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2021 08 05 Planning and Zoning LPA Regular Meeting Agenda
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING AGENDA THURSDAY, AUGUST 5, 2021 - 5:30 PM CITY HALL - COMMISSION CHAMBERS 1126 EAST STATE ROAD 434, WINTER SPRINGS, FLORIDA 1 CALL TO ORDER Roll Call Invocation Pledge of Allegiance Agenda Changes AWARDS AND PRESENTATIONS 100. Not Used INFORMATIONAL AGENDA 200. Not Used PUBLIC INPUT Anyone who wishes to speak during Public Input on any Agenda Item or subject matter will need to fill out a “Public Input” form. Individuals will limit their comments to three (3) minutes, and representatives of groups or homeowners' associations shall limit their comments to five (5) minutes, unless otherwise determined by the City Commission. CONSENT AGENDA 300. Approval of the Thursday, June 3, 2021 Planning and Zoning Board/Local Planning Agency Regular Meeting Minutes. Minutes PUBLIC HEARINGS AGENDA 400. Review of Ordinance 2021-06 an Ordinance of the City Commission of the City of Winter Springs, Florida, amending the text of the City’s Comprehensive Plan to include a Property Rights Element as required by law; providing for the repeal of prior inconsistent ordinances and resolutions, incorporation into the comprehensive plan, severability and an effective date and legal status of the plan amendment. Ordinance 2021-06 Property Rights Element Ordinance 2021-06 Legal Ad 401. Chase Bank - Aesthetic Plan Review, one Waiver, Final Engineering Review, and Development Agreement. Chase Bank Tuskawilla PZB Staff Report - FINAL Vicinity and Aerial Map SP2021-0005 Site Plan Review Application 2 Chase Bank Final Engineering 2020-0007 Aesthetic Review Aplication WA2021-0022 Waiver Application McDonalds Easement PHASE I ESA Geotech Report Traffic Impact Analysis REA Recorded Purchase and Sale Agreement 20201116 CC Chase Bank DA Recorded Stormwater Narrative Potable Water Demand Review Criteria Response JP Morgan Chase Development Agreement - Chase Bank Final Engineering FINAL REGULAR AGENDA 500. Not Used REPORTS PUBLIC INPUT Anyone who wishes to speak during Public Input on any Agenda Item or subject matter will need to fill out a “Public Input” form. Individuals will limit their comments to three (3) minutes, and representatives of groups or homeowners' associations shall limit their comments to five (5) minutes, unless otherwise determined by the City Commission. ADJOURNMENT PUBLIC NOTICE This is a Public Meeting, and the public is invited to attend and this Agenda is subject to change. Please be advised that one (1) or more Members of any of the City's Advisory Boards and Committees may be in attendance at this Meeting, and may participate in discussions. Persons with disabilities needing assistance to participate in any of these proceedings should contact the City of Winter Springs at (407) 327-1800 "at least 48 hours prior to meeting, a written request by a physically handicapped person to attend the meeting, directed to the chairperson or director of such board, commission, agency, or authority" - per Section 286.26 Florida Statutes. "If a person decides to appeal any decision made by the board, agency, or commission with respect to any matter considered at such meeting or hearing, he or she will need a record of the proceedings, and that, for such purpose, he or she may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based" - per Section 286.0105 Florida Statutes. 3 CITY OF WINTER SPRINGS, FLORIDA MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING JUNE 3, 2021 CALL TO ORDER Chairperson Kok Wan Mah called the Thursday, June 3, 2021 Planning and Zoning Board/Local Planning Agency Regular Meeting to Order at 5:30 p.m., in the Commission Chambers of the Municipal Building (City Hall, 1126 East State Road 434, Winter Springs, Florida 32708.) Roll Call: Chairperson Kok Wan Mah, present Board Member Michael Ferrante, present Board Member Bart Phillips, present Board Member Mark Gordon, present Board Member Kenneth Spalthoff, present Assistant City Attorney Kristin Eick, present City Clerk Christian Gowan, present A moment of silence was followed by the Pledge of Allegiance. No changes were made to the Agenda. REGULAR AGENDA - PART I 500) Election for Vice-Chairperson of the Planning and Zoning/Local Planning Agency for Calendar Year 2021 Chairperson Mah opened nominations. “I NOMINATE MICHAEL FERRANTE AS VICE-CHAIRPERSON.” MOTION BY CHAIRPERSON MAH. SECONDED BY BOARD MEMBER PHILLIPS. DISCUSSION. VOTE: CHAIRPERSON MAH: AYE BOARD MEMBER GORDON: AYE BOARD MEMBER PHILLIPS: AYE 4 CITY OF WINTER SPRINGS, FLORIDA MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING – JUNE 3, 2021 PAGE 2 OF 4 P L A N N I N G A N D Z O N I N G B O A R D / L O C A L P L A N N I N G A G E N C Y R E G U L A R M E E T I N G | W E D N E S D A Y , J U N E 5 , 2 0 1 9 | P A G E 2 OF 4 BOARD MEMBER SPALTHOFF: AYE BOARD MEMBER FERRANTE: AYE MOTION CARRIED. Michael Ferrante was elected as Vice-Chairperson. AWARDS AND PRESENTATIONS 100.) NOT USED INFORMATIONAL AGENDA 200.) NOT USED PUBLIC INPUT Chairperson Mah opened Public Input No one spoke. Chairperson Mah closed Public Input. CONSENT AGENDA 300) Approval of the Thursday, March 4th, 2021 Planning and Zoning Board/Local Planning Agency Regular Meeting Minutes. Minutes "MOTION TO ACCEPT THE MINUTES." MOTION BY VICE-CHAIRPERSON FERRANTE. SECONDED BY BOARD MEMBER GORDON. DISCUSSION. VOTE: CHAIRPERSON MAH: AYE VICE-CHAIRPERSON FERRANTE: AYE BOARD MEMBER PHILLIPS: AYE BOARD MEMBER GORDON: AYE BOARD MEMBER SPALTHOFF: AYE MOTION CARRIED. 