❑ z 0 Z O z O F z Z F o w a rn a a 7 c[ ¢ Y w O F w wai ❑ a y " a aN O m 0 � � Z � K O ❑ � G 3 m ❑ Q i O T Z y0 ❑ W �O ° n a m o Z ❑ J ❑ J❑ o a❑ d Z w m t° ❑ ° q a Y d 7 q J m w 3 J a ❑ m to z m m J m m J m U m w G z C7 Z N z w z K F ~ M ut z U lQi O K z O s rn in V J z w O U O w w? w z(m w 4 O a H ¢ 4 ❑ O O In N N 141i ¢ u w ❑ 4 w) w ❑ K U H N O u z 7 u4i a w ❑ E 2 T a m m w > ° W ❑ a ❑ a ❑ a ° W ° a ❑ ❑ n z z z z z ¢ z a z a z q z i° O x Y ¢ m O x Y ¢ m a x 4 w m a W U w m a W U W m Y w U w m r[ w u w m a W u w m a W Y w m w u w m rr W u w m a W U w m w 7 a¢ w m w 7 w mU w z ¢ a o a U a o ¢ U a 0 ¢ U a ¢ U a o ¢ U a 0 ¢ U a 0 ¢ U a 0 ¢ U a o ¢ U w f ¢ n va a c R 4 v o 'a y a � R f i ° O Q V W f ° R C c LL O y u at+ � E R O O w � L L W Y � 3 L x n N O 3 v N In E a o aw R C O G � ❑ �A LL N � y N U O q O Y a m X 6 o y u d O d d p � � lRi L M N O N E ? a R o � � a c n v m a c L o O ❑ n v A c p aL+ _ 3 O ° E N 9 O w a E �' v ? a y v t c aL R q w of Yi m V z 7 4 U 0 O Page 34 Page 357 of 417 Natalie's Expansion —Traffic Impact Study J B LL 1 C ? o 0 0 o a o a o 0 0 0 o a o a a o 0 0 s C S Y 6 N � LL U U U V V U U ❑ ❑ ❑ ❑ U U ❑ U U ❑ U U f a y E b �O U n Q m Ilt N N N 1!I 6l m N O 7 0 Ifl Ill of O b O n O � O M O m O N O O b O m O b O T O O n O O O O � n O O 0 Y a O U u U u U U U U ❑ ❑ ❑ ❑ U ❑ ❑ ❑ u u u ❑ ❑ u V = s a f Q � E W m ca o il+ .n N ry v v n N V V �n v m W In 3coa n 7 n l0 � N N N N 1Il R n OG V V N m m n Vf O U O O O O O O O O ryOj ryOj O S R s L 6 R V n M to N rn N rn N m eo W � O b ry n Vl n O b Ill n w W W Ill n Q InQ O n 4] w 1p 1p n YI j R n n .Wi .Wi W n 1n ti .bi ti ti .y .ni .ni 1p .y W W W . Oi .�i .�i n .mr JO w V Y N O N O N O N N O N O N O N O N O N N O N O N O N N O N O N O N N O N O N O N N O N O N Q n n N ID Q N n n n m l!1 l!1 N n O N z N W ❑ J O m ❑ ❑ v s J Z D m _ m w LL' Q w y s Z ❑ ❑ o c ❑ a w F w = z u a z Y ❑ Uf U 4 aw0 n: U N m W ,.. .. q J w K ❑ y U $ m O _ .Fi � F O f ❑ z ❑ } w z N W m U7 > U1 > o m> F 12< � N w w W o F m ° ❑ G N w O w F z, r ul m ¢ = ❑ 'n o E z ❑ >Ln a a LL W ❑ F �_ i N N In y0 Q J H N w Z .Z. (O d F 6 U Q U a = M M Il1 N Y O F n ¢ U F V1 LO W V �L W N IP N U U E > ID } p of ❑>>>>>> ❑ ❑ ❑ ❑ ❑ w > a w > a w > a w > a w > a w > a w > a a a O ❑ O ❑ ❑ ❑ ❑ ¢ ¢ m m m m m m z z s s z s s a z z zc O O C a a C a OwC a wK a a a K K O N N N N LnN (n o 3 3 3 s 5 g 5 3 5 3 5 3 5 g F }} a a a a a a w a ¢ ❑ ¢ ❑ ¢ ❑ w ❑ w ❑ w ❑ w ❑ w ❑ w ❑ w ❑ w ❑ w ❑ w ❑ w w w w w w w w w w I¢L Page 35 Page 358 of 417 Natalie's Expansion —Traffic Impact Study U � n I[l Ol m 'o ❑ m o M ry .rvy n o n .i ul In I!1 m n V N IIf m n m N o P In n M o In O rn m ❑ @ @ ❑ m m M m �+l V IIl N M 1!1 N M ❑ m In Ol P o 6l c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z z z z G Y @ @ a u o u U U❑❑❑ ❑❑ ❑❑ U❑ o U U U U❑ u u Y a o z z 0 z z ay = n IA ❑ O N N N N T O1 Ol O tD ❑ ❑ m IA 1!1 ❑ O� 6� 7 z Z Z z U \ P T P m @ ❑ O� M P m � � I!1 n n Ol N m m M m m 6l O r ❑ m @ ❑ M 1Il M M ❑ m n O O O O O O O O O O O O O O O O O z Z z z O Y a N O ❑ 6 ❑ V V U ❑ ❑ ❑ ❑ ❑ ❑ U V ❑ m ❑ V V V ❑ V V = O O y z z z z a a .� 01 ❑ Ill N Ol m m m 61 I� ❑ ❑ N p Of Ol ❑ Of al c n M a a a a m 10m m m N N p n n n O o O 0 O O V V V1 a rn Y� a m @ u n n n n Y'1 n n n m M N = @ � . . . n � m m .v P P n .i ...n- .v N JO U Y N O N O N O N . N . N N O N O N . N N Q N O N O N . N . N N Q N O N O N Q N O N N Q N O N F ❑ n o oQ a � m N o L� 0 o 0 n o o Qo o N N o o 0 0 0 0 b 0 QN n n N m N M n M n M O O O N P N m N z W p N n N N 01 Ol Q li 1 Ifl M P ti ti P M N N a P f❑ d Yi f N Of l0 N � rn N N P rn 0] m M M P N P N O 1(l O Ifl O Ifl P Q rn 4 lY w p V' m pQp P m pQp P m d P rn P P m P of � o wpm ❑ ❑ � it a ❑ F Q W > j ❑ V d m ❑ ❑ C w W Y �' 4 d d J K w w > w Q ❑w 4 z Q z m ❑ ❑ s } = ❑ K p W W w w ❑ l7 y 2' 4 w N z ¢ K w g N Z ¢ w ¢ o w d > j m ❑ z ❑ 0 O O ❑ W f o Ln Y O+ a d d F ti = ❑ .Z. Y � ❑ m LL Y O u w o V d o � In Z S yo N 2 2 W 7 d � J ;' O ❑ W W O Q E ❑ C 7 ? d W > W ❑ K O Y Y ❑ W. �-1 d z m w G o w M Z ¢ s 'a w W = w a Lnw w w d ¢ z m O u ❑ z m =n z r. z ❑ w ate+ g a w w g w Ill K F w w � ❑ z In ID E z 3 Y > > > w > w > w > w > w > w > w > w > w 7 m w w w w d w 4 rL w d a d n d a ¢ d d K q m w q m w d c w 7 d 7 d 7 ¢ > d > 4 > d > d 7 d 7 d > d _ ❑ a ❑ a w ❑ a w ❑ a w ❑ Q W ❑ a W ❑ a ❑ a ❑ a ❑ a w l7 z w z w l7 z w l7 z w l7 z w C7 z w l7 z w z w [7 z w C7 z w❑❑❑❑ W❑❑ Y J J o❑ w w w w w w w w w w¢ d¢ K K a K d tl' a¢ K K d CC d K a K 0 0 0 0 0 0 0 0J 0 0 0 0 0 00, 0 0 0 0 0 0 0 Page 36 Page 359 of 417 Natalie's Expansion —Traffic Impact Study ui �n V n n n m m m .o r. m Iqm m m > ❑ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .Q a = Y 1 N O u u U u U U U u U u u❑❑❑❑❑❑❑❑ u u u u u f E m m m M rn rn in in in �n �n v in in in a a IO e IO �n 10 O a V V W > v c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O Y a = s Y1 O u u11 u u u u u u❑❑❑❑❑❑❑❑ u u u u u a E 0 ,�' _ 7 V o 0 N 0 O O o O a ❑ 0 ❑ 0 O 0 O 0 0 M 0 M 0 M 0 M ❑ M o O ❑ O 0 O 0 O 0 ❑ Y i R d IA R V .na O .n-� M N O O O N O N O N O N Uh N U� 10kq10UD10 10 O O N N N n n n n n n n n n n n n n n n n n n rn rn n n n ry N N N N ry N N N N N N N N N N N N N N N F ¢ ❑ O W O O W O . O O W b ❑O ❑ O ut ❑ O W O N ❑ O W O O Ut O O ut ❑ O ❑ b O ❑ b O ❑ b O ❑ O O Ui b O O O W O O ut O O ut Q M M M M M M V M M M N N m N O M O M .. N M N N N . N N . N . N M M N N N Q � w rn M a m a a rn M rn a m rn a rn a m a rn M A rn rn rn rn w m C O 9 W � ❑ ❑ K � � � � � w W w w O w s F LL ❑ z O : g H z Y Ln W ?1 z ¢ N S Y Q Q W u rii ¢ � 7 ¢ o S O l7 W ❑ V z Q � W 4 ¢ ¢ � .¢. ¢ Q Q Qi Q zirc G o w o p $ m o ❑ � o � W � ❑ W E K ❑ z G W �' C C to e¢� .l. Q 4 W G 4 Q Q 7 ❑ ON W Q ¢ p f ¢ LLO H Y O w 2 w w w z > z ¢ l70 QJ s U Z w m w ¢ w ❑ w ¢ ¢ K Y U1 W f LL W V N 7 O l7 ❑ UO ¢ ¢ ¢ UI ¢ O Q N E z m a 0 to in to M to to to U1 U1 UI U1 U1 U1 U1 UI VI N U1 VI U1 a a Page 37 Page 360 of 417 Natalie's Expansion —Traffic Impact Study Edwards & 25th PM Groups Printed- Unshifted From East From South File Name : untitied17 Site Code : 00000001 Start Date : 12/04/2019 Page No : 1 From West T'7eH 04:15 PM 28 139 66 ; 42 86 351 58 110 30, 12 81 32 719 0430 PM 41 153 39 34 85 36 37 117 14 21 97 41 715 04:45 PM 25 162 65 36— 56 31 33 120 28 22 84 40 702y Total 115 579 229 164 306 139 . 172 450 104 1 — 72 338 - _ 152 2820 05:00 PM 32 199 55 33 77 52 21 93 291 22 102 541 759 05 15 PM 30 188 49 47 62 46 39 118 37 26 95 51 788 05:30 PM 27 191 40 43 77 36 33 117 38 I 31 88 42 I 763- 05:45 PM 26 139 55 38 55 36i 36 122 34 20 72 151 653 Total 115 717 199; 161 271 170. 131 450 1381 99 357 1651, 2973 Grand Total 230 1296 4281 325 577 309; 303 900 242I, 171 695 317 5793 Apprch % 11.8 66.3 21.9'; 26.8 47,6 25.5; 21,0 52,3 16.7' 14.5 58.7 26.6 Total°/ 4.0 22.4 7.4 5.6 10,0 5-3 5.2 15.5 4.2 3.0 12.0 55 g I "' g Thru Left "pp Ri ht Thtu Lefl ,vpp. R' ht I Thru Left 'PP _ m[, Start Time Right Thry Left'. l Ri_ht __ , T°tal g _� Totai' i9 I Total' Total Total I,_ _ _ Peak Hour From 04 00 PM to 05:45 PM - Peak 1 of 1 Intersection 04.45 PM Volume 114 74C 2D9 1063 159 272 165 5951 126 445 132 706�1 101 369 187 657 3022 Percent 10.7 69.6 197 26.7 45.6 27,7 17.8 63.5 1B7 15.4 56.2 26.5 05:15 volu30 188 49 267 47 62 46 15511 39 118 37 194 26 95 51 172' 788 me Peak Factor 0.959 High lot. 05:00 PM D5:00 PM 105,15 PM 05.00 PM Volume 32 199 55 286 33 77 52 162� 39 116 37 194 22 102 54 178 Peak Factor 0.929 0.920 1 0.910 0.9z3 5;4S (2oZ6 VoLUKtGs) G,2aw� % 1vA xX LS 1 2 M _ MA t�o�tct kX +0 +L 4` 24 1 4- +0 _1R6 22I 1 o + 3 z+ �J 515 +lo +y 91L40+0-r2, I $. I��i fo2S I �-S ! 1 [ 40 344(+6+Z = 8 230 4+0 6 Page 38 Page 361 of 417 Natalie's Expansion -Traffic Impact Study Edwards Road @ Sunrise PM File Name : untitled20 Site Code : 00000002 Start Date : 12/05/2019 Page No :1 Groups Printed- Unshifted From North _ i _ From East From South 1 _ _ From West Start Ti Ri ht Thru Left Right' Thru Left Right Thru' Left_ R�hfl Thru' Left int.Total Factor ' 1330 11 _ 118 1 i 117 115 114 04:00 PM 45 _ 34 1� _ 1108 8 47 397 29 8 1102 33 406 04:30 PM 4 g 7 131 2 1 25 12 i 16 123 26 411 04.45 PM _ 23 44 11 24 100 5 4 23 10 1 12 135 33 424 Total 113 139 57 57 438 19 1 17 _ .. _ _ 89 37 50 483 139 1638 05:00 PM 40 31 13 19 130 8 3 33 9 9 124 36 455 05:15 PM 45 52 12. 19 138 7 2 21 16 '.. 12 115 39 478 05.30 PM 36 33 16 14 143 6 3 20 12 9 168 441 504 05:45 PM 19 21 9 19 133 1 1 2 10 8 19 126 35 ' 402 Total 140 137 50 71 544 22 1 10 84 45 49 533 1541 1839 Grand Total 253 276 107 128 982 41 27 173 82 j 99 1016 293 3477 Apprch % 39.8 434 16.8 11.1 85,3 3.6 9.6 61,3 29.1 7.0 722 20.8' Total % 7.3 7.9 3-1 3.7 28.2 1.2 0.8 5.0 2.4 2.8 29.2 8.4 j From North From East From South From West Start Time Right Thru' Left App Right; Thru Left APPTRightj Thru Leftl App Rightl, Thru Lett APP Int, Total _ _ _ f _ Total _ _ Total Total : Total Peak Hour From 04:00 PM to 05.45 PM - Peak 1 of 1 -� Intersection 04:45 PM Volume 144 160 52 356 76 511 26 613 12 97 47 156 42 542 152 736 18fi1 Percent 40.4 44,9 14,6 124 B3.4 4.2 7.7 622 30.1 5.7 73.6 20.7 V05me 36 33 16 85 14 143 6 183 3 20 12 351 9 168 44 221 504 Peak Factor 0 923 High Int. 05:15 PM 05:15 PM 05:00 PM 05:30 PM Volume 45 52 12 109 19 138 7 164 3 33 9 45 9 168 44 221 Peak Factor 1 .B17 0.934 I 0-867 0.833 ZOZ(o VDI�.UW� r' % SLt,owA,-kk Z a 22.3 �3 Ml14"6UA--X( O a ZIZ4 ${0 ►. 2Z L3�"' �0�0 �C>a0 lD(o t $--- Q - �b +ly �Z� Page 39 Page 362 of 417 Natalie's Expansion —Traffic Impact Study Edwards Road @ Oleander PM File Name : untitled22 Site Code : 00000003 Start Date : 12/11/2019 Page No : 1 Groups Printed- Unshifted From North -�_ From East From South From West 04:00 PM 21 44 10 5 72 10 i a 46 43 48 62 29 1 398 04:15 PM 13 62 10 5 72 9 l 10 78 32 l 41 76 26 , 434 04:30 PM 18 46 10 6 79 191 11 60 441 49 76 29 447 34:45 76 140 PM 24 44 10 2 68 11 IL_.- _..13 80 72 ' 50 _ _ _ 71 _ 33 478 Total18 291 49 _ 42 264 191 1--�� 188- 285 1171- 1757 05:00 PM 21 58 8 i 5 59 15 I 11 72 50 49 69 45 462 05:15 PM P3 49 6 6 66 12 9 59 5559 66 27 437 05:30 PM 10 68 5 3 97 11'. 8 58 49' 58 55 19 441 05:45 PM 33 41 7 2 56 B 5 53 3444 72 30 385 Total 87 216 2616 278 46', 33 242 188' 210 262 121''. 1725 Grand Total 163 412 66' 34 569 9575 506 379 398 547 238 3482 Apprch % 25,4 64.3 10.3 4.9 81.5 13.6 7.8 527 39.5 33,6 462 20,1 Total% 4.7 11,8 1.9 1.0 16,3 2.7', 2.2 14,5 10.9 11,4 15,7 681 From North From East From South From West APP Al Thru Left Total Right Thru LeApp k j APP' Ina. Start Time Right Thru, - Left. Total_ Right Thru Left Total R�9ht - - t -_ _ �- Totali Total ak Hour From 04 00 PM to 05 45 PM - Peak 1 of 1 Intersection 04.30 PM Volume 86 197 34 317 19 272 57 348 44 271 221 536, 207 282 134 623 1824 Percent 27.1 62.1 10.7 5.5 78.2 16.4 82 50.6 412 33,2 45,3 21,5 0445 Volume 24 44 10 78 2 68 11 81 13 80 72 165 50 71 33 154 'i 478 Peak Factor, 0.954 High Int, 05:00 PM 04:30 PM 04:45 PM 05.00 PM Volume 21 5B 8 87 6 79 19 104 i 13 80 72 165 49 59 45 163 Peak Factor 0 911 0.937 0 812 0956. 202-4, VOr_ulticC6 6,74/0 SL-AotJA - kk 12� 2�0 O� MA,4"otla -kX 5 4-O 4C f��+3+Z a 19Z 12� zb�o+o 3 q 3 4- 3�8 2 gq + I 0 Q ?11 61 30�3 3�8 b I +o o �aoaa Page 40 Page 363 of 417 Natalie's Expansion -Traffic Impact Study From North 04 15 PM 41 268 04 30 PM 39 286 05 00 PM 41 283 05:15 PM 47 308 05:30 PM 37 259 05'.45 PM 34 253 Total 159 1103 Grand Total 308 2257 Apprch % 12.0 87.8 Total % 5.8 42-4 Edwards Road @ US 1 PM Groups Printed- Unshifted From East l From South 1 1 0 61 1 0 1 7 2 0 2 3i 2! 18 5 _.._. 1 1 4 4j 1 4 3 31 0 0 1 1: 0 3 1 3 2 8 9 11 i 7 0.3 15 27,3 11 201.0 29 527 0-1 03 0,2 0.5 1 0 232 401 67 2 188 37 ; 43 1 193 40 ���52 4 821 162 I 222 2 244 52 61 1 206 42 48 0 238 50 51 0 169 54 56 3 857 10 218 7 1678 360; 440 0.3 82.1 17-6 ! 67.0 0.1 31.5 6.8 8.3 File Name : untitled29 Site Code : 00000004 Start Date : 12/12/2019 Page No : 1 1.0 1 1.0 1.0 0 43 0 685 1 29 0 686 0 18 0 620 4 26 0 676 5 118 _-- 01 2667 0 23 0 ; 716 0 19 4 686 2 24 1 664 0 21 0, 596 2 87 5 2662 7 205 5 5329 1.1 311 0.8 0.1 3.8 0.1 From North_ _ _ From East I From South From West Start Time' Right Thru Left APp� Thru Left p pp' I Right Thru Left'' ApP 'Right Thru % Left { Peds APP Int. Total 1 Total ; Total _ l _Total Total leak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 04:45 PM Volume 159 1171 2 1332 6 8 10 24 4 881 184 1069'. 212 6 94 5 317i 2742 Percent 11.9 87.9 0.2 25.0 33-3 417 0.4 82.4 17.2 j 66.9 1.9 29.7 1.6 Volume 41 283 1 325 1 4 4 9 2 244 52 298 I 61 0 23 0 84 ! 716 Peak Factor 0.957 High Int. 05:15 PM 05:15 PM 11 05:00 PM 04.45 PM Volume 47 308 1 3561 4 3 3 10 2 244 52 298 52 4 28 0 84 Peak Factor 0-935 0-600 0.897 0-943 Z b2/o V oLuM k @ 5,7'd/D J�33 3 � Sa-iA - ), ZZ2 0 0 �I 4 O 2 t633' 3 4O t0 /-40-*4\rc�+c> _ 9 S 2�6 25�- i2Zq b 1 0 b Page 41 Page 364 of 417 Natalie's Expansion —Traffic Impact Study Bell Ave @ Oleander PM Printed- Unshifled From South File Name : untitled22 Site Code : 00000007 Start Date : 12/19/2019 Page No : 1 From West 31 89 73 11 33 31, 268 04 15 PM 14 70 100 17 34 15 250 20 78 66 25 19 21 249 04,45 PM 24 651 90 20 23 10 232 Total- -- 89 302 , 349 73 109 77 999 05.00 PM 25 78 62 26 ' 27 14 232 05:15 PM 25 97 1, 81 24 24 17 268 05.30 PM 26 65 69 12 19 16 207 05,45 PM 15 48 42 14 15 18 152 Total 91 2881 254 76 85 65 859 Grand Total 180 590 613 149 194 142 . 1858 Apprch % 23A 76.6 80.2 19.8 57.7 42.3 Total % 9.7 31.8 32.5 so 10A 7.6 From North From South From West ne Right ThruI App. Total Thru Left I App. Total Right Left App. Total t. T Inotal Interssdion 04:00 PM Volume 89 302 391! 349 73 422 109 77 186 999 Percent 22.8 77.2 82.7 17.3 58,5 41,4 04 00 Volume 31 89 120 73 11 84 33 31 64 268 Peak Factor 0.932 High Int. 04:00 PM 04:15 PM 1 04:00 PM Volume 31 89 1201 100 17 117 33 31 64 Peak Factor dlo 0.8151 0,902 0,727 . ZOL6 VOLVi EI , @. S, V �2i SC-Lcf,A kx + 1 0 D21 153 IDS, y 8� IoZ V 0 k � Page 42 Page 365 of 417 Natalie's Expansion —Traffic Impact Study Bell Ave @ Sunrise Blvd PM Groups Printed- Unshifted From 04:15 PM 16 25 9 11 40 04:30 PM 22 19 fi 9 38 04:45 PM 11 23 5 7 42 Total 67 95 27 1 37 158 05:00 PM 29 20 9 7 86 05:15 PM 21 22 4 13 45 05:30 PM 17 28 1 8 52 05:45 PM 7 17 6 6 47 Total 74 87 20 34 210 Grand Total 141 182 47 71 368 Apprch % 38.1 49.2 12.7 1" 82-0 Total % 9,2 11.9 3.1 4.6 24.0 File Name : untitled20 Site Code : 00000006 Start Date : 12118/2019 Page No : 1 1 5 16 181 12 23 6 180 1: 0 15 11 17 27 14 179 1 3 2 WuB- 27 11 13 43 _ 3 188 79 521 53 125 32 736 2 2 13 10 21 28 3 210 3 3 22 11 19 30 7 200 2 0 6 7 22 21 18 20 14 19 24 31 6 10 19B 191 7 18 78 59 73 113 26{ 799 10 26 157 111 126 238 581 1535 2.2 B.B 53.4 37.8 29.9 56.4 13.7 0.7 1.7 10.2 7.2 , 82 15-5 38 I From North From East I From South From West Start Time Right Thru Left PP Total _ Right ,i Thru Left Right I I Thru Left 3 App Right Thru Left App. Int. Total Total Total Total tak Hour From 0400 PM to 05:45 PM - Peak 1 of 1 Intersection 05:00 PM I Volume 74 87 20 181 34 210 7 251- 18 78 59 15511 73 113 25 212 799 Percent 40-9 48.1 11.0 13,5 83.7 2.8 , 11.6 50.3 38.1 34-4 53.3 12.3 0500 29 20 9 58 Volume 7 68 2 75; 2 13 10 25 21 26 3 52 210 Peak Factor 0.951 High Int. 05:00 PM 05:00 PM 05:45 PM 05'45 PM Volume 29 20 9 58 7 65 2 75�. 