5 CITY OF WINTER SPRINGS, FLORIDA MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING – JUNE 3, 2021 PAGE 3 OF 4 P L A N N I N G A N D Z O N I N G B O A R D / L O C A L P L A N N I N G A G E N C Y R E G U L A R M E E T I N G | W E D N E S D A Y , J U N E 5 , 2 0 1 9 | P A G E 3 OF 4 PUBLIC HEARINGS AGENDA 400) Review of Ordinance 2021-05 an ordinance of the City Commission of the City of Winter Springs, Florida, amending the City of Winter Springs Code of Ordinances to repeal Winter Springs Code of Ordinances Chapter 8 Flood Damage Prevention; to adopt a new Chapter 8 Flood Damage Prevention; to adopt Flood Hazard Maps, to designate a Floodplain Administrator, to adopt procedures and criteria for development in flood hazard areas, and for other purposes; to adopt technical amendments to the Florida Building Code in Winter Springs Code of Ordinances Chapter 6 Buildings and Building Regulations; to amend Chapter 9 Land Development to reflect current national floodplain insurance program requirements, reduce pollutant loads to the maximum extent practicable and encourage the use of low impact development technologies in Stormwater Management Systems; providing for applicability; severability; and an effective date. Cover Page Winter Springs Ordinance 2021-05 Floodplain Ordinance FINAL for PZB 6-2- 21 Legal Ad for Ordinance 2021-05 Ms. Marla Molina, Senior City Planner, Community Development Department introduced the item, gave a brief presentation, and provided staff's recommendation of approval. Ms. Molina noted that a model ordinance had been provided by the Florida Division of Emergency Management and that this was what the proposed Ordinance was based on. Brief discussion followed on the flood map and flood hazard zones. Chairperson Mah opened the Public Hearing for Item 400. No one spoke. Chairperson Mah closed the Public Hearing for Item 400. "MOTION TO RECOMMEND APPROVAL." MOTION BY BOARD MEMBER GORDON. SECONDED BY VICE-CHAIRPERSON FERRANTE. DISCUSSION. VOTE: CHAIRPERSON MAH: AYE 6 CITY OF WINTER SPRINGS, FLORIDA MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING – JUNE 3, 2021 PAGE 4 OF 4 P L A N N I N G A N D Z O N I N G B O A R D / L O C A L P L A N N I N G A G E N C Y R E G U L A R M E E T I N G | W E D N E S D A Y , J U N E 5 , 2 0 1 9 | P A G E 4 OF 4 VICE-CHAIRPERSON FERRANTE: AYE BOARD MEMBER PHILLIPS: AYE BOARD MEMBER GORDON: AYE BOARD MEMBER SPALTHOFF: AYE MOTION CARRIED. REGULAR AGENDA - PART II 501.) NOT USED REPORTS Several Board Members offered their congratulation to Mayor McCann who previously served on the Planning and Zoning Board prior to his appointment as Mayor. PUBLIC INPUT Chairperson Mah opened Public Input No one spoke. Chairperson Mah closed Public Input. ADJOURNMENT Chairperson Mah adjourned the Regular Meeting at 5:40 p.m. RESPECTFULLY SUBMITTED: _____________________________________ CHRISTIAN GOWAN CITY CLERK NOTE: These Minutes were approved at the __________, 2021 Planning and Zoning Board/Local Planning Agency Regular Meeting. 7 PUBLIC HEARINGS AGENDA ITEM 400 PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY AGENDA | AUGUST 5, 2021 REGULAR MEETING TITLE Review of Ordinance 2021-06 an Ordinance of the City Commission of the City of Winter Springs, Florida, amending the text of the City’s Comprehensive Plan to include a Property Rights Element as required by law; providing for the repeal of prior inconsistent ordinances and resolutions, incorporation into the comprehensive plan, severability and an effective date and legal status of the plan amendment. SUMMARY In accordance with the provisions of SB 59 (Fla. Stat. § 163.3177(6)(i)), passed during the 2021 Legislative Session, the Florida Legislature adopted, and Governor DeSantis signed into law, Chapter 2021-195, Laws of Florida requiring local governments to amend their comprehensive plans to include a property rights element. The City of Winter Springs recognizes the importance of property rights and desires to expeditiously comply with the new law by adding a Property Rights Element to its Comprehensive Plan. The proposed Ordinance requires several publicly noticed and advertised public hearings including one (1) hearing before the City’s Planning and Zoning Board/Land Planning Agency and two (2) hearings before the City Commission. The proposed Ordinance was advertised in the Orlando Sentinel on July 26, 2021. RECOMMENDATION Staff recommends that the Planning and Zoning Board/Local Planning Agency forward a recommendation of approval for Ordinance 2021-06 to the City Commission. 8 City of Winter Springs Ordinance No. 2021-06 Page 1 of 4 ORDINANCE NO. 2021-06 AN ORDINANCE OF THE CITY COMMISSION OF THE CITY OF WINTER SPRINGS, FLORIDA, AMENDING THE TEXT OF THE CITY’S COMPREHENSIVE PLAN TO INCLUDE A PROPERTY RIGHTS ELEMENT AS REQUIRED BY LAW; PROVIDING FOR THE REPEAL OF PRIOR INCONSISTENT ORDINANCES AND RESOLUTIONS, INCORPORATION INTO THE COMPREHENSIVE PLAN, SEVERABILITY AND AN EFFECTIVE DATE AND LEGAL STATUS OF THE PLAN AMENDMENT. WHEREAS, section 163.3161 et. seq., Florida Statutes, established the Community Planning Act, which was formerly known as the Local Government Comprehensive Planning and Land Development Regulation Act; and WHEREAS, the Community Planning Act requires each municipality in the State of Florida to prepare, adopt, and update a Comprehensive Plan; and WHEREAS, during the 2021 Legislative Session, the Florida Legislature adopted, and Governor DeSantis signed into law, Chapter 2021-195, Laws of Florida requiring local governments to amend their comprehensive plans to include a property rights element; and WHEREAS, the City of Winter Springs recognizes the importance of property rights and desires to expeditiously comply with the new law by adding a property rights element to its Comprehensive Plan; and WHEREAS, in accordance with the provisions of the Community Planning Act, the City’s Land Planning Agency has reviewed and made a recommendation regarding this Ordinance at a duly held public meeting as required by law; and WHEREAS, the City Commission of the City of Winter Springs held two duly noticed public hearings on the proposed amendment set forth hereunder and considered findings and advice of staff, citizens, and all interested parties submitting written and oral comments and supporting data and analysis, and after complete deliberation, hereby approves and adopts the Comprehensive Plan Amendment set forth hereunder; and WHEREAS, the City Commission of the City of Winter Springs, Florida, hereby finds this Ordinance to be in the best interests of the public health, safety, and welfare of the citizens of Winter Springs; and NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA, AS FOLLOWS: Section 1. Recitals. The foregoing recitals are hereby fully incorporated herein by this reference as legislative findings and the intent and purpose of the City Commission of the City of Winter Springs. 9 City of Winter Springs Ordinance No. 2021-06 Page 2 of 4 Section 2. Authority. This Ordinance is adopted in compliance with, and pursuant to, the Community Planning Act, sections 163.3161 et. seq., Florida Statutes, and Chapter 2021-195, Laws of Florida. Section 3. Purpose and Intent. It is hereby declared to be the purpose and intent of this Ordinance to adopt a comprehensive plan amendment incorporating the revisions stated herein as part of the City of Winter Springs Comprehensive Plan. Section 4. Addition of Property Rights Element. The City of Winter Springs Comprehensive Plan is hereby amended as set forth below (underlined type indicates additions and strikeout type indicates deletions, while *** indicate deletions from the text of this Ordinance that shall remain unchanged in the City’s Comprehensive Plan): City of Winter Springs Comprehensive Plan * * * CHAPTER X PROPERTY RIGHTS ELEMENT A. GOALS, OBJECTIVES and POLICIES GOAL 1: The City will respect judicially acknowledged and constitutionally protected private property rights. Objective 1.1: The City will consider when appropriate and applicable judicially acknowledged and constitutionally protected private property rights when making decisions. Policy 1.1.1: In accordance with Florida law requiring governmental entities to respect judicially acknowledged and constitutionally protected private property rights, the following rights shall be considered in local decisionmaking: 1. The right of a property owner to physically possess and control his or her interests in the property, including easements, leases, or mineral rights. 2. The right of a property owner to use, maintain, develop, and improve his or her property for personal use or for the use of any other person, subject to state law and local ordinances. 3. The right of the property owner to privacy and to exclude others from the property to protect the owner's possessions and property. 4. The right of a property owner to dispose of his or her property through sale or gift. 10 City of Winter Springs Ordinance No. 2021-06 Page 3 of 4 Section 5. Repeal of Prior Inconsistent Ordinances and Resolutions. All prior inconsistent ordinances and resolutions adopted by the City Commission, or parts or ordinances and resolutions in conflict herewith, are hereby repealed to the extent of the conflict. Section 6. Incorporation into Comprehensive Plan. Upon the effective date of the Comprehensive Plan Amendment adopted by this Ordinance, said Amendment shall be incorporated into the City of Winter Springs Comprehensive Plan and any section or paragraph number or letter and any heading may be changed or modified as necessary to effectuate the foregoing. Section 7. Severability. If any section, subsection, sentence, clause, phrase, word, or provision of this ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, whether for substantive, procedural, or any other reason, such portion shall be deemed a separate, distinct and independent provision, and such holding shall not affect the validity of the remaining portions of this ordinance. Section 8. Effective Date. The effective date of the Comprehensive Plan Amendment adopted by this Ordinance shall be thirty-one (31) days after the state land planning agency notifies the City that the plan amendment package is complete pursuant to section 163.3184(3)(c)(4.), Florida Statutes. If the plan amendment is timely challenged, the plan amendment shall not become effective until the state land planning agency or the Administration Commission enters a final order determining the adopted amendment to be in compliance. No development orders, development permits, or land use dependent on this plan amendment may be issued before it has become effective. After and from the effective date of this plan amendment, the Comprehensive Plan Amendment set forth herein shall amend the City of Winter Springs Comprehensive Plan and become a part of that plan and the plan amendment shall have the legal status of the City of Winter Springs Comprehensive Plan, as amended. ADOPTED by the City Commission of the City of Winter Springs, Florida, in a regular meeting assembled