7 21 20 48 19 31 10 60 Peak Factor 0.780 0-837 0.807 0.883 2D2(::, \)OLOH6;S e 6r3004 10-S W 29 SL�bmlA kk O 0 0 MA41-iouk -Xk + s z. 4- -4 C) 162 r14 loZ +Z�.o aj Za3+ 6 to 104040 Page 43 Page 366 of 417 Natalie's Expansion —Traffic Impact Study 04:00 PM 04:15 PM 04 30 PM __..04A5 PM Totai 05:00 PM 05 15 PM 05:30 PM 05 45 PM Total Grand Total Apprch % Total % Bell Ave @ 25th Street PM Groups Printed- Unshifted From North ThrU7 Left 1.0 1.0 148 18 194 25 152 33 208 28 702 104 227 32 255 26 247 31 181 26 910 115 1512 219 88.0 12.0 45.4 6.2 File Name : untitledl7 Site Code : 00000005 Start Date : 12/17/2019 Page No :1 An 24 27 22 28 60 41 1 29 20 15 131 128 i 118 92 178 ! 91 486 27 69 26 108 22 73 25 112 35 45 14 120 26 401 14 113 110 227 81 453'-, 202 406 172 9391I 33,3 66.7 15,5 84.5 5.7 11.4 4.8 26.5 431 420 432 1653 491 513 492 400 1896 3549 From North — $t8rt Time _ Thru i eT App. Total From From South Right Leftsl Al Total Right TM. Total � Int. Total Peak Hour From 04:D0 PM to 05.45 PM -Peak 1 of 1 _ Intersection 04:45 PM ij Volume 937 117 10541 106 228 334 82 458 540 1928 Percent 88.9 111 317 68.3 15.2 84.8 05.15 Volume 255 26 281 22 73 95 25 112 137 513 Peak Factor High Int. 05:15 PM 0500 PM 05,15 PM 0.940 Volume 255 26 281 27 69 96 25 112 137 i Peak Factor 0.938 I 0.870 0 985 2-N_ V0L0MOS e 6,70/0 flA -kk i3o� 163 Mr14wauA, +I +b o 4-Z 1334) 148 +,r -1 2 31S4 q ,3R 1 1 ! �{ +30 + O a r- Page 44 Page 367 of 417 Natalie's Expansion -Traffic Impact Study FORT PIERC F City of Fort Pierce Engineering Department Intersection Timing Sheet Name US-1 at Edwards Road Part I Actuated Timing Information Non -coordinated Operation Phase 1 2 3 4 5 5 7 a Approach NBLT SB EBLT WB SBLT NB WELT EB Initial 8 15 5 8 8 15 5 8 Passage 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Maxi 15.0 45.0 20.0 30.0 15.0 45.0 15.0 30.0 Yellow 4.4 4.4 4.0 3.7 4.4 4.4 3.7 4.0 Red 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Walk 7.0 5.0 Ped Clear 21.0 27.0 Recall Min Min LT Type I Prot+Perm I Prot+Perm Prot+Perm Prot+Perm Part If Coordinated Timing Information Pattern Tables PHASE 1 2 3 4 5 6 7 8 Cycle Offset Spilt Pattern 1 17 68 25 20 17 68 15 30 130 47 Split Pattern 2 17 68 is 30 15 70 15 30 130 82 Split Pattern 3 25 85 25 15 15 90 15 25 150 59 Split Pattern 4 15 53 14 38 15 53 14 38 120 32 Split Pattern 5 17 68 25 20 15 70 15 30 130 82 Split Pattern 6 25 85 25 15 15 90 15 25 140 59 Schedule Implementation Schedule Notes Day Plan 1 (WEEKDAYS) Day Plan 2 (WEEKENDS) Day Plan 3 (Special) Start End Split Start End Split 0:00 6:30 100 0:00 8:00 100 6130 900 1 8.00 10:00 4 9:00 11:00 2 10:00 18:00 5 11:00 15:00 6 18:00 20:00 4 15:00 18:30 3 20:00 0.00 100 18:30 21:00 4 21:00 0:00 100 Part III Notes and Comments 1. Installed new system and signal timing by AECOM (FDOT Petiming Contract C9O28; FM 230017 7 32 01) Page 45 Page 368 of 417 Natalie's Expansion -Traffic Impact Study DB Editor Report St. Lucie County EM31°VOLITE 00004 - 25TH ST@ EDWARDS RD - - Econolite Type - Cobalt Controller Timing Plan (MM) 2-1 Plan 1 - " Page I of I Phase 1 2 3 4 5 6 17 18 9 10 11 12 13 14 15 16 Direction N-L S-T E-L W-T S-L N-T W-L JEJ N N N N N N N N Min Green 7 10 7 12 7 10 7 12 7 10 7 12 7 10 7 12 Bk Min Green 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 CS Min Green 0 0 0 0 0 0 0 0 0 0 0 0 ❑ D 0 0 Delay Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Walk 0 7 10 17 0 7 0 7 10 17 0 7 0 7 0 17 Waik2 0 0 0 0 0 0 0 0 0 0 0 0 IC 10 0 ❑ Walk Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Clear 0 30 0 30 0 30 10 30 0 30 0 28 0 24 0 29 Ped Clear 2 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 Ped Clear Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped CO 10 0 In 10 0 0 0 0 10 10 0 0 0 0 0 ❑ Vehicle Ext 3.0 5.0 140 13,0 3.0 5.0 3.0 3.0 3.0 5.0 3.0 13.0 3.0 5.0 3.0 3.0 Vehicle Ext 2 0.0 0,0 0.0 10,0 0-0 0.0 0.0 0.0 0-0 0.0 0.0 0.0 0.0 lo.o 0.0 0.0 Max1 15 50 15 40 30 50 15 40 15 50 15 40 30 50 15 40 Max2 40 40 40 40 40 40 140 40 40 40 40 40 40 40 40 40 Max3 0 0 0 0 0 0 10 0 0 0 0 0 o 0 0 0 DYM Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dym Step 0.0 0.0 0.0 0.0 0.0 0-0 0.0 0.0 10.0 0.0 IQ.G 0.0 0.0 0.0 0.0 0.0 Yellow 50 5.0 4.0 4.0 5.0 5.0 4.0 4.0 5.0 15.0 4_D 4.0 5.0 5.0 4.0 14.0 Red Clear 110 3.0 130 30 3.0 30 3-0 3.0 3.0 3.0 3.0 3.0 13.0 13.0 3.0 13.0 Red Max ) 0 0,0 10.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0, 0 0.0 0-0 0.0 0.0 0.0 Red Revert 2.0 2.0 2.0 20 2.0 2.0 2.0 2-0 2.0 2.0 2,0 2.0 2.0 2.0 2.0 2.0 Act B4 0 0 0 0 0 10 10 0 0 0 0 0 0 0 0 0 Sec/Act ) 0 0.0 0.0 0.0 0-0 0 0 0.0 0.0 0.0 0.0 C,0 0.0 0.0 0.0 0.0 0.0 Max Int 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Time B4 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 0 Wt 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 TDuc 00 00 0.0 00 0.0 00 0.0 0.0 00 00 0.00.0 0.0 0.0 0.0 0.0 educ L 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gap 0.0 0.0 0.0 0.00.0 0,0 0.0 0.0 0.0 0.0 0.0 rh v4 file :///C: /Users/SpataroA/AppD ata/Roaming/Econolite/Prints/4548/PrintAll. html 4/2 012020 Page 46 Page 369 of 417 Natalie's Expansion -Traffic Impact Study DB Editor Report Page 1 of 1 5t. Lucie County ECIDIVOL.ITEF 00003 - 25TH ST @ BELL AVE - - Econolite Type - Cobalt Controller Timing Plan (MMi) 2-1 Plan 1 " Phase 1 2 3 14 5 6 7 8 9 10 11 12 13 14 15 16 Direction N-L S-T E-L W-T S-L N-T W-L E-T N N N N N N N N Min Green 7 0 7 7 7 0 0 5 5 5 5 5 5 5 5 i Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CS Min Green 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 0 Delay Green 10 C 0 0 0 10 10 0 0 0 0 10 10 0 0 0 Walk 10 0 0 10 0 10 0 0 0 10 0 10 0 Ila 0 10 Walk2 17 0 10 10 0 0 0 0 0 10 0 0 0 10 0 0 Walk Max 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 Ped Clear 0 C 0 22 0 24 0 0 0 116 0 16 0 16 0 16 Ped Clear 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Clear Max 0 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 Ped CO 0 0 0 0 0 10 0 0 ❑ 0 0 0 0 0 0 0 Vehicle Ext 150 5.0 0.0 7.0 4.0 4.0 0.0 0-0 5.0 5.0 5.0 5.0 5.0 15.0 5.0 50 Vehicle Ext 2 100 0.0 10,0 10,10 0.0 0.0 0.0 0.0 0.0 0.000 0.0 00 0.0 0.0 0.0 Max1 110 60 0 20 10 60 0 0 35 35 35 35 35 35 35 35 Max2 0 0 0 0 0 0 0 0 40 40 40 40 140 40 40 40 Max3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DYM Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dym Step 0.0 0.0 C.0 0.0 0.0 0.0 10,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 10.0 Yellow 4.0 4.0 0.0 4.0 40 40 0-0 0.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Red Clear 1.0 1.0 10,0 11.0 1,0 1.0 0.0 0.0 11,0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Red Max 10.0 0.0 0.0 0.0 0,0 0.0 0-0 ao 0,0 10.0 0.0 0.0 0.0 0.0 00 0-0 Red Revert 2.0 2,0 00 2.0 0,0 2.0 0.0 0.0 2,0 2.0 120 2.0 2.0 2.0 2.0 2.0 Act 34 0 0 0 0 0 0 0 0 0 0 0 10 10 0 0 0 See/Act 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 00 0.0 .0 0-0 0.0 100 0.0 0.0 Max Inl 0 0 0 0 0 10 0 0 0 0 0 0 0 10 10 Time 1 0 0 0 0 0 0 10 0 0 00 0 0 0 0 0 Cars Wt 0 0 10 10 0 0 0 0 0 0 0 0 0 0 0 0 STPTDuc 0.0 0,0 Go 0-0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ) 0 0.0 TTReduc 0 0 0 0 0 0 ❑ 0 0 0 0 0 C 0 0 0 Min Gap 10.0 00 100 " 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 file:!//C:lUsers/SpataroA/AppData/Roaming/Ec onotite/Printsl2836/PrintAll.html 4/20/2020 Page 47 Page 370 of 417 Natalie's Expansion -Traffic Impact Study DB Editor Report St. Lucie County 00011 - EDWARDS RE) @ OLEANDER AVE - - Econclite Type - Cobalt Controller Timing Plan (MM) 2.1 Plan 1 - " Page 1 of 1 Phase 1 2 3 4 5 6 17 18 9 10 11 12 13 14 15 16 Direction N-L S-T E-L W-T S-L N-T W-L E-T N N N N N N N N Min Green 8 10 6 10 8 10 6 10 5 5 5 5 5 5 5 5 Bk Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CS Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 Delay Green 10 0 0 0 0 0 0 0 10 la 0 0 0 0 10 10 Walk 0 0 0 0 0 7 ❑ 7 0 10 0 10 10 10 0 10 Walk2 0 0 0 0 0 10 10 0 0 0 0 0 0 0 0 0 Walk Max 0 0 0 0 0 10 10 0 0 ❑ D 0 0 0 0 0 Ped Clear 0 0 0 0 0 15 ❑ 19 0 16 0 16 0 16 0 16 Ped Clear 2 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 Ped Clear Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped CO 0 D 0 0 0 0 0 0 0 10 10 0 10 10 0 0 Vehicle Ext 3,0 3.0 3.0 1.0 3.0 3.0 3.0 4.0 5.0 60 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Ext 2 ) 0 0.0 0-0 " 0.0 0.0 100 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 Maxl 10 30 10 30 10 30 10 30 35 35 35 35 35 35 35 35 Max2 0 0 0 0 0 0 0 0 40 40 40 40 40 0 40 40 Max3 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 0 DYM Max 10 0 10 10 0 0 0 0 0 0 0 0 0 0 0 10 Dym Step 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 10.0 10.0 0.0 0.0 0.0 0.0 0.0 Yellow .0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3,0 3,0 3.0 3.0 3-0 30 3-0 3.0 Red Clear 3.0 3.0 3.0 3A 3.0 3.0 3.0 3.0 1.0 1.0 1.0 1.0 1.0 11.0 1.0 1.0 Red Max 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 Red Revert 2.0 2.0 0.0 2.0 0.0 2.0 0.0 0.0 2,0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Act B4 0 0 0 0 ❑ 10 0 0 0 a 0 0 0 0 0 0 SeclAct 0.0 0.0 10.0 100 0.0 0.0 1Q.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Int 0 0 0 0 0 0 0 ❑ 10 10 10 10 0 0 0 Time B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cars Wt 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 STPTDuc 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 TTReduc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ❑ Min Gap 0.0 0,0 0.0 00 DID 0-0 00 DO 00 0.0 0.0 0.0 0.0 10.0 0.0 0.0 D I n U Se- file:llIC:lUsers/SpataroAlAppData/Roaming/Eeonol itelPrintsl50761PrintAlLh tml 4/20/2020 Page 48 Page 371 of 417 Natalie's Expansion -Traffic Impact Study .. .. P, I L - - - - - Page 1 of 1 St. Lucie County 0 lECC71VOLIT'L 00013 - EDWARDS RD @ SUNRISE BLVD - - Econolite Type - Cobalt Control lerTimin9 Plan (MM) 2-1 Plan 1 - "" Phase 1 2 3 14 5 6 7 a 9 10 Ill 12 13 14 15 16 Direction N-L S-T Ill IW-T S-L N-T W-L E-T N N N N N N N N Min Green 7 7 7 7 7 7 7 17 5 5 15 5 5 5 5 5 Bk Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 jo CS Min Green Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Walk 0 7 0 7 0 7 0 7 0 10 0 10 0 10 0 10 Walk2 0 0 0 a 0 0 0 0 0 jo 0 0 0 0 0 lo Walk Max 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 Ped Clear 0 16 0 16 0 16 10 16 0 16 0 16 0 16 0 16 Ped Clear 2 0 0 0 0 0 a 0 0 0 a 0 0 0 a 0 0 Ped Clear Max 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 Ped CO 10 0 0 0 0 a 0 0 0 0 0 0 0 0 10 Vehicle Ext 4.0 6.0 4.0 4.0 4.0 6.0 4.0 14.0 5.0 16.0 5.0 5.0 5.0 50 5.0 5.0 Vehicle Ext 2 00 0.0 10.0 10.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Maxl 12 35 12 30 12 35 112 30 35 35 35 35 35 35 35 35 Max2 0 0 0 0 0 0 JO 0 40 40 40 40 40 40 40 40 Max3 0 0 0 0 0 0 jo 0 0 0 0 0 0 0 0 0 DYM Max 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 Dym Step 10.0 0.0 0.0 0,0 0.0 00 0-0 00 00 0-0 0,0 0.0 00 10.0 0.0 0.0 Yellow 4.0 4.0 4.0 4.0 4.0 VO 4.0 140 3.0 3.0 3.0 3.0 3.0 130 3.0 3.0 Red Clear 3.0 3.0 13,0 110 3.0 3 0 3.0 3.0 1.0 1.0 1.0 1.0 1 0 1.0 1.0 1.0 Red Max 0.0 0.0 0.0 ) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red Revert .0 2.0 0.0 2,0 0.0 2 0 0.0 0.0 2.0 2.0 2.0 20 2.0 2.0 2.0 2.0 Act 64 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sec/Act 0.0 0.0 0.0 ) 0 0.0 ) 0 OA 0.0 0.0 0,0 0.0 jO.0 0.0 .0 0.0 10.0 Max Int 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Time B4 10 0 0 0 0 0 10 0 10 10 0 0 10 0 0 Cars Wt 0 0 0 0 0 0 a 0 0 0 0 0 0 0 STPTDuc 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TTReduc 0 0 0 0 0 lao 0 o 0 0 0 0 0 0 0 Min Gap 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0,0 filea/IC:/UserslSpataroAlAppDatalRoaminglEconclite/Printsl7940/PrintAll.html 4/20/2020 Page 49 Page 372 of 417 Natalie's Expansion —Traffic Impact Study Appendix B Trip Generation Data Page 50 Page 373 of 417 Natalie's Expansion —Traffic Impact Study Land Use: 140 Manufacturing Description A manufacturing facility is an area where the primary activity is the conversion of raw materials or parts into finished products. Size and type of activity may vary substantially from one facility to another. In addition to the actual production of goods, manufacturing facilities generally also have office, warehouse, research, and associated functions. General light industrial (Land Use 110) and industrial park (Land Use 130) are related uses. Additional Data Time -of -day distribution data for this land use are presented in Appendix A. For the 17 general urbanl suburban sites with data, the overall highest vehicle volumes during the AM and PM on a weekday were counted between 6:30 and 7:30 a.m. and 3:00 and 4:00 p.m_, respectively. The sites were surveyed in the 1980s, the 1990s, the 2000s, and the 2010s in Alberta (CAN), Califomia, Minnesota, New Jersey, New York, Oregon, Pennsylvania, South Dakota, Texas, Vermont, and Washington. Source Numbers 177, 184, 241, 357, 384, 418, 443, 583, 598, 611, 728, 747, 875, 940, 969 Page 51 Page 374 of 417 Natalie's Expansion —Traffic Impact Study Manufacturing (1!T Vehicle Trip Ends vs: 1000 Sq. Ft. GFA Ona: VWekday Setting/Location: General Urban/Suburban Number of Studies: 39 1000 Sq. Ft. GFA: 209 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Efate Range of Rates Standard Deviation 3.93 0.63 - 49.50 2,62 Data Plot and Equation a,0W 6,000 w a ♦c H 4,000 2,000 X X $< X !' X X , „ X 500 1.000 1.500 X= 1000 Sq. Ft GFA X Study Site Fitted Curve Fitted Curve Equation: T ■ 3.16(X) + 160.04 - - - - Average Rate R'- 0.82 Page 52 Page 375 of 417 Natalie's Expansion —Traffic Impact Study Manufacturing (140) Vehicle Trip Ends vs: On a: SettinglLocation: Number of Studies: 1000 Sq. Ft, GFA: Directional Distribution: 1000 Sq. Ft. G FA Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. General Urban/Suburban 45 149 77% entering, 23% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates 0,62 0-01 - 11.93 Data Plot and Equation Standard Deviation 1.03 1,000 X 800 Lj 600 c n F 400 X X 200 � X XX X X� 'X X X X X XXX X X 00 200 400 600 Boo 1,000 X= 1000 Sq. Ft. GFA X Study Site - - - - Average Rate Fitted Curve Equation: Not Given M= **** Page 53 