on the _____ day of ______________, 2021. Kevin McCann, Mayor ATTEST: Christian Gowan, City Clerk APPROVED AS TO LEGAL FORM AND SUFFICIENCY FOR THE CITY OF WINTER SPRINGS ONLY: _________________________________ Anthony A. Garganese, City Attorney 11 City of Winter Springs Ordinance No. 2021-06 Page 4 of 4 Legal Ad: _______________ First Reading: Second Reading: 12 By Rebecca Santana Associated PressRobert Moses, a civil rights activist who endured beatings and jail while lead-ing Black voter registration drives in the South during the 1960s and later helped improve minority educa-tion in math, died Sunday. He was 86. Moses worked to disman-tle segregation as the Missis-sippi field director of the Student Non-Violent Coor-dinating Committee during the civil rights movement and was central to the 1964 “Freedom Summer” in which hundreds of students went to the South to register voters.Moses started his “second chapter in civil rights work” by founding in 1982 the Algebra Project thanks to a MacArthur Fellowship. The project included a curricu-lum Moses developed to help poor students succeed in math.Ben Moynihan, the direc-tor of operations for the Algebra Project, said he had talked with Moses’ wife, Dr. Janet Moses, and she said her husband had passed away in Hollywood, Florida. Information was not given as to the cause of death.Moses was born in Harlem, New York, on Jan. 23, 1935, two months after a race riot left three dead and injured 60 in the neigh-borhood. His grandfather, William Henry Moses, has been a prominent South-ern Baptist preacher and a supporter of Marcus Garvey, a Black nationalist leader at the turn of the century. But like many Black fami-lies, the Moses family moved north from the South during the Great Migration. Once in Harlem, his family sold milk from a Black-owned cooperative to help supplement the house-hold income, according to “Robert Parris Moses: A Life in Civil Rights and Leader-ship at the Grassroots,” by Laura Visser-Maessen.While attending Hamil-ton College in Clinton, New York, he became a Rhodes Scholar and was influenced by the work of French philosopher Albert Camus and his ideas of rationality and moral purity for social change. Moses then took part in a Quaker-sponsored trip to Europe and solidified his beliefs that change came from the bottom up before earning a master’s in philos-ophy at Harvard University.Moses didn’t spend much time in the Deep South until he went on a recruiting trip in 1960 to “see the move-ment for myself.”He sought out the Rev. Martin Luther King, Jr.’s Southern Christian Leader-ship Conference in Atlanta but found little activity in the office and soon turned his attention to SNCC.“I was taught about the denial of the right to vote behind the Iron Curtain in Europe,” Moses later said. “I never knew that there was (the) denial of the right to vote behind a Cotton Curtain here in the United States.” The young civil rights advocate tried to register Blacks to vote in Missis-sippi’s rural Amite County where he was beaten and arrested. He later helped organize the Mississippi Freedom Democratic Party, which sought to challenge the all-white Democratic dele-gation from Mississippi. But President Lyndon Johnson prevented the group of rebel Democrats from voting in the convention and instead let Jim Crown southerners remain, drawing national attention.Disillusioned with white liberal reaction to the civil rights movement, Moses soon began taking part in demonstrations against the Vietnam War then cut off all relationships with whites, even former SNCC members.Moses worked as a teacher in Tanzania, Africa, returned to Harvard to earn a doctorate in philoso-phy and taught high school math in Cambridge, Massa-chusetts. Later in life, Moses started his “second chapter in civil rights work” by founding in 1982 the Algebra Project. ROBERT PARRIS MOSES 1935-2021Civil rights activist led voter registration drives in SouthRobert Moses addresses the 1964 “Freedom Summer” during a national youth summit in Mississippi. ROGELIO V. SOLIS 2014EZ-Payis the easy way to pay your subscription!Call407-420-5353and sign up TODAY! R8 Orlando Sentinel | Section 1 | Monday, July 26, 2021 + First to KNOW. First to ACT. First to PROSPER. growth /gr TH/ noun the process of increasing in amount, value or importance spot • ter /späd r/ noun the early bird who catches the worm and wins Add GrowthSpotter to Yo ur Vocabulary and Your Toolbox Discover More at GrowthSpotter.com/SignUp NOTICE OF PUBLIC HEARING TO CONSIDER THE ADOPTION OF THE FISCAL YEAR 2021/2022 BUDGET;NOTICE OF PUBLICHEARINGTOCONSIDERTHEIMPOSITIONOFOPERATIONSANDMAINTENANCESPECIALASSESSMENTS,ADOPTION OF ANASSESSMENTROLL,ANDTHE LEVY,COLLECTION,ANDENFORCEMENT OF THE SAME;AND NOTICEOF REGULAR BOARD OFSUPERVISORS’MEETING.Upcoming Public Hearings,and Regular MeetingTheBoardofSupervisors(“Board”)for the HarmonyWest Community Development District (“District”)will hold two publichearingsandaregularmeetingonAugust19,2021 at 1:30p.m.,andlocatedatJohnston’sSurveying,Inc.,900 CrossPrairieParkway,Kissimmee,Florida 34744.The first public hearing is being held pursuant to Chapter 190,Florida Statutes,to receive public comment and objectionsontheDistrict’sproposed budget (“Proposed Budget”)for the fiscal yearbeginning October 1,2021 and ending September 30,2022 (“Fiscal Year2021/2022”).Thesecond public hearingis being heldpursuant to Chapters 190 and 197,Florida Statutes,toconsidertheimpositionofoperationsandmaintenancespecialassessments(“O&M Assessments”)uponthe landslocated withintheDistrict,tofundtheProposed Budget forFiscalYear 2021/2022;to considerthe adoption of anassessment roll;and,toprovideforthelevy,collection,and enforcement of assessments.At the conclusion of the hearings,the Board will,by resolution,adopt abudgetandlevyO&M Assessments as finally approved by the Board.ABoard meeting of the District will also be held where theBoardmayconsideranyotherDistrictbusiness.DescriptionofAssessmentsTheDistrictimposesO&M Assessments on benefitted property within the District for the purpose of funding the District’sgeneraladministrative,operations,and maintenance budget.Ageographic depiction of the property potentially subject to theproposedO&M Assessments is identified in the mapattached hereto.The tablebelowshows the schedule of the proposed O&MAssessments,which are subjectto changeat thehearing:ProductType Total Lots /Acres Proposed FY 2021/2022 O&M AssessmentPlattedLot620lots$610.97 per lot*Unplatted Lots 1,143 lots $49.85 per lot*Includes County collection costsand early payment discounts.Lots are allocated an equal share of the O&M Assessments on aper lot basis,while unplatted lands are allocated aportionoftheadministrativeexpensesoftheO&M Assessments on aper acre basis (and based on planned units).Pursuant to Section197.3632(4),Florida Statutes,the lien amount shall serve asthe“maximum rate”authorizedbylawfor O&M Assessments,suchthatnoassessmenthearingshallbeheldornoticeprovidedinfutureyearsunlesstheassessmentsareproposedtobeincreasedoranothercriterionwithinSection197.3632(4),Florida Statutes,ismet.NotethattheO&MAssessments are in addition toanydebtserviceassessmentspreviouslyleviedbytheDistrictandduetobecollectedforFiscalYear2021/2022.ForFiscal Year 2021/2022,the District intends to have the County tax collector collect the assessments imposed on certaindevelopedproperty.Itisimportant to pay your assessment because failure to pay will cause ataxcertificate to be issued againstthepropertywhichmayresultinlossoftitle,or for direct billed assessments,may result in aforeclosure action,which alsomayresultinalossoftitle.The District’sdecision tocollect assessments on the tax rollorby direct billing does not precludetheDistrictfromlaterelectingtocollectthoseorotherassessmentsinadifferentmanneratafuturetime.Additional ProvisionsThepublichearingsandmeetingareopentothepublicandwillbeconducted in accordance with the provisions of Floridalaw.Acopy of the Proposed Budget,proposed assessment roll,and the agenda for the hearings and meeting may be obtainedattheofficesoftheDistrictManager,located at c/o Wrathell,Hunt and Associates,LLC,2300 Glades Road,Suite410W,BocaRaton,Florida 33431,phone:561-571-0010 (“District Manager’sOffice”),during normal business hours.The public hearingsandmeetingmaybecontinuedtoadate,time,and place tobe specified on the recordatthe hearings or meeting.There may beoccasionswhenstafforboardmembersmayparticipatebyspeakertelephone.Anyperson requiring special accommodations at this meeting because of adisability or physical impairmentshouldcontacttheDistrictManager’sOffice at least forty-eight (48)hours prior to the meeting.If you are hearing or speech impaired,pleasecontacttheFloridaRelayServicebydialing7-1-1,or 1-800-955-8771 (TTY)/1-800-955-8770 (Voice),for aid in contacting theDistrictManager’sOffice.Please note thatall affected property owners have the right to appear atthe public hearings and meeting,andmay also filewrittenobjectionswiththeDistrictManager’sOffice within twenty days of publication of this notice.Eachperson who decidestoappealanydecisionmadebytheBoardwithrespecttoanymatterconsideredatthepublichearingsormeetingisadvisedthatpersonwillneedarecordofproceedingsandthataccordingly,the person may need to ensure thataverbatim record of theproceedingsismade,includingthetestimonyand evidenceupon which such appeal is tobe based.District ManagerHARMONYWESTCOMMUNITYDEVELOPMENTDISTRICTFROM TRASH TO TREASUREFind yours in the Classified Garage Sales listings.ONLINEOrlando Sentinel Classified Automotive ads can be seen on OrlandoSentinel.com and Cars.com. When it’s time to sell your vehicle, give us a call and place your ad in the paper and online! Call 1-800-669-5757 or visit OrlandoSentinel.com/advertiseINVITATION TO BIDMiddlesex invites all City of Orlando, Orange Co., and FDOT D/M/WBE certified subcontractors and suppliers to bid CFX SR 408 RESURFACING FROM YUCATAN DR. TO W OF SR 417 in Orange Co., FL Project No. 408-763. Project consists of M.O.T, erosion control, milling, excavation, fill material, rumble strips, shoulder gutter, guardrail, limerock base & limerock & asphalt trucking, QC/QA, sodding, signs and pavement markings. Bid Documents are available for review at our office at 10801 Cosmonaut Blvd, Orlando, FL 32824 and our ftp site: https://themiddlesexcorporation.box.com/v/floridabidsPlease submit your proposal before August 3, 2021 @ 2:00 PM, email, or hand delivery. For inquiries contact us Jay Poon @ 407-515-3588 or jpoon@middlesexco.comOS7003632 7/26 8/1/21REQUEST FOR QUALIFICATIONS CONTINUING SERVICE CONTRACT FOR CIVIL ENGINEERING SERVICES RFQ # SDOC-22-Q-024-CH-FPCThe School Board of Osceola County, Florida announces that proposals are being solicited for Continuing Service Contract for Civil Engineering Services. Submittal deadline is August 18, 2021. The solicitation may be downloaded from the District’s web site: https://vendorlink.osceola.org/common/login.aspxShould you have questions in regards to this solicitation, please contact:Cheryl Hood, Supervisor of PurchasingSchool District of Osceola County817 Bill Beck Blvd.Kissimmee, Florida 34744Email: cheryl.hood@osceolaschools.net Phone: 407.870-4627Fax: 407.870.4616Hours: 8:00 a.m.