Page 376 of 417 Natalie's Expansion —Traffic Impact Study Manufacturing (140) Vehicle Trip Ends vs: On a: SettinglLocation: Number of Studies: 1000 Sq. Ft. GFA: Directional Distribution: 1000 Sq. Ft, GFA Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. General Urban/Suburban 52 152 31% entering, 69% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 0.67 0.07 - 11.37 0.94 Data Plot and Equation � so° X w c u 500 I X X X _ X X n~' X X X XXXX X 00 200 400 600 800 11000 X= 1000 Sq. Ft. GFA X Study Site - - - - Average Rate Fitted Curve Equation; Not Given R'= "" Page 54 Page 377 of 417 Natalie's Expansion —Traffic Impact Study Appendix C Capacity Analysis PM Peak Hour Pre -Development Page 55 Page 378 of 417 Natalie's Expansion -Traffic Impact Study HCS7 Signalized Intersection Results Summary General Information Intersection Information $ i - Agency Duration, h 0.25 Analyst Analysis Date 2/14=20 Area Type Other Jurisdiction Time Period PHF 0.92 Urban Street S 25th street Analysis Year 2026 Analysis Period 1 a 7:00 ' r rb r wr.r r Intersection IS 25th St & Edwards Rd File Name nat25edwardspre.xus Project Description IPM Peak hour Pre -development Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 261 529 142 258 387 1 224 185 653 185 296 1078 164 Signal Information F , a EAt IOffset, 3 t 4 Cycle, s 135.7 Reference Phase 2 s 0 Reference Point End Green 12.3 1.1 52.0 18.7 0.5 31.1 1 4.0 0.0 4.0 �(�y 0.0 0.0 0.0 e s J a Uncoordinated Yes Simult. Gap E/W On Yellow 4.0 4.0 Red 0.0 0.0 4.0 0.0 Force Mode Fixed Simult. Gap N/S On 7Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1 A 4.0 1.1 4.0 1.1 3.0 1.1 4.0 Phase Duration, s 22.7 35.1 23.2 35.6 16.3 56.0 21.4 61.1 Change Period, ( Y+R c ), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Allow Headway ( MAH ), s 3.1 3.1 3.1 3.1 3A 3.0 3.1 3.0 Queue Clearance Time (g s), s 18.1 28.3 18.6 262 11.8 23.6 1 16.7 50.5 Green Extension Time ( g g ), s 0.4 2.5 0.4 2.6 0.3 &0 0.5 6.0 Phase Call Probability 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Max Out Probability 0,00 1 0,12 0.00 0.07 0.00 0.01 0.00 0.01 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R I L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 284 378 352 280 352 312 201 710 201 322 689 661 Adjusted Saturation Flow Rate (s), veh/h/In 1810 1900 1761 1739 1900 1666 1739 1738 1610 1739 1826 1741 Queue Service Time ( g s ), s 16.1 26.2 26.3 16.6 23.9 24.2 9.8 21.6 12.0 14.7 48.0 48.5 Cycle Queue Clearance Time (g c ), s 16.1 26.2 26.3 16.6 23.9 24.2 9.8 21.6 12.0 14.7 48.0 48.5 Green Ratio ( g/C) 0.37 023 023 0.37 0,23 0.23 0.48 0.38 0.38 0.53 0.42 0.42 Capacity (c), veh/h 334 436 404 324 442 388 231 1336 619 440 769 734 Volume -to -Capacity Ratio (X) 0.850 0.867 10.871 0.867 10.796 0.806 0.872 0.531 0.325 D.731 0.895 0.902 Back of Queue ( Q ), Win (50 th percentile) 189.9 335 315 199.6 293.8 275.2 110.5 233.3 115.8 155.3 558.8 521.1 Back of Queue ( Q ), vehlln ( 50 th percentile) 7.6 13.4 12.6 7.7 11.8 10.6 4.2 9.0 4.6 6.0 21.5 1 20.8 Queue Storage Ratio ( RQ) ( 50 th percentile) 0.00 0.00 0.00 0.67 0.00 0.00 0.37 0.00 0.00 0.52 0.00 0.00 Uniform Delay ( d r ), s/veh 35.8 50.8 50.8 35.7 49.5 49.6 33.1 32.6 29.7 22.4 36.8 37.0 Incremental Delay ( d 2), slveh 6.9 9.6 10.6 9.0 4.9 6.1 4.0 0.1 0.1 1.6 4.0 4.6 Initial Queue Delay (d 3), shreh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 42.7 60.3 61A 44.7 54A 55.7 37.1 32.7 29.8 24.0 40.8 41.5 Level of Service (LOS) D E E D D E D C C C I D D Approach Delay, s/veh / LOS 55.8 E 52.0 D 33.0 T (7-1 37.9 D Intersection Delay, s/veh / LOS 43.4 D Multimodal Results EB WB NB SB Pedestrian LOS Score ! LOS 2.46 BA 2.31 B 2.29 B 2.28 B Bicycle LOS Score / LOS. 1.32 A 1.27 1 1.87 B Copyright © 2020 University of Florida, All Rights Reserved. HCS- streets Version 7.8 Generated: 212612020 3:16A0 PM Page 56 Page 379 of 417 Natalie's Expansion -Traffic Impact Study HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency Duration, h 0.25 Analyst Analysis Date 2/14/2020 Area Type Other A Jurisdiction Time Period PHF 0.92 i Urban Street Edwards Rd Analysis Year 2026 Analysis Period 1> 7:00 Intersection Sunrise Blvd &Edwards... File Name natsunriseedwardspre.xus Project Description PM Peak hour Pre -development Demand Information EB WB NB SB Approach Movement L T R L T R L T I R L T R Demand (v ), vehlh 220 764 68 45 727 106 71 137 22 73 227 215 Signal Information 1 I � I_oo 3 4. Cycle, s 77.6 1 Reference Phase 2 Offset, s 0 Reference Point End Yes Simult. Gap ENV On Green 4.9 1.1 23.6 6.0 3.1 a r e Yellow 4.0 0.0 4.0 4.0 0.0Force #�ZUncoordinated Mode Fixed Simult. Gap N/S On Red 0.0 0.0 0.0 0.0 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1.1 4.0 Phase Duration, s 13.1 30.0 10.0 26.9 8.9 27.6 10.0 28.7 Change Period, ( Y+R c ), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Allow Headway (MAH ), s 3.1 3.0 3.1 1 3.0 3.1 3.1 1 3.1 3.1 Queue Clearance Time ( g S }, s Green Extension Time (g e ), s 8.8 0.3 3.23.1 18.54WB 9.7 4.3 0.1 7.8 1.3 4.3 0A 23.3 1.3 Phase Call Probability 0.99 1.00.04 0.81 1.00 1.00 1.00 Max Out Probability 0.00 0.22.27 0.00 0.00 0.00 0.00 Movement Group Results EB NB SB Approach Movement L T R L I T R L I T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 239 459 446 49 463 442 77 173 79 480 Adjusted Saturation Flow Rate ( s ), veh/h/ln 11310 1900 1845 1739 1900 1815 1739 1782 1739 1679 Queue Service Time (g s), s 6.8 16.5 16.5 1.4 17.7 17.7 2.3 5.8 2.3 21.3 Cycle Queue Clearance Time (g c ), s 6.8 16.5 1 16.5 1.4 17.7 17.7 2.3 5.8 2.3 21.3 Green Ratio (g/C) Capacity (c ), veh/h 0.43 347 0.33 638 0.33 619 0.37 286 0.29 561 0.29 536 0.37 220 1 0.30 543 0.38 503 0.32 536 Volume -to -Capacity Ratio (X) 0.689 0.719 0.719 0.171 0.825 0.826 0.350 0.318 0.158 0.897 Back of Queue ( Q ), Win ( 50 th percentile) 64.3 176.5 171.7 13.6 200.4 200 22.2 58.7 21.9 207.8 Back of Queue ( Q ), vehlln ( 50 th percentile) 2.6 7.1 6.9 0.5 8.0 7.7 0.9 2.3 0.8 8.0 Queue Storage Ratio ( RQ) ( 50 th percentile) 0.00 0.00 0.00 0.05 1 0.00 0.00 0.07 0.00 0.07 0.00 Uniform Delay ( d i ), slveh 18.0 22.7 22.7 17.4 1 25.6 26.6 19.7 20.8 15.8 25.3 Incremental Delay ( d 2 ), slveh 0.9 2.2 2.3 0.1 4.7 4.9 0.4 0.1 0.1 2.2 Initial Queue Delay (d,?), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), slveh 18.9 24.9 25.0 17.5 30.2 30.5 20.1 21.0 15.9 27.5 Level of Service (LOS) B C C B C C C C B C Approach Delay, s/veh / LOS 23.7 C 29.7 C 20.7 C 25.9 F C Intersection Delay, slveh I LOS 25.8 C Multimodal Results EB WB NB SB Pedestrian LOS Score I LOS 1.91 B 1.92 B 2.27 B 2.27 B Bicycle LOS Score / LOS 1.43 A 1.27 A 0.90 A 1,41 A Copyright © 2020 University of Florida, All Rights Reserved. HCSTM Streets Version 7.8 Generated: 212612020 3:19:19 PM Page 57 Page 380 of 417 Natalie's Expansion -Traffic Impact Study HCS7 Signalized Intersection Results __---__....... ........................ .�.. Summary General Information Intersection Information �14 I r $ § Agency Duration, h 0.25 Analyst Analysis Date 2/14/2020 Area Type Other Jurisdiction Time Period PHF Analysis Period 0.92 77:00 Urban Street Edwards Rd Analysis Year 2026 Intersection Oleander Blvd & Edwar... File Name natoleanderedwardspre.xus Project Description PM Peak hour Pre -development Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 192 398 290 79 387 26 309 378 61 47 275 129 Signal Information a �.. LL + �;� x a a Cycle, s 72.2 Reference Phase 2 Offset, s 0 Reference Point End Green 3.9 3.6 21.1 4.0 4.0 4.0 0.0 0.0 0.0 4.9 3.4 15.3 4.0 0.0 4.0 �rt 0.0 0.0 0.0 6 6 T 8 Uncoordinated Yes Simult. Gap E/W On Yellow Force Mode Fixed Simult. Gap N/S On Red Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1.1 4.0 Phase Duration, s 12.3 22.7 8.9 19.3 15.5 32.7 7.9 25.1 Change Period, ( Y+R . ), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Allow Headway ( MAN), s 3.1 1 3.1 3.1 3.1 3.1 3.0 3.1 3.0 Queue Clearance Time (g s ), s 82 16.5 4.7 9.8 11.0 17.9 3.4 19.5 Green Extension Time (g a ), s 0.3 2.1 0.1 2.3 D.5 1.6 0.0 1.5 Phase Call Probability 0.98 1.00 0.62 1.00 1.00 1.00 0.64 1.00 Max Out Probability 0.00 0.05 0.00 0.01 0.01 0.03 0.00 0.06 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate (v ), vehlh 209 401 347 86 226 223 336 477 51 439 Adjusted Saturation Flow Rate ( s), vehlh/ln 1810 1900 1633 1739 1900 1858 1739 1781 1739 1727 Queue Service Time (g 3 ), s 6.2 14.3 14.5 2.7 7.7 7.6 9.0 15.9 1.4 17.5 Cycle Queue Clearance Time (g � ), s 6.2 14.3 14.5 2.7 7.7 7.6 9.0 15.9 1.4 17.5 Green Ratio (glC) 0.35 0.26 0.26 0.28 0.21 0.21 0.48 0.40 0.35 0.29 Capacity ( c ), veh/h 409 492 423 240 402 394 424 709 328 505 Volume -to -Capacity Ratio (X) 0.511 0.814 0.821 0.357 0.562 0.566 0.793 0.673 0.156 0.87D Back of Queue ( Q ), fllln ( 50 th percentile) 58.6 151.9 133.1 26.6 81.4 83.5 84 157.4 13.6 189.6 Back of Queue ( Q ), veh/In ( 50 th percentile) 2.3 6.1 5.3 1.0 3.3 3.2 3.2 6.1 0.5 7.3 Queue Storage Ratio ( RQ) ( 50 th percentile) 0.00 0.00 0.00 0.09 0.00 0.00 0,28 0-DO 0.00 Uniform Delay (d i ), s/veh 18.2 25.2 25.2 21.1 25.5 25.6 15.6 17.9 24.3 Incremental Delay ( d 2 ), s/veh 0.4 1.5 2.0 0.3 0.5 0.5 2.3 1.8 6.3 Initial Queue Delay (d 3), siveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1259.1 0.0 Control Delay (d), slveh 18.6 26.7 27.2 21.4 26.0 26.0 17.9 19.7 30.6 Level of Service (LOS) B C C C C C B B C Approach Delay, s/veh / LOS 25.1 C 25.3 C 19.0 B C Intersection Delay, s/veh / LOS 24.1 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.92 B A 1.92 B 2.26 B 2.27 B Bicycle LOS Score 1 LOS 1.28 A 0.93 A 1.83 B 1.30 A Copyright © 2020 University of Florida, All Rights Reserved. HCS- Streets Version 7.8 Generated: 212612020 3:1MO PM Page 58 Page 381 of 417 Natalie's Expansion -Traffic Impact Study HCS7 Signalized Intersection Results Summary General Information Intersection Information d' k.i io Agency Duration, h 0.25 Analyst Analysis Date 2114/2020 Area Type Other Jurisdiction Time Period PHF 0.92 Urban Street Edwards Rd Analysis Year 2026 Analysis Period 1> 7:00 Intersection US 1 & Edwards Rd File Name natUSledwardspre.xus Project Description IPM Peak hour Pre -development i I trr,r Demand Information EB WB NB SB Approach Movement L T R L T R L T R L I T R Demand ( v ), vehlh 134 8 298 14 11 8 260 1229 6 3 1633 228 Signal Information s 3 Cycle, s 167.1 Reference Phase 2 Offset, s 0 Reference Point End Green 6.0 15.1 90.0 6.0 3.4 22.6 4.0 4.0 4.0 0.0 0.0 10.0 a a r a Uncoordinated I Yes Simult. Gap ENV On Yellow 14.0 4.0 4.0 Red 0,0 0.0 0.0 Force Mode I Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1 1.1 4.0 Phase Duration, s 17.4 34.0 10.0 26.6 29.1 113.1 10.0 94.0 Change Period, ( Y+R c ), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Allow Headway ( MAN ), s 3.1 3.3 3.1 1 3.3 3.1 3.0 3.1 3.0 Queue Clearance Time ( g s ), s 13.3 32.0 3.2 1 3.7 24.6 35.8 2.1 92.0 Green Extension Time ( g e ), s 0.1 0.0 0.0 0.8 0.5 11.6 0.0 0.0 Phase Call Probability 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 Max Out Probability 0.01 1.00 4.D0 0.00 0.00 0.25 0.00 1.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 146 333 15 21 283 672 671 3 1011 1011 Adjusted Saturation Flaw Rate (s ), vehfhlln 1810 1617 1739 1766 1739 1826 1823 1739 1826 1749 Queue Service Time ( g 5 ), s 11.3 30.0 1.2 1.7 22.6 33.8 33.8 0.1 90.0 90.0 Cycle Queue Clearance Time (g ), s 11.3 30.0 1.2 1.7 22.6 33.8 33.8 0.1 90.0 90.0 Green Ratio (g/C) 0.23 0,18 0.17 0.14 0.70 0.65 0,65 0.57 0.54 0.54 Capacity (c ), veh/h 365 290 106 239 304 1192 1190 280 983 942 Volume -to -Capacity Ratio (X) 0.399 1.146 0.144 0.086 0.928 0.563 0.564 0.012 1.029 1.074 Back of Queue ( Q ), ft/In ( 50 th percentile) 129.4 505.2 14.2 19.3 308.6 356.5 342.3 1.4 1259A 1258.2 Back of Queue ( Q ), vehlln ( 50 th percentile) 5.2 20.2 0.5 0.8 11.9 13.7 13.7 0.1 48.4 50.3 Queue Storage Ratio (RQ) (50 th percentile} 0.65 0.00 0.05 0.00 0.88 0.00 0.00 0.01 0.00 0.00 Uniform Delay (d i ), s/veh 54.3 68.6 59.4 63.2 60.6 15.9 15.9 16.0 38.6 38.6 Incremental Delay ( d 2), s/veh 0.3 98.3 0.2 0.1 5.5 0.4 0.4 0.0 362 51.3 Initial Queue Delay ( d 3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o 0.0 0.0 Control Delay ( d), s/veh 54.6 166.8 59.7 63.3 66.1 16.3 16.3 16.0 74.8 89.8 Level of Service (LOS) D F E E E B B B F F Approach Delay, s/veh I LOS 132.6 F 61.8 E 25.D C 82.2 F Intersection Delay, s/veh / LOS 65.5 E Multimodal Results EB WB NB SB Pedestrian LOS Score I LOS 2.32 B 2.32 B 1.89 B 1.91 B Bicycle LOS Score I LOS 1.28 A 0.55 A 1.83 B 2.16 B Copyright © 2020 University of riorida, All Rights Reserved. HCS11 Streets Version 7.8 Generated: 2/2612020 3:20:30 PM Page 59 Page 382 of 417 Natalie's Expansion -Traffic Impact Study HCS7 Signalized Intersection Results Summary General Information Intersection Information a a:i aiC ` } 4 � r ""'� Agency Duration, h 0.25 Analyst Analysis Date 2/14/2020 Area Type Other Jurisdiction Time Period PHF 0.92 Urban Street S 25th street Analysis Year 2026 Analysis Period 1> 7:00 Intersection IS 25th St & Bell Ave File Name nat25bellpre-xus Project Description IPM Peak hour Pre -development Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), vehlh 322 160 669 121 171 1334 Signal Information y r ; Cycle, s 60-9 Reference Phase 2 Offset, s 0 Reference Point End I Green 15.7 128.5 14.6 10.0 0.0 10.0 10.0 Io.0 s e J >_ e Uncoordinatedl Yes Simult. Gap ENV On 1Yellow14.0 14,0 4.0 10,0 0.0 Force Mode Fixed Simult. Gap N/S On IRed 0-0 0-0 0.0 10.0 QO Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 8 2 1 6 Case Number 9.0 8.3 1.0 4.0 Phase Duration, s 18.6 32.5 9.7 42.3 Change Period, ( Y+R c ), s 4.0 4.0 4.0 4.0 Max Allow Headway (MAH ), s 3.1 3.0 3.1 3.0 Queue Clearance Time (g s ), s 13.7 21.6 4.9 18.2 Green Extension Time (g a ), s 1.0 6.9 0.3 7.0 Phase Call Probability 1.00 1.00 0.96 1.00 Max Out Probability 0.00 0.00 0-00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 3 18 2 12 1 6 Adjusted Flow Rate ( v), veh/h 350 174 441 418 186 1450 Adjusted Saturation Flow Rate (s), vehlhAn 1739 1547 1826 1728 1739 1738 Queue Service Time (g s ), 6 11.7 5.9 19.6 10.3 2.9 16.2 Cycle Queue Clearance Time (g c ), s 11.7 5.9 19.6 10.3 2.9 16.2 Green Ratio (g/C) 0.24 0.24 0A7 0.47 0.60 0.63 Capacity ( c ), vehlh 418 372 855 809 374 2185 Volume -to -Capacity Ratio (X) 0.838 0.468 0.516 0.516 0.496 0.664 Back of Queue ( Q ), Win ( 50 th percentile) 113.4 49-3 86.2 78.8 19.7 96.3 Back of Queue ( Q ), vehlln ( 50 th percentile) 4.4 1.9 3.3 3.2 0.8 17 Queue Storage Ratio ( RQ) ( 50 th percentile) 0.38 0.16 0.00 0.00 0.07 0.00 Uniform Delay ( d r ), sfveh 22.0 19.8 11.3 11.3 11.0 7.2 Incremental