-4:30 p.m./Monday-FridayAn Equal Opportunity AgencyOS6999886 07/26, 08/01, 08/09/21 NOTICE UNDER FICTITIOUS NAMETO WHOM IT MAY CONCERN: Notice is hereby given that the under- signed pursuant to the “Fictitious Name Statute”, Chapter 865.09, Flori- da Statutes, will register with the Divi- sion of Corporations, Department of State, State of Florida upon receipt of this notice. the fictitious name, to-wit:MMAunder which (I am) (we are) engaged in business at 849 Cypress Pkwy Suite 411, Kissimmee FL 34759 That the (party) (parties) interested in said business enterprise is as follows:MICRO MOBILITY ASSOCIATION LLC 849 CYPRESS PKWY. 411Dated at KISSIMMEE, Osceola County , Florida, 07/26/2021OSC7003701 7/26/2021NOTICE UNDER FICTITIOUS NAMETO WHOM IT MAY CONCERN: Notice is hereby given that the under- signed pursuant to the “Fictitious Name Statute”, Chapter 865.09, Flori- da Statutes, will register with the Divi- sion of Corporations, Department of State, State of Florida upon receipt of this notice. the fictitious name, to-wit:DBC Seafoodunder which (I am) (we are) engaged in business at 14566 Magnolia Ridge Loop That the (party) (parties) interested in said business enterprise is as follows:Disbancor USA Inc 14566 Magnolia Ridge LoopDated at Winter Garden, Orange County , Florida, 07/23/2021ORG7003604 7/26/2021NOTICE UNDER FICTITIOUS NAMETO WHOM IT MAY CONCERN: Notice is hereby given that the under- signed pursuant to the “Fictitious Name Statute”, Chapter 865.09, Flori- da Statutes, will register with the Divi- sion of Corporations, Department of State, State of Florida upon receipt of this notice. the fictitious name, to-wit:Oceans 88 Merchandisingunder which (I am) (we are) engaged in business at 260 S. Osceola Avenue, #1506, ORLANDO, FL 32801 That the (party) (parties) interested in said business enterprise is as follows:Inceptional, Inc. 260 S. Osceola Avenue, #1506, ORLANDO, FL 32801Dated at Orlando, Orange County , Florida, 07/23/2021OS7003437 07/26/21 MEETING NOTICE CENTRAL FLORIDA EXPRESSWAY AUTHORITY THE CENTRAL FLORIDA EXPRESSWAY AUTHORITY OPERATIONS COMMITTEE MEETING SCHEDULED FOR THURSDAY, JULY 29, 2021 AT 2:00 P.M. IS CANCELED. For Further Information Contact:Central Florida Expressway AuthorityPhone 407-690-5000Section 286.0105, Florida Statutes states that if a person decides to appeal any decision made by a board, agency, or commission with respect to any matter considered at a meeting or hearing, they will need a record of the proceedings, and that, for such purpose, they may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based.Any written public comments that are to be submitted to the Operations Committee, shall be emailed to OperationsComments@cfxway.com and must be received 48 hours before the start of the meeting to be included as part of the record. All comments will be shared with Committee Members but only comments related to Committee items being voted upon will be included in the record. Please indicate the agenda item number related to your comments in your email subject heading.Persons who require translation services, which are provided at no cost, should contact CFX at (407) 690-5000 x5316 or by email at Iranetta.Dennis@cfxway.com at least three (3) business days prior to the event.In accordance with the Americans with Disabilities Act (ADA), if any person with a disability as defined by the ADA needs special accommodations to participate in this proceeding, then they should contact the Central Florida Expressway Authority at (407) 690-5000 no later than two (2) business days prior to the proceeding.Please note that participants ORANGE COUNTY HOUSING FINANCE AUTHORITY BOARD OF DIRECTORS’ MEETINGDATE: August 4, 2021TIME: 8:30 A.M.PLACE: ORANGE COUNTY ADMINISTRATION CENTER COMMISSIONERS’ CHAMBERS, FIRST FL., 201 S. ROSALIND AVENUE - ORLANDO, FLORIDA 32801“SECTION 286.0105, F.S. STATES THAT IF A PERSON DECIDES TO APPEAL ANY DECISION MADE BY A BOARD, AGENCY, OR COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT A MEETING OR HEARING, HE WILL NEED A RECORD OF THE PROCEEDINGS, AND THAT, FOR SUCH PURPOSE, HE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED.”OS6969117 7/26/2021 JOBS ONLINE Orlando Sentinel Classified employment ads can also be seen on OrlandoSentinel. com & Careerbuilder.com. When it’s time to find a new job look to Orlando Sentinel Classifieds! REQUEST FOR QUALIFICATIONS CONTINUING SERVICE CONTRACT FOR GEOTECHNICAL ENGINEERING, MATERIALS TESTING AND THRESHOLD INSPECTION SERVICES RFQ # SDOC-22-Q-025-CH-FPCThe School Board of Osceola County, Florida announces that proposals are being solicited for Continuing Service Contract for Geotechnical Engineering, Materials Testing and Threshold Inspection Services. Submittal deadline is August 25, 2021. The solicitation may be downloaded from the District’s web site: https://vendorlink.osceola.org/common/login.aspx Should you have questions in regards to this solicitation, please contact: Cheryl Hood, Supervisor of PurchasingSchool District of Osceola County817 Bill Beck Blvd.Kissimmee, Florida 34744Email:cheryl.hood@osceolaschools.net Phone: 407.870-4627Fax: 407.870.4616Hours:8:00a.m.