Delay (d a), shreh 1.7 0.3 0.2 0.2 0.4 0.1 Initial Queue Delay (ds), sfveh 0.0 0.0 0.0 0.0 0.0 Control Delay (d), sNeh 23.8 11.5 11.5 11.4 7.3 Level of Service (LOS) C A201 B B B A Approach Delay, sfveh / LOS 0.0 22.6 11.5 B 7.8 A Intersection Delay, sfveh I LOS 11.4 B Multimodal Results EB WB NB SB Pedestrian LOS Score I LOS 2.13 B 2.30 B 1.88 B 0.fi6 A Bicycle LOS Score I LOS F 1.20 A 1.84 B Copyright © 2020 University of Florida, All Rights Reserved. HC5TM Streets Version 7.8 Generated: 212612020 3:15:36 PM Page 60 Page 383 of 417 Natalie's Expansion -Traffic Impact Study General Information ` r• Control Report Site Information Analyst intersection Bell & Sunrise Pre Agency/Co. Jurisdiction Date Performed 2/17/2020 East/West Street Bell Ave Analysis Year 2026 North/South Street Sunrise Analysis Time Period (hrs) 0.25 Peak Hour Factor 0.92 Time Analyzed Project Description Lanes J41. L .4 4ILw 4 �- I It Y t t r Vehicle Volume and Adjustments Approach Eastbound Westbound Northbound Southbound Movement L T R L T R L T R L T R Volume 45 162 104 10 300 49 86 113 25 29 123 108 %Thrus in Shared Lane Lane L1 L2 L3 L1 L2 L3 L1 L2 L3 L1 L2 L3 Configuration LTR LTR LTR LTR Flow Rate, v (veh/h) 338 390 2,43 283 Percent Heavy Vehicles 2 2 2 2 Departure Headway and Service Time Initial Departure Headway, hd (s) 3.20 3.20 3.20 3.20 Initial Degree of Utilization, x 0.300 0.347 0,216 0.251 Final Departure Headway, hd (s) 6.67 6.63 725 6,91 Final Degree of Utilization, x 0.627 0.718 0,490 0.543 Move -Up Time, m (s) 2.0 2.0 2.0 2.0 Service Time, is (s) 4.67 4.63 5.25 4.91 Capacity, Delay and Level of Service Flow Rate, v (veh/h) 338 390 243 283 Capacity 540 543 496 521 95% Queue Length, Q95 (veh) 4.3 5.9 2.7 3.2 Control Delay (s/veh) 20.2 24.7 17.0 17.8 Level of Service, LOS C C C C Approach Delay s/veh) 20.2 24.7 17,0 17.8 Approach LOS C C C C Intersection Delay, s/veh I LOS 20.5 C Copyright O 2020 University of Florida. All Rights Reserved. HCSTN AWSC Version 7.8 Generated; W6/R020 216:58 PM Bell & Sunrise Pre.xaw Page 61 Page 384 of 417 Natalie's Expansion —Traffic Impact Study General Information Two -Way Stop-ControlHCS7 Report Site Information Analyst SKM Intersection Oleander & Bell Agency/Co. St. Lucie County Jurisdiction SLC Date Performed 3/4/2020 East/West Street Bell Avenue Analysis Year 2026 North/South Street Oleander Ave Time Analyzed PM Peak - Predevelopment Peak Hour Factor 0,92 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 Project Description Natalies Lanes _ 4 � J 4 4 J. 4- L U r r Mxjar Street. Nurth-Suuth Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1u 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h) 108 153 104 1 487 421 127 Percent Heavy Vehicles (%) 5 5 5 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized Median Type I Stcrage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 7.1 6.2 4.1 Critical Headway (sec) 6.45 6.25 4.15 Base Follow -Up Headway (sec) 3.5 3.3 2.2 Follow -Up Headway (sec) 3.55 3.35 2.25 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 284 113 Capacity, c (veh/h) 261 966 v/c Ratio 1.09 0.12 95% Queue Length, Qss (veh) 11.8 0.4 Control Delay (s/veh) 123.0 9.2 Level of Service (LOS) F A Approach De#ay (s/veh) 123.0 2.9 Approach LOS F Copyright © 2020 University of Florida. All Rights Reserved. HCSum TwSC Version 7.8 Generated: 3/4/2020 4:55:29 PM TWSC1.xtw Page 62 Page 385 of 417 Natalie's Expansion —Traffic Impact Study Appendix D Capacity Analysis PM Peak Hour Post -Development Page 63 Page 386 of 417 Natalie's Expansion -Traffic Impact Study HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency Duration, h 0.25 Analyst Analysis Date 2114/2020 Area Type Other Jurisdiction Time Period PHF 0.92 g Urban Street S 25th street Analysis Year 2026 Analysis Period 1> 7:00 r Intersection S 25th St & Edwards Rd File Name nat25edwardspost.xus Project Description PM Peak hour Post -development Demand Information EB WB NB SIB Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 261 531 142 258 391 229 187 658 185 300 1078 164 Signal Information or Ak P= ,. z 3 4 Cycle, s 125.3 Reference Phase 2 Offset, s 0 Reference Point End Green 11.1 1.0 47.8 17.2 0.0 4.0 0.0 0.0 • e T 8 Uncoordinated Yes Simult. Gap ENV On Yellow 4.0 4.0 4.0 4.0 Force Mode Fixed Simult. Gap N/S On I Red 10.0 0.0 0.0 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 3.0 1.1 4.0 Phase Duration, s 21.2 31.9 21.6 32.3 15.1 51.8 20.1 56.7 Change Period, ( Y+R c ), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.D Max Allow Headway ( MAN), s 3.1 3.1 3.1 1 3.1 3.1 3.0 3.1 3.0 Queue Clearance Time (g s ), s 17.0 26.5Ll24.9 10.8 22,1 15.8 46.5 Green Extension Time ( g e )s 0.2 1.31.7 0.2 6.1 0.3 6.0 Phase Call Probability 1.00 1.001.00 1.00 1.00 1.00 1.00 Max Out Probability 1,00 0.890.61 0.00 0.00 0.39 1 0.01 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v), veh/h 284 379 353 280 357 317 203 715 201 326 689 661 Adjusted Saturation Flow Rate (s), veh/h/In 1810 1900 1761 1739 1900 1664 1739 1738 1610 1739 1826 1741 Queue Service Time (g s), s 15.0 24.3 24.5 15.4 22.5 22.9 8.8 20.1 11.1 13.8 44.0 44.5 Cycle Queue Clearance Time (g c ), s 15.0 24.3 24.5 16.4 22-5 22-9 8.8 20.1 11.1 1 13.8 44.0 44.5. Green Ratio (g/C) 0.36 0.22 0.22 0.36 0.23 0.23 0.47 0.38 0.38 0.53 0.42 0.42 Capacity ( c ), veh/h 327 422 392 321 429 376 231 1326 614 440 769 733 Volume -to -Capacity Ratio (X) 0.868 0.897 0.901 0.874 0-833 0.843 0.879 0.539 0.327 0.741 0.898 0.902 Back of Queue ( Q ), fUin ( 501h percentile) 197 335.6 317.3 206.3 293.4 277.3 108.2 214.2 105.2 151.1 498.6 464.3 Back of Queue ( Q ), vehlln ( 50 th percentile) 7.9 13.4 12.7 7.9 11.7 10.7 4.2 8.2 4.2 5.8 19.2 18.6 Queue Storage Ratio ( RQ) ( 50 th percentile) 0.00 0.00 0.00E57 0 0.00 0.36 0.00 0.00 0.50 0.00 0.00 Uniform Delay ( d r ), s/veh 33.5 47.5 47.54 46.5 29.0 30.3 27.5 20.9 33.8 33.9 Incremental Delay ( d 2), s/veh 16.6 18.4 20.21 13.5 10.3 0.1 0.1 4.3 2.5 2.9 Initial Queue Delay (d 3), s/veh 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), sNeh 50.1 65.9 67.75 60,1 39.2 30.4 27.6 25,2 36.3 36.8 Level of Service (LOS) D E E E D C C C D D Approach Delay, s/veh / LOS 62.1 E E 31.5 = C 34.3 C Intersection Delay, s/veh 1 LOS 44A D Multimodal Results EB WB NB SB Pedestrian LOS Score ! L05 2.46 B 2.30 B 2.26 B 2.28�[� B Bicycle LOS Score / LOS 1-33 A 1.27 A 1.41 A 1.87 B Copyright© 2020 University of Florida, All Rights Reserved. HCST Streets version 7.8 Generated: 2l26l2020 3:16:12 PM Page 64 Page 387 of 417 Natalie's Expansion -Traffic Impact Study HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency Duration, h 0.25 Analyst Analysis Date 2/14/2020 Area Type Other b Jurisdiction Time Period PHF 79-2 $ 4 Urban Street Edwards Rd Analysis Year 2026 Analysis Period 1 a 7:00 Intersection Sunrise Blvd & Edwards... File Name natsundseedwardspost.xus Project Description IPM Peak hour Post -development Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 220 768 69 45 736 106 73 137 22 73 227 215 Signal Information Cycle, s 78.2 Reference Phase 2 Offset, s 0 Reference Point End Green 5.0 1.0 23.8 6.0 3.1 23.2 j 4.0 0.0 4.0 il�I 0.0 0.0 Uncoordinated Yes Simult_ Gap EIUV On Yellow 4.0 Red 0.0 0.0 0.0 4.0 0.0 Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1,1 4.0 Phase Duration, s 13.1 30.3 10.0 27.2 9.0 27.8 10.0 28.9 Change Period, ( Y+R c ), s Max Allow Headway ( MAN), s 4.0 3.1 4.0 3.0 4.0 3.1 4.0 3.0 4.0 3.1 4.0 3.1 4.0 3.1 4.0 3.1 Queue Clearance Time (g s), s 8.8 18.7 3.4 20.0 4.4L7-. 4.3 23.4 Green Extension Time ( g e ), s 0.3 3.2 0.0 3.1 0.1 0.1 1.3 Phase Call Probability 0.99 100 1.00 100 0.82 1.00 1.00 Max Out Probability 0.00 0.23 0.00 0.30 0.00 0.00 0.00 Movement Group Results EB I WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 239 462 448 49 468 447 79 173 79 480 Adjusted Saturation Flow Rate ( s), veh/h/in 1810 1900 1844 1739 1900 1816 1739 1782 1739 1679 Queue Service Time (g s ), s 6.8 16.7 16.7 1.4 18.0 18.0 2.4 5.9 2.3 21.4 Cycle Queue Clearance Time ( g c ), s 6.8 16.7 16.7 1.4 18.0 18.0 2.4 5.9 2.3 21.4 Green Ratio ( g/C ) 0.43 0.34 0,34 0.38 0.30 0.30 0.37 0.30 0.38 0.32 Capacity ( c ), veh/h 345 641 623 285 565 540 220 544 502 535 Volume -to -Capacity Ratio ( X) 0,694 0.720 0.720 0.172 0.829 0.829 0.361 0.317 0.158 0.898 Back of Queue ( Q }, fUln ( 50 th percentile) 64.7 179.6 174.7 13.6 205.8 205.5 23.1 59.3 22 210.3 Back of Queue ( Q ), veh/In ( 50 th percentile) 2.6 7.2 1 7.0 0.5 1 8.2 7.9 0.9 2.3 0.8 &1 Queue Storage Ratio ( RQ) ( 50 th percentile) 0.00 0.00 0.00 0.05 0.00 0.00 0.08 0.00 0.07 0.00 Uniform Delay (d r ), s/veh 18.1 22.7 22.7 17.5 25.7 25.7 19.9 21.0 15.9 25.5 Incremental Delay ( d 2), s/veh 0.9 2.3 2.4 0.1 5.0 5,2 0.4 0.1 0.1 2.3 Initial Queue Delay ( d s ), s/veh 0.0 0.0 0.0 0.0 0.0 0:C): 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 19.1 25.1 25.1 17.6 30.7 31.0 20 22 21.1 16.0 27.8 Level of Service (LOS) B C C B C C C C B C Approach Delay, s/veh / LOS 23.9 C 30.2 C 20.8 C 26.1 C Intersection Delay, s/veh / LOS 26.1 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.91 B 1.92 B 2.28 B 2.27 B Bicycle LOS Score 1 LOS 1_��A.44 A 1.28 A 0.90 A 1.41 A Copyright © 2020 University of Florida, All Rights Reserved. HCST" Streets Version 7.8 Generated: 2126/2020 3:18:48 PM Page 65 Page 388 of 417 Natalie's Expansion -Traffic Impact Study HCS7 Signalized Intersection Results Summary General Information Intersection Information 4A4.'4 R_ s 4 Agency Duration, h 0.25 Analyst Analysis Date 2/14/2020 Area Type Other Jurisdiction Time Period PHF 0.92 Urban Street Edwards Rd Analysis Year 2026 Analysis Period 1> 7:00 r 3 . f 41Y r r Intersection Oleander Blvd 8 Edwar... File Name natoleanderedwardspost.xus Project Description PM Peak hour Post -development Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 192 398 294 80 387 26 318 378 63 47 275 129 Information OFSignal ;, s r a Cycle, s 1 73.2 Reference Phase 2 Offset, s--1 0 Reference Point End Green 3.9 4.0 21.3 5.0 3.4 15.1354A 1 -� Yellow 4.0 4.0 4.0 4.0 0.0 4.0 Red 0.0 D.0 0.0 0.0 0.0 0.0 s r s Uncoordinated Yes Simult. Gap E/W On Force Made Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1.1 4.0 Phase Duration, s 12.4 23.0 9.0 19.6 15.9 33.4 7.9 25.3 Change Period, { Y+R s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Allow Headway ( MAH ), s 3.1 3.1 3.1 3.1 3.1 3.0 3.1 3.0 Queue Clearance Time (g s), s 8.2 16.8 4.8 9.9 11.4 18.2 3.5 19.7 Green Extension Time (g e ), s 0.3 2.1 0.1 2.3 0.5 1.6 0.0 1.5 Phase Call Probability 0,99 1.00 0.83 1.00 1.00 1.00 0.65 1.00 Max Out Probability 0.00 0.05 0.00 0.01 0.01 0.04 0.00 0.07 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate (v ), veh/h 209 403 349 87 226 223 346 479 51 439 Adjusted Saturation Flow Rate ( s), veh/hlln 1810 1900 1631 1739 1900 1858 1739 1780 1739 1727 Queue Service Time ( g s ), s 6.2 14.7 14.8 2.8 7.B 7.9 9.4 16.2 1.5 177 Cycle Queue Clearance Time (g �), s 6.2 14.7 1 14.8 2.8 7.8 7.9 9.4 1 16.2 1.5 17.7 Green Ratio (glC) 0.35 0.26 0.26 0.28 1 0.21 0.21 0.48 0A0 0.35 0.29 Capacity ( c ), veh/h 407 493 423 238 404 395 427 714 328 503 Volume -to -Capacity Ratio (X) 0.512 0.818 0.824 0.366 0.560 0.564 0.809 0.671 0.156 0.872 Back of Queue ( Q ), ftlln ( 50 th percentile) 59.6 156.8 137.3 27.5 83 85 90.7 160.7 13.8 194.3 Back of Queue ( Q ), veh/ln ( 50 th percentile) 2.4 6.3 5.5 1.1 3.3 3.3 3.5 6.2 0.5 7.5 Queue Storage Ratio ( RQ) { 50 th percentile) 0.00 0.00 0.00 0.09 0.00 0.00 0.30 0.00 0.05 0.00 Uniform Delay ( d i ), s/veh 18.4 25.6 25.6 21.4 25.8 25.9 15.8 18.0 17.0 24.7 Incremental Delay ( d 2 ), s/veh 0.4 1.9 2.4 0.3 0.5 0.5 3.3 1,9 0.1 6.7 Initial Queue Delay (d s ), slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), stveh 18.8 27.4 28.0 21.7 26.3 26.3 19.1 19.9 17.1 31.4 Level of Service (LOS) B C C C C C B B B C Approach Delay, s/veh / LOS 25.8 C 25.6 C 19.5 B 29.9 C Intersection Delay, s/veh / LOS 24.6 C Multimodal Results EB WB NB SB Pedestrian LOS Score! LOS 1.92 B 1.92 A 1 B 2.26 B 2.27 1 B Bicycle LOS Score / LOS1 1.28 A 0.93--r A 1.85 B 1.30 A Copyright © 2020 University of Florida, All Rights Reserved. HCSTM Streets Version 7.8 Generated: 212612020 3:17:41 PM Page 66 Page 389 of 417 Natalie's Expansion -Traffic Impact Study HCS7 Signalized Intersection Results Summary General Information Intersection Information a �� ''LL Agency Duration, h 0.25 t Analyst Analysis Date 2/1412020 Area Type Other A Jurisdiction Time Period PHF 0.92 $ Urban Street Edwards Rd Analysis Year 2026 Analysis Period 1> 7:00 } Intersection US 1 & Edwards Rd File Name natUSledwardspost.xus Project Description PM Peak hour Post -development ti . t rt r i. r Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 135 8 299 14 11 8 261 1229 6 3 1633 228 Signal Information r, �.. ,�; , : a Green 6.0 15.2 90.0 6.0 3.5 22.5 1 Yellow 14.0 4.0 4.0 4.0 4-0 4.0 Il�r I Red 10.0 10.0 0.0 0.0 10.0 0.0 6 6 7 e Cycle, s 167.2 Reference Phase 2 Offset, s 0 Reference Point End JUncoordinatedl Yes Simult. Gap E/W On Force Mode I Fixed I Simult. Gap NIS On Timer Results EBL EBT WBL WBT NEIL NBT SBL SBT Assigned Phase 7 4 3 a 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1.1 4.0 Phase Duration, s 17.5 34.0 10.0 26.5 29.2 113.2 10.0 94.0 Change Period, ( Y+R . ), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Allow Headway ( MAN ), s 3.1 3.3 3.1 1 3.3 3.1 3.0 3.1 3.0 Queue Clearance Time (g.), s 13.4 32.0 3.2 3.7 24.7 35.8 2.1 92.0 Green Extension Time ( g. ), s 0.1 0.0 0.0 0.8 0.5 11-6 0.0 0.0 Phase Call Probability 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 Max Out Probability 0.02 1.00 0.00 0.00 0.00 0.25 0.00 1.