-4:30p.m./Monday-FridayAn Equal Opportunity Agency OS7002396 7/26, 8/1, 8/16/2021 NOTICE OF PUBLIC SALENotice is hereby given that the undersigned will sell, to satisfy lien of the owner, at public sale by competitive bidding on www.storagetreasures.com ending on August 13th, 2021 at 11:00 am for units located at: Compass Self Storage800 Greenway Professional Ct.Orlando, FL 32824 Purchases must be made with cash only and paid at the time of sale. All goods are sold as is and must be removed at the time of purchase. Compass Self Storage reserves the right to refuse any bid. Sale is subject to adjournment. The personal goods stored therein by the following may include, but are not limited to general household, furniture, boxes, clothes and appliances. 1717 Maria Sosa2418 Francisco Tejada2500 Jane Marie Rivera OS7000843 7/26/2021, 8/02/2021 NOTICE OF LANDOWNERS’ MEETING AND ELECTION OF THE MIDTOWN IMPROVEMENT DISTRICT Notice is hereby given to the public and all landowners within the Midtown Improvement District (the “District”), the location of which is generally described as comprising a parcel or parcels of land containing approximately 388.96 acres, generally located west of Narcoossee Road, north of the southernmost boundary of Orange County, east of Lake Nona Boulevard, and south of Nemours Parkway, in the City of Orlando, Florida, advising that a meeting of landowners will be held for the purpose of electing five (5) persons to the District Board of Supervisors.DATE: August 17, 2021TIME: 2:45 p.m.PLACE: Courtyard by Marriott Orlando Lake Nona6955 Lake Nona Blvd.Orlando, FL 32827Each landowner may vote in person or by written proxy. Proxy forms may be obtained upon request by contacting the office of the District Manager PFM Group Consulting LLC located at 12051 Corporate Blvd., Orlando, Florida 32817; (Ph): (407) 723-5935 (“District Office”). At said meeting each landowner or his or her proxy shall be entitled to nominate persons for the position of Supervisor and cast one vote per acre of land, or fractional portion thereof, owned by him or her and located within the District for each person to be elected to the position of Supervisor. A fraction of an acre shall be treated as one acre, entitling the landowner to one vote with respect thereto. Platted lots shall be counted individually and rounded up to the nearest whole acre. The acreage of platted lots shall not be aggregated for determining the number of voting units held by a landowner or a landowner’s proxy. At the landowners’ meeting the landowners shall select a person to serve as the meeting chair and who shall conduct the meeting. The landowners’ meeting is open to the public and will be conducted in accordance with the provisions of Florida law. The meeting may be continued to a date, time, and place to be specified on the record at such meeting. A copy of the agenda for this meeting may be obtained from the District Office. Any person requiring special accommodations to participate in these meetings is asked to contact the District Office at (Ph): (407) 723-5935, at least forty-eight (48) hours before the hearing. If you are hearing or speech impaired, please contact the Florida Relay Service at 7-1-1 or (800) 955-8770 for aid in contacting the District Office.A person who decides to appeal any decision made by the Board with respect to any matter considered at the meeting is advised that such person will need a record of the proceedings and that accordingly, the person may need to ensure that a verbatim record of the proceedings is made, including the testimony and evidence upon which the appeal is to be based. Jennifer WaldenDistrict ManagerOS6994648 7/26 & 8/2/21 NOTICE OF PUBLIC SALE Notice of Public Auction to take place on Tuesday, July 27, 2021, at or after 10:00 AM at Vista AC Mini Storage located at 8701 W. Irlo Bronson Memorial Highway, Suite 210, Kissimmee, FL 34747, (407) 597-3123. A general description of the property that will be auctioned is as follows: Clothing, small appliances, and garden tools.Purchases must be made with either a money order or certified funds and paid at the time of the sale. Cash will not be accepted. All goods are sold as is and must be removed at the time of the purchase. Sale is subject to cancellation.OS6992720 7/12, 7/26/21CITY OF WINTER SPRINGS NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN THAT THE PLANNING AND ZONING BOARD/ LOCAL PLANNING AGENCY AND CITY COMMISSION PROPOSE TO CONSIDER: ORDINANCE NO. 2021-06AN ORDINANCE OF THE CITY COMMISSION OF THE CITY OF WINTER SPRINGS, FLORIDA, AMENDING THE TEXT OF THE CITY’S COMPREHENSIVE PLAN TO INCLUDE A PROPERTY RIGHTS ELEMENT AS REQUIRED BY LAW; PROVIDING FOR THE REPEAL OF PRIOR INCONSISTENT ORDINANCES AND RESOLUTIONS, INCORPORATION INTO THE COMPREHENSIVE PLAN, SEVERABILITY AND AN EFFECTIVE DATE AND LEGAL STATUS OF THE PLAN AMENDMENT.PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY PUBLIC HEARING WILL BE HELD ON THURSDAY, AUGUST 5, 2020 AT 5:30 P.M. OR SOON THEREAFTER IN THE COMMISSION CHAMBERS LOCATED AT THE WINTER SPRINGS CITY HALL, 1126 EAST STATE ROAD 434, WINTER SPRINGS, FLORIDA.CITY COMMISSION TRANSMITTAL/FIRST READING PUBLIC HEARING WILL BE HELD ON MONDAY, SEPTEMBER 13, 2021 AT 6:30 P.M. OR SOON THEREAFTER IN THE COMMISSION CHAMBERS LOCATED AT WINTER SPRINGS CITY HALL, 1126 EAST STATE ROAD 434, WINTER SPRINGS, FLORIDA.The proposed ordinance may be inspected by interested parties between 8 a.m. and 5 p.m., Monday through Friday, at the City’s Clerk’s Office, located at 1126 East State Road 434, Winter Springs, Florida. For more information call (407) 327-1800, Extension 253. Interested parties may appear at the meeting and be heard with respect to the proposed ordinance. Persons with disabilities needing assistance to participate in any of these proceedings should contact the Employee