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 147 334 15 21 284 672 671 3 1011 1011 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1617 1739 1766 1739 1826 1823 1739 1826 1749 Queue Service Time (g s), s 11.4 30.0 1.2 1.7 22.7 33.8 33.8 0.1 90.0 90.0 Cycle Queue Clearance Time ( g ), s 11.4 30.0 1.2 1 1.7 1 22.7 1 33.8 33.8 0.1 90.0 1 90.0 Green Ratio ( g/C } 0.23 0.18 0.17 0,13 0,70 0.65 0.65 0.57 0.54 0.54 Capacity ( c ), veh/h 365 290 105 237 305 1193 1191 280 983 941 Volume -to -Capacity Ratio (X) 0.402 1.151 0.144 0.087 0.929 0.563 0.563 0.012 1.029 1.075 Back of Queue ( Q ), ft/ln ( 50 th percentile) 130.6 508.4 14.2 193 310.5 356.5 342.2 1.4 1260.8 1259.7 Back of Queue ( Q ), veh/ln ( 50 th percentile) 5.2 20.3 0.5 0.8 11.9 13.7 13.7 0.1 48.5 50.4 Queue Storage Ratio ( RQ) (50 th percentile) 0.65 0.00 0.05 1 0.00 0.89 0.00 0.00 0.01 0.00 1 0.00 Uniform Delay ( d i ), s/veh 54.4 68.6 59.6 63.4 60.6 15.9 15.9 16.0 38.6 38.6 Incremental Delay ( d 2), slveh 0.3 100.0 0,2 0.1JE 5.7 0.4 0.4 0.0 36.5 51.6 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), slveh 54.7 168.6 59.8 63.466.3 16.3 16.3 16.0 75.1 90.2 Level of Service (LOS) D F E EE B B B F F Approach Delay, s/veh I LOS 133.8 F 61.9 25.0C 82.5 F Intersection Delay, s/veh I LOS 65.8 E Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.32 B 2.32 AA 1.89 B 1.91 B Bicycie LOS Score I LOS 1.28 A 1.83 B 2.16 B Copyright © 2020 University of Florida, All Rights Reserved. HCS1" Streets Version 7.8 Generated: 2120/2020 3: W62 PM Page 67 Page 390 of 417 Natalie's Expansion -Traffic Impact Study HCS7 Signalized Intersection Results Summary General Information Intersection Information } i Agency Duration, h 025 Analyst Analysis Date 2/14/2020 Area Type Other Jurisdiction Time Period PHF 0.92 Urban Street S 25th street Analysis Year 2026 Analysis Period 1> 7:00 ' r ' '' 1 *' " r Intersection IS 25th St 8 Bell Ave File Name nat25bellpost.xus Project Description IPM Peak hour Post -development Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Oemand ( v ), veh/h 333 164 669 126 173 1334 Signal Information 2 ' 4 Cycle, s 61.7 Reference Phase 2 Offset, s 0 Reference Point End Green 5.8 28.7 15.2 0.0 0.0 0.0 l 6 b 7 6 Uncoordinatedl Yes Simult. Gap E/W On I Yellow 4.0 4.0 14.0 0.0 10.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 0.0 0.0 0.0 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 8 2 1 6 Case Number 9.0 8.3 1.0 4.0 Phase Duration, s 19.2 32.7 9.8 42.5 Change Period, ( Y+R c ), 6 4.0 4.0 4.0 4.0 Max Allow Headway ( MAN), s Queue Clearance Time (g s), s 3.1 14.2 3.0 21.8 3.1 5.1 3.0 18.6 Green Extension Time ( go), s 1.0 6.9 0.3 7.0 Phase Call Probability 1.00 1.00 0.96 1.00 Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 3 18 2 12 1 6 Adjusted Flow Rate ( v ), veh/h 362 178 444 420 188 1450 Adjusted Saturation Flow Rate (s), veh/h/In 1739 1547 1826 1725 1739 1738 Queue Service Time ( g s ), s 12.2 6.1 19.8 10.6 3.1 16.6 Cycle Queue Clearance Time (g,;), s 12.2 6.1 19.8 10.6 3.1 16.6 Green Ratio (glC) 0.25 0.25 0.47 0.47 0.59 1 0.62 Capacity (c ), vehlh 429 382 850 803 370 2168 Volume -to -Capacity Ratio (X) 0.844 0.467 0.523 0.523 0.509 0.669 Back of Queue ( Q ), It/in ( 50 th percentile) 119.2 50.9 69.7 81.6 20.9 101.6 Back of Queue ( Q ), veh/In ( 50 th percentile) 4.6 2.0 3.4 3.3 0.8 3.9 Queue Storage Ratio ( RQ) ( 50 th percentile) 0.40 0.17 0.00 0.00 0.07 0.00 Uniform Delay ( d 1 ), s/veh 1 19.8 11.7 11.7 11.3 7.5 Incremental Delay ( d 2), s/veh 0.3 0.2 0.2 0.4 0.1 Initial Queue Delay ( d s ), s/veh 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh M 20.1 11.8 11.9 11.7 7.6 Level of Service (LOS) C B B B A Approach Delay, s/veh / LOS 0.0 C 11.8 B 8.1 A Intersection Delay, slveh I LOS 11.7 B Multimodai Results EB WB NB SB Pedestrian LOS Score / LOS 2.13 B 2.30 B 1.88 B 0.66 1 A Bicycle LOS Score / LOS F 1.20 A 1.84 J B Copyright © 2020 University of Florida, All Rights Reserved. HCS- Streets Version 7.8 Generated: 212612020 3:14:50 PM Page 68 Page 391 of 417 Natalie's Expansion —Traffic Impact Study HCS7 General Information All -Way •r Control Report Site Information Analyst Intersection Bell & Sunrise Post Agency/Co. Jurisdiction Date Performed 2/17/2020 East/West Street Bell Ave Analysis Year 2026 North/South Street Sunrise Analysis Time Period (hrs) 0.25 Peak Hour Factor 0,92 Time Analyzed Project Description Lanes 4 Vehicle Volume and Adjustments Approach Eastbound Westbound Northbound Southbound Movement L T R L T R L T R L T R Volume 45 168 104 12 314 51 66 113 26 30 123 108 %Thrus in Shared Lane Lane L1 L2 L3 L1 L2 L3 L1 L2 L3 L1 L2 L3 Configuration LTR LTR LTR LTR Flow Rate, v (veh/h) 345 410 245 284 Percent Heavy Vehicles 2 2 2 2 Departure Headway and Service Time Initial Departure Headway, hd (s) 3.20 3.20 3.20 3.20 Initial Degree of Utilization, x 0.306 0.364 0.217 0.252 Final Departure Headway, hd (s) 6,81 6.72 7.41 7.07 Final Degree of Utilization, x 0.651 0.765 0.503 0.557 Move -Up Time, m (s) 2.0 2.0 2.0 2.0 Service Time, is (s) 4,81 4.72 5.41 5.07 Capacity, Delay and Level of Service Flow Rate, v (veh/h) 345 410 245 284 Capacity 529 535 486 509 95% Queue Length, Q9s (veh) 4.7 6.8 2.8 3.4 Control Delay (sNeh) 21.6 28A 17.7 18.6 Level of Service, LOS C D C C Approach Delay (s/veh) 21.6 28.4 17.7 18.6 Approach LOS C D C C Intersection Delay, sNeh I LOS 22.4 C Copyright O 2020 University of Florida. All Rights Reserved. HCSUM AWSC Version 7.8 Generated: 2/26/2020 2,18:45 PM Bell & Sunrise Post.xaw Page 69 Page 392 of 417 Natalie's Expansion —Traffic Impact Study HCS7 General Information Two -Way Stop -Control Report Site Information Analyst SKM Intersection Oleander & Bell Agency/Co, St. Lucie County Jurisdiction SLC Date Performed 3/4/2020 East/West Street Bell Avenue Analysis Year 2C26 North/South Street Oleander Ave Time Analyzed PM Peak - Postdevelopment Peak Hour Factor 0.92 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 Project Description Natalies Lanes .a 4 � J d ! ,1� •i• i• 4 li t T A'1I+Yt Irr onniar Street North -south Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h) 108 15s 106 487 421 127 Percent Heavy Vehicles (%) 5 5 5 Proportion Time Blocked Percent Grade ('/) 0 Right Turn Channelized Median Type I Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 7,1 6.2 4.1 Critical Headway (sec) 6.45 6.25 4.15 Base Follow -Up Headway (sec) 3.5 3.3 2.2 Follow -Up Headway (sec) 3.55 3.35 2,25 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 286 115 Capacity, c (veh/h) 260 966 v/c Ratio 1.10 0.12 95% Queue Length, Q95 (veh) 12.1 0.4 Control Delay (s/veh) 126.9 1 9.2 Level of Service (LOS) F A Approach Delay (s/veh) 126.9 2.9 Approach LOS F Copyright O 2020 University of Florida. All Rights Reserved, HCS'X TWSC Version 7.8 Generated: 3/4/2020 4:58:05 PM 17-211 oleanderbellpre TWSC1.xtw Page 70 Page 393 of 417 Natalie's Expansion -Traffic Impact Study ­VVI r Page 1 of I St. Lucie County ECiC AIDLITE 00013 - EDWARDS RD @ SUNRISE BLVD - - Econolite Type - Cobalt Controller Timing Plan (MM) 2-1 Plan 1 - " Phase 1 2 13 14 6 6 7 6 9 10 11 12 13 14 15 16 Direction N-L S-T E-L W-T S-L N-T W-L E-T N N N N N N N N Min Green 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 Bk Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CS Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Green 0 0 0 0 0 0 0 0 0 10 0 0 10 10 10 Walk 0 17 0 7 0 7 0 7 10 110 10 0 10 0 10 Walk2 0 0 0 00 0 0 0 0 0 0 0 0 0 10 10 Walk Max D 10 0 0 0 0 0 0 0 0 0 0 0 D 10 10 Ped Clear 0 16 0 16 0 16 0 16 0 16 0 16 0 16 10 116 Ped Clear 2 0 10 10 0 0 0 0 0 00 0 0 0 0 G 0 Ped Clear Max G 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 Pad CO 0 10 lo 0 0 0 0 G 0 0 0 0 0 Vehicle Ext 4.0 6.0 4.0 6.0 4.0 4.0 5.D 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Ext 2 0.0 0.0 00 00 0.0 00 0.0 00 00 G.0 0.0 0.0 G,0 0.0 Maxl 12 35 12 $4.040 35 12 30 35 35 35 35 35 35 35 35 Max2 0 0 0 0 �40 40 40 40 40 0 4040 Maxi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DYM Max 0 0 0 0 0 0 0 0 0 0 0 10 10 Dym Step 0.0 10.0 O0 0.0 10.0 100 O.0 00 0.0 ac 0.0 0.0 loo 00 00 0.0 Yellow 4.0 14.0 14.0 4.0 14.0 k 0 4.0 4.0 3.0 3.0 3.0 3.0 3.0 3.0 30 3.0 Red Clear 3.0 13.O 130 3.0 3.0 3.0 3.0 3.0 1.0 1.0 1.0t2.O 1 0 110 Red Max .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0,0 Red Revert 2.0 2.0 0.0 2.0 0.0 2.0 0-0 0.0 2.0 .0 2.02.0 W-2 2.0 Act B4 0 0 0 0 0 0 0 0 0 0 G 0 10 Sec/Act 0.0 0-0 0.0 0.0 00 00 0.0 ao 10,0 0.0 O.G 00 10.0 10.0 10.0 Max lint 0 0 0 0 0 0 0 0 0 G 0 0 0 0 Time 84 0 tt 0 0 0 0 D 0 0 C 0 D O 0 Cars Wt 0 0 0 G 0 0 0 0 0 0 D 0 0 0 STPTDuc 0.0 0.0 00 0.0 0.0 0.0 Ed 0.0 0.0 0.0 0-0 0.0 0.0 0.0 0.0 TTReduc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Min Gap 0.0 100 0.0 jOo jo.o 0.0 0.0 0.0 0 0 0 0 O.D 0 0.0 0 0 0.0 0.0 R', r`ti use file:/i/(';;'liserslSpataroA,'AppDataiRoamingiEconolite.'Prints/7940/PrintAll.html 4/20/2020 Page 49 Page 394 of 417 HCS7 Signalized Intersection Results Summa General Information Intersection Information Agency Duration, h 0.25 Analyst Analysis Date 2/14/2020 Area Type Other Jurisdiction Time Period PHF 0.92 _.. Urban Street Edwards Rd Analysis Year 2026 Analysis Period 1> 7:00 Intersection ISunrise Blvd & Edwards... File Name natsunriseedwardspre.xus Project Description GPM Peak hour Pre -development Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 220 764 68 45 727 106 71 137 22 73 ' 227 215 TO Signal Information Cycle, s ? 105.0 Reference Phase 2 Offset, s 0 Reference Point End Green 12.0 35 0 12.00.0 Yes Simult. Gap E/VV On Yellow !4.0 4.0 4.00.011 FoceoModeed' Fixed Simult. Gap N/S On Red 0.0 0.0 0.00.0 74.0 Timer Results EBL EBT WBLBT NBL NBT SBL SBT Assigned Phase 7 4 38 5 2 1 6Case Number 1.1 4.0 1.1 1.1 4.0 1.1 4.0 _ _ Phase Duration, s 16.0 34.0 16.0 34.0 16.0 39.0 16.0 39.0 Change Period, ( Y+R c ), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Allow Headway ( MAH ), s 3.1 3.0 3.1 3.0 3.1 3.1 3.1 3.1 Queue Clearance Time (g s ), s 11.6 25.9 3.8 26.2 4.7 9.5 4.8 30.1 Green Extension Time ( 9 e ), s 0.0 1.8 0.0 1.7 0.0 1.3 0.1 0.8 Phase Call Probability 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Max Out Probability 1.00 0.82 0.00 0.87 0.00 0.00 0.00 0.41 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 �a. _ Adjusted Flow Rate ( v ), veh/h 239 459 446 49 463 442 77 173 79 480 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 1900 1845 1739 1900 1815 : 1739 1782 1739 1679 Queue Service Time ( g s ), s 9.6 23.9 23.9 1.8 24.2 24.2 2.7 7.5 2.8 28.1 Cycle Queue Clearance Time ( g e ), s ; 9.6 23.9 23.9 1.8 24.2 24.2 2.7 7.5 2.8 28.1 Green Ratio ( g/C) 0.40 0.26 .29 0.40 0.29 0.29 1 0.45 0.33 0.45 0.33 Capacity ( c ), veh/h 298 543 527 291 ! 543 519 309 594 554 560 Volume -to -Capacity Ratio (X) 'j 0.802 0.845 0.845 ! 0.168 0.853 0.853 0.250 0.291 0.143 0.858 Back of Queue ( Q ), ft/In ( 50 th percentile)- 125.3 306.2 298.4 18.7 312.7 312.2 27 80.6 27.6 330.7 Back of Queue ( Q ), veh/In ( 50 th percentile) 5.0 12.2 11.9 0.7 12.5 12.0 1.0 3.1 1.1 12.7 Queue Storage Ratio ( RQ) ( 50 th percentile) 0.00 0.00 0.00 0.06 0.00 0.00 0.09 0.00 0.09 0.00 Uniform Delay ( of i ), s/veh 25.9 35.3 35.3 22:9 35.4 35.4 ' 21.5 25.8 17.2 32.7 Incremental Delay ( d 2 ), s/veh ' 13.5 11.2 11.5 0.1 11.9 12.4 0.2 0.1 0.0 12.1 Initial Queue Delay ( of 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( of), s/veh 39.4 46.5 46.8 23.0 47.3 47.8 21.6 25.9 17.3 44.8 Level of Service (LOS) D �D D C D D C C B D pp y y 1 D 46.3 D 24.6 C 40.9 D Approach Delay, s/veh / LOS 45. Intersection Delay, s/veh / LOS 42.9 D Multimodal Results EB WB NB SIB ,: Pedestrian LOS Score / LOS 1.93 B 1.93 B 2,28 B 2.28�F_A -_-: Bicycle LOS Score / LOS 1.43 A 1 27 A 0.90 A 1.41 Copyright © 2020 University of Florida, All Rights Reserved. HCS1m Streets Version 7.8 Generated: 6/212020 11:10:43 AM Page 395 of 417 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency Duration, h 0.25 Analyst Analysis Date 2/14/2020 Area Type Other Jurisdiction Time Period PHF 0.92 Urban Street Edwards Rd Analysis Year 2026 1 Analysis Period 1> 7:00 Intersection Sunrise Blvd & Edwards... File Name natsunriseedwardspost.xus Project Description IPM Peak hour Post -development Demand Information Approach Movement Demand ( v ), veh/h Signal Information Cycle, s 105.0 Reference Phase Offset, s _0 Reference Point Uncoordinated ; Yes Simult. Gap E/W Force Mode Fixed Simult. Gap N/S Timer Results Assigned Phase Case Number Phase Duration, s Change Period, ( Y+R ), s ��. Max Allow Headway (MAH ), s T Queue Clearance Time (g s ), s Green Extension Time ( 9 e ), s Phase Call Probability Max Out Probability EB ®_ L T 220 768 2 End Green 12.0 On Yellow 4.0 �- On Red '0.0 EBL 7 1.1 16 0 4.0 3.1 11.6 CL 0 0 1.00 1.00 R 69 35.0 4.0 0.0 EB 4 4.0 34.0 4.0 3.0 26.1 1.8 _ 1.00 0.85 L 45 12.0 4.0 0,0 WBL 3 1.1 16.0 4.0 3.1 3.8 0.0 1.00 0.00 WB T 736 30.0 4.0 0.0 R 106 0.0 0.0 0.0 WBT 8 4.0 34.0 4.0 3.0 26.5 1.6 1.00 0.92 L 73 j 0.0 0.0 0.0 NBL 5 1.1 16.0 4.0 3.1 4.8 0.1 1.00 0.00 NB SB T R L T R 137 22 73 227 215 NBT SBL 2 1 SBT 6 4.0 1.1 4.0 39.0 16.0 39.0 4.0 4.0 4.0 3.1 3.1 3.1 9.5 4.8 30.1 1.3 1.00 0.00 0.1 0.8 _ 1.00 1.00 0.00 0.41 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R .:: Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 239 462 448 49 1 468 447 79 173 79 480 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 a 1900 1844 1739 1900 1816 1739 1782 1739 1679 Queue Service Time ( g s ), s 9.6 24.1 ' 24.1 1.8 24.5 24.5 2.8 7.5 2.8 28.1 Cycle Queue Clearance Time (g e ), s 9.6 24.1 24.1 1.8 24.5 24.5 2.8 7.5 2.8 28.1 Green Ratio (g/C) 0.40 0.29 0.29 0.40 0.29 0.29 0.45 0.33 0.45 0.33 Capacity ( c ), veh/h 296 543 527 290 543 519 309 594 554 560 Volume -to -Capacity Ratio ( X) i 0.808 L 0.850 0.850 0.169 0.862 0.862 0.257 ' 0.291 0.143 0.858 Back of Queue ( Q ), ft/In ( 50 th percentile) 126.5 310.6 302.7 ! 18.7 319.6 319.7 27.8 80.6 27.6 330.7 Back of Queue ( Q ), veh/In ( 50 th percentile) j 5.1 12.4 12.1 0.7 12.8 12.3 1.1 3.1 1.1 12.7 Queue Storage Ratio (RQ) ( 50 th percentile) 0.00 0.00 0.00 0.06 0.00 0.00 0.09 0.00 0.09 0.00 r Uniform Delay ( d i ), s/veh j 25.9 35.4 35.4 23.0 35.5 35.5 21.5 25.8 17.2 32.7 Incremental Delay ( d 2 ), s/veh 14.2 11.6 12.0 0.1 12.8 13.3 0.2 0. 17F 0.0 12.1 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 40.1 47.0 47.3 23.1 48.3 48.9 21.7 25.9 17.3 44.8 Level of Service (LOS) D D D C D D C C B D Approach Delay, s/veh / LOS 45.7 D 47.3L D 24.6 C 40.9 D .� Intersection Delay, s/veh / LOS 43.5 D Multimodal Results EB WB Pedestrian LOS Score / LOS 1.93 B 1.93 B Bicycle LOS Score / LOS 1.44 A 1 28 A Copyright © 2020 University of Florida, All Rights Reserved. HCSTm Streets Version 7.8 NB 2.28 J_ B 0.90 A SB 2.28 B 1.41 A Generated: 6/2/2020 11:14:02 AM Page 396 of 417 Natalie's Expansion -Traffic Impact Study DB Editor Report St. Lucie County 00004 - 25TH ST@ EDWARDS RD - - Econolite Type - Cobalt Controller Timing Plan (MM) 2-1 Plan 1 - " Page I of 1 Phase 1 2 13 4 5 6 17 8 9 110 11 12 113 14 Direction N-L S-T E-L -T S•L N-T W-L E-T N N N N N N Min Green 7 10 7 12 7 10 7127 10 12 7 10Sk Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0CS INN Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Green 0 0 0 0 0 0 0 10 0 0 0 0 10 0 0 Walk 0 7 Q 7 0 7 0 7 10 17 17 0 L_O 7 Walk2 0 0 0 0 0 10 0 0 0 10 0 0 0 0 Walk Max 0 Q 0 0 0 10 0 0 0 10 0 0 0 0 0 Ped Clear 0 30 0 30 0 30 0 30 0 30 28 0 24 0 29 Ped Clear 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Clear Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vehicle Ext 3.0 5.0 .0 3.0 3.0 5.0 3.0 3.0 13.0 5.0 3.0 3.0 3.0 5.0 30 3.0 Vehicle Ext 2 00 0.0 10.0 .0 0.0 0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 Maxi 15 50 115 40 30 50 15 40 15 50 15 40 30 50 15 40 Max2 40 40 140 0 40 0 40 40 40 40 40 40 40 40 40 40 Maxi 0 00 0 0 0 0 0 0 0 10 10 0 0 0 DYM Max 0 10 0 o D 0 0 0 0 0 0 10 10 0 0 0 Dym Step 0.0 10.0 ao 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 Yellow 5.0 5.0 4.0 5.0 5.0 4.0 4.0 5.0 5.0 .0 5.0 5.0 .0 .0 Red Clear 3.0 3.0 3 0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Red Max .0 0.0 0.0 [2-- 0.0 0.0 0.0 0.0 0.0 0.0 .0 r2.O2.0 0.0 .Q .Q 0.0 Red Revert .D 2.0 2.0 2.0 0 2.0 2.0 2.0 2.0 2.0 .0 .0 .0 Act 84 0 0 0 0 0 0 0 0 fl 0 0 Sec/Act .0 0.0 0.0 0.0 0.0 00 0.0 0.0 10.0 10.0 10.0 0.0 0.0 0.0 P.0 10.0 Max Int D D 0 10 0 0 0 0 D 0 0 0 0 0 Time B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cars Wt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STPTDuc 0.0 0.0 0.0 ao 0.0 100 100 0.0 0.0 0.0 0.0 ao 0.0 0.0 .0 0.0 TTReduc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Min Gap .0 0.0 0.0 6-0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 .0 0.0 P; r1 v s e file:li!C:lLsers; SpataroAr'AppData/Roaming,'Econolite/Prints/4548.rPrintAll.html 4i20i2.020 Page 46 Page 397 of 417 HCS7 Signalized Intersection Results Summary General Information Intersection Information r 4 �+ 14. Agency Duration, h 0.25 s Analyst Analysis Date 2/14/2020 Area Type Other Jurisdiction Time Period PHF 0.92 + + i Urban Street S 25th street Analysis Year 2026 Analysis Period 1> 7:00 Intersection IS 25th St & Edwards Rd File Name nat25edwardspreexisttiming.xus Project Description IPM Peak hour Pre -development ti 4 r +Y l' r• Demand Information EB WB NB SB Appr oach Movement L T R L l ' R L T R_ L T R Demand ( v ), veh/h 261 529 142 258 ' 387 + 224 185 653 185 296 1078T 164 Signal Information Cycle, s 151.0 Reference Phase 2 Offset, s _ 0 Reference Point End Green 30.0 50.0 15.0 40.0 0.0 0.0 z - Uncoordinated Yes Simult. Gap E/W On Yellow 4.0 4.0 4.0 4.0 0.0 0.0 Force Mode l Fixed Simult. Gap N/S On ' Red 10.0 0.0 10.0 J0.0 0.0 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 I Case Number 1.1 4.0 1.1 4.0 1.1 3.0 1.1 4.0 Phase Duration, s 19.0 44.0 19.0 44.0 34.0 54.0 34.0 54.0 Change Period, ( Y+R c) s 4.0 4.0 4.0 4.0 4.0 �3. 4.0 4.0 Max Allow Headway ( MAH ), s 3.1 3.1 3.1 3.1 3.1 3 1 3 0 �. Queue Clearance Time ( g s), s tl 7 0 29.7 17.0 27.6 13.1 27.9 18.1 52.0 Green Extension Time ( g e ), s 0.0 2.4 0.0 2.5 0.3 5.6 0.5 0.0 Phase Call Probability 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Max Out Probabilit y 1.00 0.17 1.00 0.10 0.00 0.10 0.00 1.00 Movement Group Results EB WB NB SB �.._ _ Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3' 8 18 5 2 12 1 6 16 _ F.. Adjusted Flow Rate ( v ), veh/h it 284 ,) 378 352 280 352 312 201 710 201 322 689 661 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 1900 1761 1739 1900 1666 1739 1738 1610 1739 1826 1741 Queue Service Time (g S ), s 15.0 27.5 27.7 15.0 25.2 25.6 11.1 25.9 „ 14.4 16.1 50.0 50.0 Cycle Queue Clearance Time ( g c ), s 15.0 27.5 27.7 15.0 a 25.2 25.6 11.1 25.9 14.4 16.1 50.0 50.0 v., Green Ratio (g/C) 0.36 0.26 0.26 0.36 0.26 0.26 0.53 0.33 0.33 0.53 0.33 0.33 Capacity ( c ), veh/h 292 503 466 269 503 441 393 1151 533 499 605 577 Volume -to -Capacity Ratio ( X) 0.972 0.750 0.754 1.043 0.699 0.708 0.511 0.617 0.377 0.645 1.139 1.147 .:_ Back of Queue ( Q ), ft/In ( 50 th percentile) 176.1 343 321.9 210.9 309.2 288.8 97#,n-, 89.4 142.6 175.6 935.4 872.8 Back of Queue ( Q ), veh/In ( 50 th percentile) 7.0 13.7 12.9 8.1 12.4 11.1 3.11.1 5.7 6.8 36.0 34.9 Queue Storage Ratio ( RQ) ( 50 th percentile) 0.00 0.00 0.00 0.70 0.00 0.00 0.3.0 0.00 0.590.00 0.00 Uniform Delay ( d i ), s/veh 44.0 50.9 51.0 44.0 50.1 50.2 34.8 42.4 38.6 25.14 50.5 50.5 Incremental Delay (d z ), s/veh, 44.8 5.5 a 6.1 66.7 3.6 4.4 0.5 0.7 0.2 2.2 81.3 85.1 Initial Queue'Delay ( d s ), s/veh 0.0 0.0 0.0 0.0 0.0 0.01 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 88.8 56.5 57.1 110.7 53.7 54.6 35.3 43.2 38.8 27.4 131.8 135.6 Level of Service (LOS) F E E F D D D V D D C F 99 F Approach Delay, s/veh / LOS 65.7 E 70.9 E 41.0 D 113.2 y�q-F Intersection Delay, s/veh / LOS 77.7 E Multimodal Results - EB WB NB - SB Pedestrian LOS Score / LOS 2.46 B 2.31 B 2.30 B 2.30 B _ Bicycle LOS Score / LOS f__1.32 A _ 1 27 A 1 4011 A 1.87�8_..__�l Copyright © 2020 University of Florida, All Rights Reserved. HCST"" Streets Version 7.8 Generated: 6/2/2020 11:17:48 AM Page 398 of 417 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency Duration, h 0.25 Analyst S 25th street 25th St & Edwards Rd Analysis Date Time Period Analysis Year File Name 2/14/2020 Area Type Other Jurisdiction Urban Street IntersectionIS PHF 0.92 2026 Analysis Period 1> 7:00 nat25edwardspostexisttiming.xus Proiect Description IPM Peak hour Post -development Demand Information EB WB Approach Movement s L T R L T_ Demand ( v ), veh/h 261 531 �142 258 391c !Signal Information Cycle, s 151.0 < Reference Phase 2 Offset, s 0 Reference Point m. End Green30.0 50. 1-Uncoordinated Yes Simult. Gap E/W On � Yi ellow . 4.0 4.0 Force Mode Fixed ' Simult. Gap N/S On . Red 0.0 0.0 m NB .��.- . SB = �� �.: _R J-7 T R L T R 229 187 658 185 300 1078 164 '0.0 190 J(' 15L Timer Results EBL EBT WBL WBT NBL NBT`t34. BL SBT Assigned Phase 7 4 3 8 5 21 6 Case Number 1.1 4.0 1.1 4.0 1.1 3.0.1 4.0 'Phase Duration, s 19.0 44.0 19.0 44.0 34.0 54.00 54.0 ChangePeriod, ( Y+R )s 4.0 4.0 4.0 4.04.0 4.0.0 4.0 ��_ Max Allow Headway (MAH), s 3 1 3.1 3.1 3.1 3.1 3-.-0.1Queue Clearance Time ( g s ), s 17.0 29.8 17.0 28.1 13.3 28.28.4 52.0 Green Extension Time ( g e ), s 0.0 2.4 0.0 2.5 0.3 5.7 0.5 0.0 Phase Call Probability 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Max Out Probability 1.00 0.18 1.00 0.12 0.00 0.104 0.00 1.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 t 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate (v ), veh/h 284 ! 379 353 280 357 317 203 715 201 326 689 661 Adjusted Saturation Flow Rate ( s ), veh/h/In ; 1810 1900 1761 1739 1900 1664 1739 1738 1 1610 1739 1826 1741 Queue Service Time s s 15.0 27.6 27.8 15.0 ! 25.7 26.1 11.3 26.2 '' 14.4 16.4 ir5O.0 50.0 Cycle Queue Clearance Time ( g � ), s 15.0 27.6 27.8 15.0 25.7 26.1 11.3 26.2 14.4 16.4 50.0 50.6 Green Ratio ( g/C) 0.36 0.26 0.26 0.36 0.26 0.26 0.53 0.33 0.33 0.53 0.33 0.33 Capacity ( c ), veh/h 289 503 467 268 503 441 393 1151 533 497 605 577 Volume -to -Capacity Ratio (X) a 0.983 0.753 0.756 1.046 0.710 0.718 0.517 0.621 0.377 0.656 1.139 1.147 Back of Queue ( Q ), ft/In ( 50 th percentile) - 181.3 344.9 323.2 211.4 316.2 294.E 99.2 292.5 142.E 179.2 935.4 872.8 Back of Queue ( Q ), veh/In ( 50 th percentile) =i 7.3 i 13.8 12.9 8.1 12.6 11.3 3.8 11.2 5.7 6.9 36.0 34.9 �l Queue Storage Ratio (RQ) (50 th percentile) '� 0.00 0.00 0.00 0.70 0.00 0.00 0.33 0.00 0.00 0.60 0.00 0.00 Uniform Delay ( d , ), s/veh i 44.1 'i 51.0 51.0 44.0 50.2 50.4 35.0 42.5 38.6 25.3 50.5 50.5 Incremental Delay ( d 2 ), s/veh & 47.9 5.6 6.2 67.4 4.0 4.8 0.5 0.8 0.2 2.5 81.3 85.1 _.., , Initial Queue Delay ( d s ), s/veh 0.0 0.0 j 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d ), s/veh 92.0 56.6 57.2 111.4 54.2 55.2 35.6 43.3 38.8 27.8 131.8 135.6 Level of Service (LOS) F E E F D E D D D C F F _. Approach Delay, s/veh / LOS 66.7 E 71.3 E 41.1 D 113.1 F Intersection Delay, s/veh / LOS 77.9 E Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.46 B 2.31 B 2.30 B 2.30 B Bicycle LOS Score / LOS 1.33 A 1.27 A 1.41 A 1.87 B Copyright © 2020 University of Florida, All Rights Reserved. HCSTM Streets Version 7.8 Generated: 6/9/2020 11.19:38 AM Page 399 of 417 e Natalie's Expansion -Traffic Impact Study DB Editor Report St. Lucie County "`�' IcCQNQL./TE 00011 - EDWARDS RD Q OLEANDER AVE - - Econolite Type - Cobalt Controller Timing Plan (MM) 2-1 Plan 1 . " Page 1 of t Phase 2 13 k$ 8 7 8 9 10 11 12 113 114 15 118 Direction -L S-T E-L -T S-L N-T -L E-T N N N N N N N Min Green 10 6 10 8 10 6 10 5 5 5 5 5 55 5 Bk Min Green 0 0 0 0 0 0 0 0 0 0 0 CS Min Green Green 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Green 0 0 0 0 0 0 0 10 0 0 0 10-5- 0 0 Walk 0 00 0 7 D 7 0 10 0 10 10 10 0 10 Walk2 0 10 0 0 0 0 0 0 0 0 0 0 0 10 10 Walk Max 0 10 0 0 0 0 0 0 0 0 0 0 0 0 Pad Clear 0 10 0 0 15 o 19 0 16 16 0 16 0 16 Ped Clear 2 0 0 0 p 0 0 6 0 0 0 0 0 10 Pad Clear Max 0 0 0 0 0 0 0 0 0 0 0 0 0 Pad CO 0 10 0 0 0 0 0 0 0 0 Vehicle Ext 0 3.0 3.0 4.0 3.0 3.0 3.0 4.0 5.0 50 5.0 50 15.0 5.0 5.0 5.0 Vehicle Ext 2 .0 0.0 00 0,0 0.0 0.0 OA 0.0 0.0 0.0 0.0 .0 10.0 0.0 0.0 0.0 Maxi 10 30 10 30 10 30 10 30 35 35 35 35 35 35 35 35 Max2 0 0 0 0 0 D 40 40 0 40 40 0 40 0 Maxi 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 DYM Max 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 Dym Step .0 ao 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 .0 .0 10.0 0.0 0.0 0.0 Yellow .0 4.0 4.0 4.0 4.0 140 4.0 4.0 3.0 3.0 .0 3.0 13.O 3.0 3.0 3.0 Red Clear 0 3.0 3.0 3.0 3.0 13.0 3.0 3.0 1.0 1.0 1.0 1.0 11.0 1.0 1.0 1.0 Red Max .0 0.0 0.0 0.0 0.0 Io.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ao Red Revert 0 2.0 0.0 1 .0 0.0 2.0 0.0 0.0 2.0 2.0 2.0 2.0 12.0 2.0 2.0 2,0 Act B4 0 0 0 0 0 0 0-10-10 0 0 10 0 0 Sec/Act 0 100 10.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 10.0 0.0 0.0 10.0 Max Int 10 10 0 0 0 0 0 0 0 0 0 0 0 0 0 Time B4 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 Cars Wt J 0 0 0 0 0 0 0 0 0 10 0 0 0 0 STPTDuc 0.0 0.0 0.0 10.0 100 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TTReduc 0 0 0 015 0 0 0 0 D 0 0 010 0 Min Gap 0.0 100 10.0 100 jo.o p,0 0.0 0.0 0.0 10.0 0.0 10.0 10.0 lao 10.0 0.0 .Ir\ u-e file:i//C:/Users/SpataroA/AppData/Roamirig/ Econol ite/Prints/5075/Pri ntAI].him 1 4/20/2020 Page 48 Page 400 of 417 HCS7 Signalized Intersection Results Summ General Information Intersection Information Agency Duration, h 0.25 Analyst Analysis Date 2/14/2020 Area Type Other Jurisdiction Urban Street Edwards Rd Time Period PHF 0.92 Analysis Year 2026 Analysis Period 1> 7:00 Intersection Oleander Blvd & Edwar... File Name natoleanderedwardspre.xus Project Description IPM Peak hour Pre -development Demand Information EB WB NB SB ppro Aach Movement L T R L T R L T R L T R Demand ( v ), veh/h 192 ' 398 290 79 387 26 309 3 88 61 47 275 129 Signal Information Cycle, s 96.0 Reference Phase 2 Offset, s 0 Reference Point End Green "1 Uncoordinated Yes Simult. Gap E/vv On Yellow 4 Force Mode Fixed Simult. Gap N/S I On Red ; C Timer Results Assigned Phase Case Number Phase Duration, s Change Period, ( Y+R_c ), s Max Allow Headway ( MAH ), s Queue Clearance Time ( g s), s Green Extension Time ( g e ), s Phase Call Probability Max Out Probability i 0 i 0. EBL EBT 7 4.= 1.1 4.0- 14.0 34.0 4.0 4.0 3.1 3.1... 9.3 19.8 0.0 2.0 1.00 1.00 1.00 0.12 I,TIT111 3 1.1 14.0 4.0 3.1 4.9 0.0 1.00 M O: 21 5 OA r_0 0 0.0 0.0 WBT NBL NBT SBL SBT 8 5 2 1_.. 6 4.0 1.1 4.0 1.1 4.0 34.0 14.0 34.0 14.0 34.0 4.0 4.0 4.0 4.0 4.0 3.1 3.1 3.0 3.1 •; 3.0 11.0 12.0 26.1 3.7 24.5 2.3 a 0.0 ' 0.9 0.0 1.1 1.00 1LL. 00 1.00 1.00 1.00 0.01 1.00 I 0.74 0.00 0.40 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 :. 14 3 8 18 5 2 12 1 6 ` 16 Adjusted Flow Rate ( v ), veh/hJe) 9 401 " 347 86 226 223 336 ', .� 477 .,. 51 439 Adjusted Saturation Flow Rate( s ), veh10 : 1900 1633 1739 1900 1858 1739 1781 1739 1727 Queue Service Time (g s ), s3 17.6 17.8 2.9 8.9 9.0 10.0 24.1 1.7 22.5 Cycle Queue Clearance Time ( g �) s3 17.6 17.8 2.9 8.9 9.0 10.0 24.1 1.7 22.5 Green Ratio (g/C) 42 �, 0.31 0.31 0.42 0.310.31 0.42 0.31 0.42 0.31 Capacity (c), veh/h 394 510 330 594 580 309 557 292 540 Volume -to -Capacity Ratio ( X) 61 10.675 0.680 0.260 0.381 0.384 1.086 0.857 0.175 0.814 Back of Queue ( Q ), ft/In ( 50 th percent.7 ' 200.3 175.8 29 96.9 99.2 : 290.1 302.4 16.9 263.5 Back of Queue ( Q ), veh/In ( 50 th perc9 8.0 7.0 1.1 3.9 3.8 11.2 116 0.6 10.1 Queue Storage Ratio ( RQ) ( 50 th perc00 =., 0.00 0.00 0.15 0.00 0.00 6.97 0.00 0.06 0.00 Uniform Delay ( d, ), s/veh t 19.3 28.8 28.8 19.5 25.8 25.8 27.0 31.0 20.6 30.4 Incremental Delay ( d 2 ), s/veh 0.3 2.5 ' 3.0 0.2 0.1 0.2 76.2 12.0 0.1 $_7 Initial Queue Delay ( d 3), s/veh j 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 19.5 31.2 31.8 19 7 1 25.9 25.9 103.2 43.0 20.7 39.1 Level of Service (LOS) B C i C B C C F D C D 'A pproach Delay, s/veh / LOS _. 28.9 C 24.9 C 67.9 E 37.2 D Intersection Delay, s/veh / LOS 40.9 v D _ . Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.92 B 1.92 B 2.28 B 2 28 �- B Bicycle LOS Score / LOS 1-A-.28 A 0.93 A 1.83 B 1 30 A Copyright © 2020 University of Florida, All Rights Reserved. HCS'm Streets Version 7.8 Generated: 6/2/2020 11:23:52 AM Page 401 of 417 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency Duration, h 0.25 Analyst Analysis Date 2/14/2020 Area Type Other_ Jurisdiction Time Period Edwards Rd Analysis Year Oleander Blvd & Edwar... File Name_ PM Peak hour Post -development PHF 2026 Analysis Period natoleanderedwardspost. xus 0.92 1> 7:00 Urban Street Intersection Project Description Demand Information Approach Movement Demand ( v ), veh/h Signal Information Cycle, s 96.0 Reference Phase Offset, s 0 Reference Point Uncoordinated Yes Simult. Gap E/W Force Mode Fixed Simult. Gap N/S EB L T R L 192 398 294 80 2 I tGreen End N1 110.0 30.0 10.0 On ,. Yellow 4,0 4.0 14.0 On _ Red L0.0 0.0 0.0 WB NB T R L T R 387 26 318 378 63 R 30.0 0.0 0.0 3.0 10.0 10.0 _ SB L T R� 47 275 129 2 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1.1 4.0 Phase Duration, s 14 0 34.0 14.0 34.0 14.0 34.0 14.0 34.0 Change Period, ( Y+R . ), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Allow Headway ( MAH ), s 3.1 3.1 3.1 3.1 3 1 3.0 3.1 3.0 Queue Clearance Time ( g,, ), s 9.3 20.0 4.9 11.0 12.0 26.3 3.7 24.5 Green Extension Time ( g e ), s 0.0 2.0 0.0 ! 2.3 0.0 0.9 0.0 1.1 Phase Call Probability 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Max Out Probability 1.00 0.13 0.06 0.01 1.00 0.79 0.00 0.40 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 4 14 3 8 18 5 2 12 1 6 16 .- Adjusted Flow Rate ( v ), veh/h 209 403 349 87 226 1 223 346 479 51 439 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 1900 1631 1739 1900 1858 1739 1780 1739 1727 Queue Service Time (g s ), s 7.3 17.8 18.0 2.9 8.9 9.0 10.0 24.3 1.7 22.5 Cycle Queue Clearance Time ( g C), s 7.3 17.8 18.0 2.9 8.9 9.0 10.0 24.3 1.7 22.5 Green Ratio ( g/C) s 0.42 0.31 0.31 0.42 0.31 0.31 0.42 0.31 0.42 0.31 Capacity ( c ), veh/h 453 594 510 329 594 580 309 556 290 540 Volume -to -Capacity Ratio (X) 0.461 j 0.679 0.684 0.265 0.381 0.384 1.118 0.862 0.176 0.814 Back of Queue ( Q ), ft/In ( 50 th percentile) 72.7 202.6 ! 177.3 29.4 96.9 99.2 313.8 305.4 16.9 263.5 Back of Queue (Q ), veh/In (50 th percentile) 2.9 8.1 7.1 1.1 3.9 3.8 12.1 11.7 0.6 10.1 Queue Storage Ratio ( RQ) ( 50 th percentile) 0.00 0.00 j 0.00 0.10 0.00 0.00 i.0.3 0.00 0.06 0.00 Uniform Delay ( d , ), s/veh 19.3 28.8 28.9 19.6 25.8 25.8 27.0 31.0 20.7 30.4 Incremental Delay ( d 2), s/veh 0.3 ! 2.6 3.1 0.2 0.1 0.2 86.8 12.5 0.1 8.7 Initial Queue Delay ( d 3 ), s/veh 0.0: 0.0 F 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 19.5 : 31.4 32.0 19.7 25.9 25.9 ! 113.9 ' 43.6 20.8 39.1 Level of Service (LOS) B C C 6 B C C 1 D C D Approach Delay, s/veh / LOS 29.0 C 24.9 C 73.0 1 37.2 D Intersection Delay, s/veh / LOS 42.6 D Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS ?� 1.92 B71.92 B 2.28 B 2.28 B Bicycle LOS Score / LOS :j 1 28 A A 1.85 B 1.30 A Copyright © 2020 University of Florida, All Rights Reserved. HCS'm Streets Version 7.8 Generated: 6/2/2020 11:26:57 AM Page 402 of 417 Natalie's Expansion -Traffic Impact Study r0Ri'r1te)zcr City of Fort Pierce Engineering Department Intersection Timing Sheet Name US-1 at Edwards Road Part I Actuated Timing Information Non -coordinated Operation Phase 1 2 3 4 5 6 7 8 Approach NBLT SIB EBLT WS SBLT NB WBLT EB Initial 8 15 5 8 8 15 5 8 Passage 3.0 3.0 3.0 3.0 30 3.0 3.0 3.0 Max1 15.0 45.0 20.0 30.0 15.0 45.0 15.0 30.0 Yellow 4.4 4.4 4.0 3.7 4.4 4.4 3.7 4.0 Red 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Walk 7.0 5.0 Ped Clear 21.0 27.0 Recall Min Min LT Type Prot+Perm Prot+Penn Prot+Perm Prot+Perm Part i/ Coordlnated Timing information Pattern Tables PHASE 1 2 3 4 5 6 7 a Cycle Offset Split Pattern 1 17 68 25 20 17 68 15 30 130 47 Split Pattern 2 17 68 15 30 15 70 15 30 130 82 Split Pattern 3 25 85 25 15 15 90 15 25 150 59 Split Pattern 4 15 53 14 38 15 53 14 38 120 32 Split Pattern 5 17 68 25 20 15 70 15 30 130 82 Split Pattern 6 25 85 25 15 15 90 15 25 140 59 Schedule Implementation Schedule Notes Day Plan 1 (WEEKDAYS) Day Plan 2 (WEEKENDS) Day Plan 3 (Special) Start End Split Start End Split 0:00 6:30 100 0:00 8:00 100 6:30 9:00 1 8:00 10:00 4 9:00 11:00 2 10:00 18:00 5 11:00 15:00 6 18:00 20:00 4 15:00 18:30 3 20:00 0:00 100 18:30 21:00 4 21:00 0:00 100 Part i// Notes and Comments 1. Installed new system and signal timing by AECOM (FDOT Retiming Contract C9028; FM 230017 7 32 01) Page 45 Page 403 of 417 HCS7 Signalized Intersection Results Summary General Information Agency Analyst Jurisdiction Urban Street Intersection Intersection Information Analysis Date Time Period Edwards Rd Analysis Year US 1 & Edwards Rd File Name p PM Peak hour Pre -development K nd Information y EB WB .ach Movement L T R L R nd (v ), veh/h 134 8 298 14 11 ' r 8 Signal Information Cycle, s 126.0 Reference Phase 2 Offset, s 0 _' Reference Point Uncoordinated Yes Simult. Gap E/W End ,Green 15.0 On Yellow 4.0 Force Mode Fixed Simult. Gap N/S On Red 0.0 Duration, h 0.25 2/14/2020 Area Type Other PHF 0.92 2026 Analysis Period 1> 7:00 natUS1edwards re.xus NB SB L J T t R L T R 260 .1229 F6 3 1633 228 0 _ 115.0 .'0 10..0 4.0 4.0 44.04.0 0.0 '0.0 0.0 0.0 0.0 0.0 Timer Results T Assigned Phase Case Number Phase Duration, s Change Period, ( Y+R ), s .: Max Allow Headway ( MAH ), s T, Queue Clearance Time (g s), s _ Green Extension Time (g e ), s Phase Call Probability Max Out Probability EBLEBT 7 4 1.1 4.0 WBL 3 1.1 19 0 4.0 3.1 2.7 0.0 1.00 0.00 WBT 8 4.0 34.0 4.0 3.3 3.1 0.8 1.00 0.00 NBL 5 NBT 2 4.0 49.0 4.0 SBL 1 1.1 19.0 4.0 SBT 6 4.0 49.0 1.1 24.0 4.0 39.0 19.0 4.0 4.0 4A 3.1 3.3 3.1 3.0 47.0 3.1 _ 2.1 0.0 1.00 0.00 3.0 47.0 0.0 1.00 1.00 8.5 25.6 0.2 0.4 1.00 1.00 0.00 0.46 17.0 0.0 1.00 1.00 0.0 1.00 1.00 Movement Group Results EB WB _ Approach Movement 16.5 T R L T R_ Assigned Movement 4 14 3 8 18 Adjusted Flow Rate ( v ), veh/h 6 t 333 15 21 Adjusted Saturation Flow Rate ( s)-, veh/h/In10 1617 1739 1766 Queue Service Time ( g s), s 23.6 ! 0.7 1.1 Cycle Queue Clearance Time ( g c ), s 5 23.6 0.7 1.1 Green Ratio (g/C) 0.41 0.28 0.36 0.24 Capacity ( c ), veh/h7 11 668 449 j 341 421 Volume -to -Capacity Ratio (X) 0.218 0.741 0.045 0.049 Back of Queue ( 6), ft/In ( 50 th percentile) 68.3 247.6 7.7 12.2 Back of Queue ( Q ), veh/In ( 50 th percentile) �, 2.7 9.9 0.3 0.5 { Queue Storage Ratio ( RQ) ( 50 th percentile) F 0.34 0.00 0.03 0.00 Uniform Delay ( d i ), s/veh y 23.7 41.4 28.0 37.0 Incremental Delay ( d 2 ), s/veh 0.1 5.7 0.0 0.0 Initial Queue Delay ( ds ), s/veh �p mi u{ 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 23.7 47.1 28.0 37.0 . . ' Level of Service (LOS) jI C D C D Approach Delay, s/veh / LOS 40.0 D 33.2 _ C " Intersection Delay, s/veh / LOS 190.8 Multimodal Results EB WB _ Pedestrian LOS Score / LOS 2.30 B 2.30 B Bicycle LOS Score / LOS 1.28 A 0.55 A Copyright © 2020 University of Florida, All Rights Reserved. HCSTm Streets Version 7.8 NB SB L T R L, T R 5 2 12 1 6 16 283 672 671 3 1011 1011 1739 1826 1823 7,1739 1826 1749 15.0 45.0 45.0 0.1 45.0 45.0 15.0 45.0 45.0 0.1 45.0 45.0 0.48 0.36 0.36 0.48 0.36 0.36 264 652 651 264 652 625 1.070 1.030 1.030 0.012 1.551 1.619 264.2 708.2 680.2 1.3 1708.1 ' 1705.1 10.2 27.2 27.2 0.0 , 65.7 68.2 0.75 0.00 0.00 0.01 0.00 0.00 39.6 40.5 40.5 25.4 40.5 40.5 75.1 43.2 43.3 0.0 255.5 286.1 0.0 0.0 0.0 0.0 0.0 0.0 114.7 ` 83.7 83.8 25.4 296.0 326.6 F F F 89.1 F J'_­C;�_­L­iLJ_'__F _ 310.8 F F NB SB 1.93 B 1.93 B 1.83 B 2.16 B Generated: 6/2/2020 11:31.1.2 AM Page 404 of 417 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency Duration, h 0.25 Analyst Analysis Date 2/14/2020 Area Type Other Jurisdiction Time Period PHF 0.92 Urban Street Edwards Rd Analysis Year IUS 1 & Edward_ s Rd File Name IPM Peak hour Post -development 2026 Analysis Period natUS1edwardspost.xus 1> 7:00 Intersection Project Description Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v ), veh/h 135 8 299 14 11 $ 261 1229 6 3 1633 228 Signal Information ;� n Cycle, s 126.0 Reference Phase 2 '•� , z Offset, s 0 Reference Point End Green 15.0 45.0 15.0 1.0 30.0 0.0 Uncoordinated Yes Simult. Gap E!W i On Yellow 4.0 4.0 4.0 4.0 4.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 10.0 0.0 0.0 0.0 0.0 0.0 __- Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1.1 4.0 Phase Duration, s 24.0 39.0 19.0 34.0 1 19.0 49.0 19.0 49.0 Change Period, (Y+R c ), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Allow Headway ( MAH ), s 3.1 3.3 3.1 3.3 3.1 3.0 3.1 3.0 �. _ - Queue Clearance Time( g s ), s 8.5 25.7 2.7 3.1 17.0 47.0 2.1 47.0 Green Extension Time ( g e ), s 0.2 0.4 0.0 0.8 0.0 0.0 0.0 0.0 Phase Call Probability 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Max Out Probability 0.00 0.49 0.00 0.00 1.00 1.00 0.00 1.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 147 334 15 21 284 672 671 3 1011 1011 Adjusted Saturation Flow Rate ( s). veh/h/In 1810 1617 1 1739 1766 1739 1826 1823 1739 1826 1749 Queue Service Time ( g s ), s 6.5 23.7 0.7 1.1 15.0 45.0 45.0 0.1 45.0 45.0 Cycle Queue Clearance Time ( g J s 6.5 23.7 0.7 1.1 15.0 45.0 45.0 0.1 45.0 45.0 Green Ratio ( g/C) 0.41 0.28 0.36 0.24 0.48 0.36 0.36 0.48 0.36 0.36 Capacity ( c ), veh/h 668 449 340 421 264 652 651 264 652 625 Volume -to -Capacity Ratio ( X) 0.220 ' 0.743 0.045 0.049 1.074 1.030 1.030 0.012 1.551 1.619 Back of Queue ( Q ), ft/In ( 50 th percentile) 68.8 249 7.7 12.2 266.7 708.2 680.2 1.3 1708.1 ;1705.7 Back of Queue ( Q ), veh/In ( 50 th percentile) 2.8 10.0 0.3 ! 0.5 10.3 27.2 27.2 0.0 65.7 68.2 Queue Storage Ratio ( RQ) ( 50 th percentile) 0.34 0.00 0.03 ! 0.00 0.76 0.00 0.00 0.01 0.00 0.00 Uniform Delay ( d , ), s/veh 23.7 41.4 28.0 37.0 39.6 40.5 40.5 25.4 40.5 40.5 Incremental Delay ( d 2 ), s/veh 0.1 5.8 0.0 0.0 76.4 43.2 43.3 0.0 255.5 286.1 Initial Queue Delay ( d3), s/veh 0.0 0.0 ! 0.0 0.0 0.0 0.0 0._0 0.0 0.0 0.01 Control Delay ( d), s/veh 23.8 47.2 28.0 37.0 116.0 83.7 83 8 25.4 296.0 326.6 Level of Service (LOS) C D C D F F F C F F Approach Delay, s/veh / LOS 40.1 D 33.2 C 89.3 F 310.8 F Intersection Delay, s/veh / LOS 190.8 F,. Multimodal Results EB WB NB SB _ . Pedestrian LOS Score / LOS 2 30 B 2.30 B 1.93 B 1.93 B Bicycle LOS Score / LOS 1.28 A 0.55 A 1.83 B 2.16 B Copyright © 2020 University of Florida, All Rights Reserved. HCSTI Streets Version 7.8 Generated: 6/2/2020 11:34:59 AM Page 405 of 417 Natalie's Expansion - Traffic Impact Study DB Editor Report eCOMOUTE St. Lucie County 00003 - 25TH ST @ BELL AVE - - Econolite Type - Cobalt Controller Timing Plan (MM) 2.1 Plan 1 _ " Page 1 of I Phase 1 2 3 4 5 7 8 9 10 11 12 13 14 15 10 Direction -L S-T -L W-T S-L N-T W-L E-T N N N N N N N N Min Green 7 7 0 7 7 7 0 0 5 5 5 5 5 5 5 5 Bk Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CS Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Walk 0 0 0 10 0 110 10 0 0 10 0 10 0 10 0 10 alk2 7-5-0 0 0 0 0 0 0 0 0 0 0 0 0 Walk Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pad Clear 0 0 2 0 24 0 0 0 16 0 16 0 16 0 16 Ped Clear 2 0 0 0 0 0 0 0 0 0 0 0 0 Ped Clear Max o 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 Pad CO 0 10 0 0 0 0 0 0 0 0 0 0 Vehicle Ext .0 5.0 0.0 7.0 4.0 4.0 6.0 0.0 15.0 5.0 5.0 5.0 5.0 j.0 5.0 5.0 Vehicle Ext 2 0.0 0.0 0.0 F.0 0.0 0.0 0.0 10.0 0.0 0.0 .0 0.0 0 0 .0 0.0 0.0 Max1 10 60 0 20 10 60 0 1035 35 35 35 35 35 35 35 Max2 0 0 0 0 0 0 0 0 40 0 40 40 tO 40 40 Max3 0 0 00 0 0 00 0 0 0 0 0 DYM Max 0 0 0 0 0 0 0 0 0 o 0 0 0 Dym Step 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 .0 .0 0.0 0.0 0.0 0.0 Yellow 4.0 4.0 0.0 .0 4.0 .0 .0 0.0 .0 3.0 .0 .0 3.0 3.0 3.0 30 Red Clear 1.0 1.0 0.0 1.0 1.0 1.0 .0 0.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Red Max 0.0 0.0 0.0 0.0 0.0 0.0 .Q 0.0 0.0 0.0 .0 .0 0.0 0.0 0.0 00 Red Revert 2.0 2.0 0.0 .0 0.0 2.0 Q 0.0 .0 2.0 .0 2.0 2.0 2.0 .0 2.0 Act B4 0 0 0 0 0 0 0 0 0 0 0 0 Sec/Act 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 Max Int 0 0 0 0 0 0 0 0 0 0 0 0 0 Time B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cars Wt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STPTDuc 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 OA 0.0 .0 0.0 TTReduc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Min Gap 6.0 6.0 in.0 0.0 10.0 0.0 .0 0.0 0.0 0.0 10.0 P.O 0.0 0.0 .0 0.0 fi le:N/C:/Users/SpataroA/A ppDataJRoami nglEcono lite/Prints/2 836/PrintAll. html 4/20/2020 Page 47 Page 406 of 417 HCS7 Signalized Intersection Results Summary General Information -- - --I Intersection Information Agency Duration, h 0.25 Analyst Jurisdiction -,-, Urban Street Analysis Date 2/14/2020 Area Type Other Time Period 2026 nat25bellpre.xus PHF 1 Analysis Period 0.92 1> 7:00 S 25th street Analysis Year Intersection 1S 25th St & Bell Ave File Name Proiect Description IPM Peak hour Pre -development Demand Information I EB (Approach Movement J L T R L 'Demand ( v), veh/h 322 Signal Information M M Cycle, s 102.0 Reference Phase 2 Offset, s 0 Reference Point -Yes- End Green 10.0 160.0 20.0 Uncoordinated es Simult. Simult. Gap E/W On Yellow 4.0 14.0 Force Mode Fixed 1 Simult. Gap N/S On Red 0.0 1 14.0 Timer Results EBL EBT WSL -Assigned Phase Case Number -Phase Duration, s Change Period, ( Y+R,), s Max Allow Headway (MAH), s Queue Clearance Time 59-S s -Green Extension Time ( g s Phase Call Probability Max Out Probability Movement Group Results EB Approach Movement L T Assigned Movement Adjusted Flow Rate ( v), veh/h Adjusted Saturation Flow Rate s), veh/h/In Queue Service Time ( g s), s Cycle Queue Clearance Time ( g c s Green Ratio ( g1C) Capacity ( c), veh/h Volume -to -Capacity Ratio (X) Back of Queue ( Q ft/In ( 50 th percentile) Back of Queue ( Q veh/In 50 th percentile) Queue Storage Ratio ( RQ) ( 50 th percentile) Liniform" Delay (7), s/veh Incremental Delay (,d 2 ), s/veh Initial Queue Delay (d, 3 ), s/veh Control Delay ( d), s1veh Level of Service (LOS) Approach Delay, s/veh / LOS 0.0 Intersection Delay, s/veh / LOS 1WWWPW -MR-M WB NB SB T R L T R Lj-T R- 160 bbu 121 171 1334 21 U.0 U.0 WBT NBL NBT SBL S 8 2 1 9.0 8.3 1 1.0 24.0 64.0 14.0 1 ' 4.0 4.0 0 3.0 t4. 3.1 22.0 15.4 5.6 0.0 6.9 0.1 1.00 1.00 1.00 1.001 0.01 0 0.24 WB T:- R 3 35-0J 1739 20.0 20.0 020 34'i 1.0261, 351.2 13.5 1,17 41.0 55.7 0.0 96.7 9FJ 77.5 20.4 18 174 1547 10A 10.4 0.20 - -303 0.573 1102.7 3.6 0.34 37.1 1.7 0.0 E Multimodal Results EB WB Pedestrian LOS Score / LOS 2.15 B 2.32 B Bicycle LOS Score / LOS I I PF Copyright @ 2020 University of Florida, All Rights Reserved. HCS1m Streets Version 7.8 SBT 6 4.0 78.0 4.0 will 22.0 6.9 1.00 0.01 L NB T R SB L T R 2 441 12 418 1 6 186 1450 182,6 1 1728 13.3 13.4 13.3 13.4 0.59 1074 1016 0.411 0.411 126.5 115127.4 4.6- 4.6 0.00 0.00 1739 3. 3.6 0.711 528 0.352 1.1--,5.6 0.09 1738 .0 20.0 0.73 2522 0.575 145.9 0.00 1--6.6 0.2- 11.4 11.44 6.6 0.1 0.1 0.1 0.0 0.0 0.0 0.0 11.5 11.5 6.7 6.8 B B A A 11.5 -]F-B 6.8 A C 1.88 B 0.65 A 7 NB SB .20 1.84 B ,7"----.-11----.------ Generated: 61212020 11:37:32 AM Page 407 of 417 HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency Duration, h 0.25 Analyst Analysis Date 2/14/2020 Area Type Other Jurisdiction Time Period PHF 0.92 Urban Street S 25th street Analysis Year. 2026 1 Analysis Period 1> 7:00 Intersection S 25th St & Bell Ave File Name nat25bellpost.xus Project Description PM Peak hour Post -development Demand Information Approach MovementL�� Demand ( v ), veh/h Signal Information Cycle, s 102.0 Reference Phase 2 s 0 Reference Point End Green ,Offset, Uncoordinated] Yes Simult. Gap E/W On Yellow Force Mode Fixed Simult. Gap N/S On Red 333 Timer Results EBL EBT Assigned Phase Case Number Phase Duration, s Change Period, ( Y+R c ), s Max Allow Headway ( MAH ), s Queue Clearance Time (g s ), s Green Extension Time ( g e ), s Phase Call Probability Max Out Probability Movement Group Results EB Approach Movement L { T R Assigned Movement Adjusted Flow Ratek( v ), veh/h Adjusted Saturation Flow Rate ( s ), veh/h/In Queue Service Time ( g s), s Cycle Queue Clearance Time_ ( g c ), s Green Ratio ( g/C) Capacity ( c ), veh/h Volume -to -Capacity Ratio (X) Back of Queue ( Q ), ft/In ( 50 th percentile) Back of Queue ( Q ), veh/In ( 50 th percentile) Queue Storage Ratio ( RQ) ( 50 th percentile) Uniform Delay( d i ), s/veh Incremental Delay ( d 2), s/veh Initial Queue Delay ( d 3 ), s/veh Control Delay ( d ), s/veh Level of Service (LOS) Approach Delay, s/veh / LOS 0.0 Intersection Delay, s/veh / LOS Multimodal Results EB Pedestrian LOS Score / LOS 2.15 B Bicycle LOS Score / LOS 1.00 ►0 �L T R 3 _ 18 362 �; _178 1739 1547 20.0 10.7 20.0 4 10.7 0.20 0.20 341 303 1.062 0.588 376.4 106.3 14.5 4.1 1.25 s 0.35 41.0 37.3 65.9 2.0 0.0 0.0 106.9 39.3 84.6 F 22.0 NB SB L T IR F T R. 669 126 173 1334 w 711 1z 0.0 11,19 -low _.. NBL NBT SBL SBT 2 1 6 8.3 1.0 4.0 64-.0 14.0 78.0 4.0 4.0 4.0 3.0 3.1 3.0 15.5 5.6 22.0„ 6.9 0.1 6.9 1.00 1.00 1.00 0.01 0.26 0.01 . NB SB _�_. L T R L T R 2 12 1 6 444 426 188 1450 1826 1725 1739 1738 13.4 13.5 3.6 20.0 13.4 13.5 3.6 20.0 0.59 0.59 0.71 0.73 1074 1015 526 2522 0.414 0.4158 0.575 127.8 116.2t27.17 145.9 ' 4.9 4.61 5.6 0.00 0.00.09 0.00 11.4 11.4 6.6 6.6 0.1 0.1 0.2 0.2 0.0 0.0 0.0 0.0 4 �� 11.5 11.5 6.8 6.8 B B A A 11.5 _.' 1. B 6.8 A WB NB SB 2 32 B 1.88 B 0.65 A F 1.20 1 A 1.84 1 B copyright © 2020 University of Florida, All Rights Reserved. HCS'm Streets Version 7.8 Generated: 6/2/2020 11739:04 AM Page 408 of 417 Kimley»>Horn To: Kori Benton, AICP Associate Planning Manager St. Lucie County Planning and Development Services From: Nicholas J. Mora, P.E. Alexander R. Memering, E.I.T. ARM Kimley-Horn and Associates, Inc. Kimley-Horn and Associates, Inc. Date: June 3, 2020 Re: Natalie's Expansion Final Review of Traffic Impact Study Kimley-Horn has reviewed Traffic Impact Study (dated May 2020) prepared by Culpepper & Terpening, Inc. related to the above -mentioned project. The proposed project consists of a 44,700-square foot manufacturing facility expansion generally located at the western terminus of Digiorgio Road in St. Lucie County. The total trip generation potential for the proposed expansion is 301 daily trips, 28 AM peak hour trips (22 entering/6 exiting) and 30 PM peak hour trips (9 entering/21 exiting). Access to the site is provided via an existing driveway which is an extension of DiGiorgio Road. The analysis demonstrates that adjacent impacted roadways have sufficient capacity available to support the proposed project trips. Furthermore, the project will not adversely impact the study area intersections based on the nominal number of project trips being assigned to the intersections. We have no further comments for the applicant at this time. Thank you for the opportunity to assist St. Lucie County in reviewing this project. Please contact us if you have any questions or need additional information. Page 409 of 417 I N I I I I I I I Control Elevation 40 80 GRAPHIC SCALE: 1 " = 40' Littoral Zone Typical 1 00' Plan View NORTH COMPUTER FILE REF. FIELD BK./PG. I ii-i-nral 7nnP Plan-F ��hP�iIIP C2(ITA NI I/ - AI //-'('l h A K A rl NI /-cer ruerum / r\eo iviapie 5HRU15 AREAS DOTANICAUCOMMON Juncus effusus / Soft Rush Nuphar lutea / 5patterdock Pontederia cordata / Pickeral Weed 5agittaria latifolia / Duck Potato 5cirpu5 validus / 50ft5tem Bulrush 4"pot@ 24" oc Bare Root @ 45" oc Dare Root @ 3G" oc Bare Root @ 30" oc 4"pot@ 3G" oc Landscape Notes: 1. All plants shall conform to established nursery grades and standards, to be Florida No. 1 or better, and shall be free ofdisease sand insects at the time of installation. 2. Trees shall be a minimum of (12) feet in height and have a caliper of two and one-half (2 %) inches at four and one half (4 %) feet above the ground when installed. 3. All required trees, except palms, shall have a minimum of five (5) feet of clear trunk and a minimum five (5) foot canopy spread at the time of planting. 4. All palm trees shall have a minimum clear trunk of ten (10) feet when installed. Three palm trees are equal to one shade tree having a mature canopy spread of fifteen (15) feet. 5. Shrubs shall be a minimum of twenty-four (24) inches in height above grade immediately after planting. 25% of all shrubs shall be Florida native. 6. Groundcovers, other than grass, shall be planted in a manner as to present a finished appearance and reasonably complete coverage within four (4) months after planting. 7. Turf grass shall be installed using solid sod and shall be either Bahia or St. Augustine sod. 8. All landscape areas other than sod will be provided a mulch cover of at least three (3) inches. Cypress mulch shall not be used. 9. All landscaping within vehicular use areas shall be protected by a six inch non -mountable curb 10. All existing native vegetation found on the site and is not in direct conflict with the proposed building or parking areas shall be left undisturbed. A suitable protective barrier, constructed of metal, wood, safety fencing, or other durable material will be placed around the staked out locations of existing native vegetation. 11. No fill materials, construction materials, concrete, paint, chemicals, or other foreign materials shall be stored, deposited, or disposed of within any areas that have been staked or fenced off as being undisturbed native vegetation areas. 12. Existing understory shall be maintained in areas of undisturbed native vegetation. 13. All Category 1 exotic plant species will be eradicated from the site. 14. Conspicuous, durable barricades will be erected around each individual tree or areas of vegetation that are to be preserved. In the event that any protective barricades are removed or altered and land clearing or construction work is being conducted on the site, all work at the site will be stopped until the barriers are restored and any necessary corrective actions taken to repair or replant any vegetation removed or damaged as a result of these encroachments. 15. All landscape shall be irrigated by automatic means per section 7.09.04 (C)(3). 10' LANDSCAPE STRIP CAL 51ZE 2" Diameter 8'-10' HT — R E V I S 1 0 N S— BY DATE REVISED PER STAFF COMMENTS (DATED 4/9/20) DH 4/30/20 8' FENCE AND LANDSCAPING PER SECTI❑N 7.09.04E SUBJECT TO WAIVER FROM ADJACENT PROPERTY OWNERS BY DATE DRAWN DH CHECKED GB APPROVED GB Landscape Requirements: VUA along Property Line North - 415/30 = 14 Trees required West- 140/30 = 5 Trees required South-441/30 = 15 Trees required VUA along Right -of -Way 874/30 = 29 Trees required Interior VUA 171,500 Sq. Ft. Vehicular Use Area (Regular) 171,500/ 18 = 9,527.77 Sq. Ft. Required Landscape Area 9,528/180 = 53 Trees Required Total Trees Required-116 Trees @ 2.5" Caliper= 290 total caliper inches Tree Mitigation Total Tree Inches Removed (12"+) - 480 inches Total Tree Inches Preserved (2.5" +) -346 inches 480 - 346 = 134 x 2 = 268" Tree caliper inches required per Mitigation Total Project Trees Required = 558 Caliper Inches Total Project Trees Proposed = 567 Caliper Inches Littoral Zone 1,113 L.F. of lake edge x 10 Sq. Ft. = 11,130 Sq. Ft. Required Littoral Zone 1,113/90 = 13 Trees Required (Min 25 gal.) PLANT 5CH EDU LE TREES BOTANICAL NAME / COMMON NAME CONT CAL 51ZE QTY GL Gordonia lasianthus / Loblolly Bay 45 gal 3" DDH 14' Ht 47 5HRUB5 CHR Ilex cassine / Dahoon Holly 5td. Quercus virginiana / Live Oak Taxodium distichum / Bald Cypress Ulmus alata / Winged Elm 30 gal 3" DBH 12' - 14' Ht 45 gal 3" DDH 12' - 14' Ht G5 gal 3" DDH 12' - 14' Ht 45 gal 3" DDH 12' - 14' Ht BOTANICAL NAME / COMMON NAME 51ZE Chrysobalanus icaco 'Red Tip' / Red Tipped Cocoplum 3 gal 24" CA Forestieria secgregata / Florida Privet 7 gal 48" HT, 3G" 5FK, FULL Hamelia patens ' Compacta' / Dwarf Firebush 3 gal EXISTING TREE LEGEND: CANOPY TREE WITH INCHES TO DE REMOVED �2" 0» CANOPY TREE WITH INCHES TO BE PRESERVED PALM TREE TO BE PRESERVED 14" PALM TREE TO BE RELOCATED 4" NATALIES PRELIMINARY LANDSCAPE PLAN 4G 22 55 QTY 3G9 231 9 DATE: 3-12-20 HORIZ. VERT. SCALE:1 "=40' SCALE: N\A JOB No. SHEET 1 OF 1 Page 410 of 417 o COMPUTER BY DATE FIELD BK./PG. R E V I S I O N` S FILE REF. ;"CULPEPPER TERPENING1 1N N 1706/35 €ry CONSULTING ENGINEERS LAND SURVEYORS' r Graphic Sheet :-0.. o R. 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 ant N 151 SW FLAGLER AVENUE • STUART, FLORIDA 34994 PHONE 772-464-3537 • FAX 772-464-9497 • www.ct-eng.com ow g . STATE OF FLORIDA CERTIFICATION No. LB 4286 BY BATE DESIGNED CALCS. RNJ 5/07/18 DRAWN GLM 5/08/18 DETAILED - CHECKED TPK 3/19/20 APPROVED TPK 3 19 20 DATE: 3/19/2020 HORIZ. SCALE: ' 1 "=50' VERT. SCALE: JOB No. 17-211 SHEET 2 of 2 a Page 412 of 417 Environmental resources FINAL REPORT TO: Kris McCrain, Planning & Development Services Department THROUGH: Amy E. Griffin, Environmental Resources Director FROM: Jennifer McGee, Environmental Regulations Manager DATE: June 2, 2020 SUBJECT: Orchid Island Juice Company (DiGiorgio Rd. Plant) SPMj-3202025712 Background The applicant is proposing to expand the existing Orchid Island Juice Company on the subject site to add an additional 76,000 square feet, resulting in a total of 132,168 square feet of production and support area and required parking, landscaping, and stormwater improvements. The 11.89-acre site is located at 1650 DiGiorgio Rd. in Fort Pierce. Findings An Environmental Impact Report prepared by Hobe Sound Environmental Consultants, Inc. was provided and found to be consistent with LDC 11.02.09.A.5. The subject site is primarily comprised of developed commercial/distribution services, constituting 7.24-acres, with the following undeveloped area classifications: 1.32-acres exotic uplands, 0.73-acres disturbed uplands, 0.23-acres exotic wetland hardwoods, 1.10-acres palmetto prairies, and 1.21-acres of other surface waters. The proposed project will impact the 0.23-acre exotic hardwood wetland, which is dominated by invasive vegetation including melaleuca and strawberry guava, and native dahoon holly and swamp fern. The subject wetland has been determined by South Florida Water Management District to be isolated and less than 0.5-acre, therefore no mitigation is required. This wetland is considered a Category III wetland per the St. Lucie County Comprehensive Plan Policy 6.1.14.1. The subject wetland is considered poor quality with extensive invasive vegetative coverage and poor hydrology. Additionally, the wetland is centrally located in the proposed expansion area, making avoidance of impacts unfeasible. As such, the Environmental Resources Director has reviewed the proposed impacts and granted an administrative Category III wetland waiver in accordance with Comprehensive Plan Policy 6.1.14.4. The site contains marginal habitat for gopher tortoises and preliminary surveys located four (4) potentially occupied burrows onsite. Prior to initiation of any clearing activities, an updated survey and relocation permit from Florida Fish and Wildlife Conservation Commission shall be provided for any burrows located within 25 ft. of proposed construction. No other listed species were found to be present onsite. The proposed project will impact 480 inches diameter at breast height (DBH) of native canopy trees meeting the minimum mitigation thresholds outlined in LDC 6.00.05.D, resulting in a total of 960 inches DBH of required mitigation (480 total inches DBH to be impacted at the required 2:1 mitigation ratio). Mitigation for these impacts has been provided via onsite preservation of 346 inches DBH of native ST. LUCIE Page 413 of 417 canopy trees and additional onsite planting of 268 inches DBH of native canopy trees above and beyond the minimum landscaping requirements. A landscape plan prepared by Greg Boggs (revision date 5/27/20) was reviewed and approved by ERD to be consistent with the requirements of Land Development Code 7.09.00. Recommendation Staff has no objection to the proposed Major Site Plan with the conditions outlined below. Conditions of Approval 1) Prior to issuance of a Certificate of Occupancy, all onsite Category I invasive species shall be eradicated. 2) Prior to issuance of a vegetation removal permit, an updated survey and permit from Florida Fish and Wildlife Conservation Commission for relocation of tortoises located within 25 ft. of proposed construction activities shall be required. Please contact Jennifer McGee at 772-462-3862 if you have any questions or if you would like to meet regarding the details on these requirements. ST. LUCIE Page 414 of 417 r Luc a- AGENDA REQUEST TO: Board of County Commissioners PRESENTED BY: Toby Long SUBMITTED BY: Sheriff's Office 10. E.1. 2020-49909 REGULAR AGENDA - SHERIFF'S OFFICE DATE: 6/16/2020 *ACTION ITEM - BUDGET AMENDMENT SUBJECT: Request for a Budget Amendment for Ransomware Attack and Response to COVID- 19 Pandemic of $1,042,117.00 BACKGROUND: The attached costs are for expenditures paid based on the challenges faced by the Sheriff's Office in fiscal year 2019-2020 in the amount of $1,042,117. The Sheriff formally request a budget amendment to the Board of County Commissioners due to the ransomware attack in December 2019 and the ongoing response to the COVID-19 Pandemic. PREVIOUS ACTION: N/A FINANCIAL IMPACT: Advance disaster funds will be provided from the St. Lucie County Emergency Reserve (001-9910-599301- 910000) for $1,042,117. RECOMMENDATION: Staff recommends that the Board approve the request for reimbursement and budget amendment for FY 2019-2020 in the amount of $1,042,117.00. COMMISSION ACTION: RESULT: MOVER: None SECONDER: None AYES: None Page 415 of 417 NAYS: None EXCUSED: None Coordination/Signatures Date: June 01, 2020 Ken J. Mascara -(L, Jennifer Hill, Office of Management & Budget Director Daniel McIntyre, County Attorney Howard Tipton, County Administrator Date: June 02, 2020 Date: June 02, 2020 Date: June 02, 2020 Page 416 of 417 y�GtE CqG�Ak� fterif f KEN J. MASCARA 4700 West Midway Road, Fort Pierce, Florida 34981 MEMORANDUM Member National Sheriffs' Association Member Florida Sheriffs' Association Telephone: (772) 462-7300 • Fax: (772) 489-5851 TO: Cathy Townsend, Chair St. Lucie County Board of County Commission VIA: Howard Tipton, County A inistrator FROM: Sheriff Ken J. Mascar RE: June 16, 2020 Age ern — Budget Amendment Request DATE: May 28, 2020 Based on challenges faced by the St. Lucie County Sheriff's Office in fiscal year 2019/20, 1 would like to formally present a budget amendment to the Board of County Commissioners at the June 16, 2020 meeting. Rationale for request: • Ransomware attack December 2019-January 2020 t o $486,000 for virus mitigation, consulting, hardware and software. tAn insurance claim has been filed. When the agency is reimbursed, we will reimburse the County. • Coronavirus Pandemic March 2020-present# o Purchases of PPE and sanitation supplies $167,175. o Increased food costs due to trustees being quarantined $72,142. o Nursing contract for specialized nursing services for Covid-19 positive inmates as recommended by the State DOH $316,800. o Additional unbudgeted staff overtime due to 16 deputies being quarantined (cost TBD). Additional unbudgeted costs depending on future outbreaks, PPE, food, etc. may substantiate additional budget amendments. *We believe these costs are FEMA reimbursable. FJ-ORIDA I G'-- Page 417 of 417