Relations Department Coordinator, 48 hours in advance of the meeting at (407) 327-1800, Extension 236. This is a public hearing. If you decide to appeal any recommendation/ decision made by the City Commission with respect to any matter considered at this meeting, you will need a record of the proceedings, and for such purposes, you may need to ensure that a verbatim record of the proceedings is made upon which the appeal is based. OS7001286 7/26/2021Please note that participants attending meetings held at the CFX Headquarters Building are subject to certain limitations and restrictions in order to adhere to the CDC guidelines and to ensure the safety and welfare of the public.OS7003614 7/26/21 Legal Notice forKevin Treto,M.D. Notice is herebygiven that Dr.Kevin Treto,M.D will be joining the practice of Vascular SpecialistsofCentral Florida as of August1,2021. Patients mayarrange forcarebycontacting: Vascular SpecialistsofCentral Florida 80 West Michigan Street,Orlando,FL 32806 (407)648-4323 www.arteryandvein.com 13 PUBLIC HEARINGS AGENDA ITEM 401 PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY AGENDA | AUGUST 5, 2021 REGULAR MEETING TITLE Chase Bank - Aesthetic Plan Review, one Waiver, Final Engineering Review, and Development Agreement. SUMMARY The Community Development Department requests that the Planning and Zoning Board/Local Planning Agency hold a Public Hearing to consider the Aesthetic Plan Review, one Waiver, Final Engineering Plans, and Development Agreement in order to construct a ±3,357 square foot (SF) financial institution (Chase Bank) with a drive- through within the Town Center District. RECOMMENDATION Staff recommends that the Planning and Zoning Board/Local Planning Agency recommend approval with conditions the Aesthetic Plan Review, one Waiver, Final Engineering Plans, Development Agreement, and adopt the findings of the Staff Report in order to construct a ±3,357 square foot (SF) financial institution (Chase Bank) with a drive-through within the Town Center District. 1. Project approval is conditioned upon the execution of the Development Agreement and the terms and conditions contained therein. 2. The Developer shall include and install decorative street and traffic signs and light poles pursuant to Sec. 20-325(d) of the Town Center District Code acceptable to the City’s Community Development Director. 3. The trees proposed to be planted in the public right-of-way by the Developer shall be subject to the obligation of ongoing maintenance and replacement for the first two years following planting, at the Developer’s expense. If the City determines, after reasonable inspection, that any tree has become severely diseased or damaged to the point that the viability of the tree has been significantly compromised, the Developer shall be required to replace the tree. In the event that Developer fails to perform the necessary maintenance, repairs or replacements of any of the trees, the City shall have the right, but not obligation, to conduct said maintenance, repairs or replacements and recover the actual cost thereof from the Developer. Prior 14 to exercising that right, the City shall provide the Developer written notice and an explanation of the specific default and at least thirty (30) days in which to cure the default. If Developer fails to cure the default by the end of the cure period, the City may exercise its rights to maintain and replace at any time thereafter. 15 PUBLIC HEARINGS AGENDA ITEM PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY THURSDAY, AUGUST 5, 2021 | REGULAR MEETING TITLE Chase Bank - Aesthetic Plan Review, one Waiver, Final Engineering Review, and Development Agreement. SUMMARY The Community Development Department requests that the Planning and Zoning Board/Local Planning Agency hold a Public Hearing to consider the Aesthetic Plan Review, one Waiver, Final Engineering Plans, and Development Agreement in order to construct a ±3,357 square foot (SF) financial institution (Chase Bank) with a drive- through within the Town Center District. General Information Applicant Kimley-Horn and Associates | Dawn M. Dodge, P.E. Property Owner(s) JPMorgan Chase Bank, National Association Location E. State Road 434 Winter Springs, FL 32708 Tract Size ±0.70 Acres Parcel ID Number 06-21-31-507-0000-0010 Zoning Designation Town Center District (T-C) | T5 Transect | Urban Center Zone FLUM Designation Town Center District Adjacent Land Use North: Town Center District East: Town Center District South: Town Center District West: Town Center District Principle building setbacks (from property line) Front/principle plane: 25 ft. min. - 50 ft. max (from front property line) Rear: 15 ft. (from rear property line) Side: 5 ft. min, 100 ft. max. (from side property line) Frontage buildout: 20% min. (at front setback) Development Standards Lot Width: 18 ft. min., 180 ft. max. Lot Depth: 30 ft. min., 160 ft. max. Lot Coverage: 100% max. 2 stories minimum 3 stories maximum Development Permits Not applicable | Vacant Development Agreement Development Agreement | July 31, 2020 (Conditional Use) Development Agreement | Pending (Final Engineering) 16 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, AUGUST 5, 2021 | PAGE 2 OF 17 Code Enforcement Not applicable City Liens Not applicable Background Data: The subject property is a lot of record located at the NW corner of E. State Road 434 and Sea Hawk Cove, Winter Springs, FL 32708. The applicant is proposing a financial institution (Chase Bank) with a drive-through within the Town Center District. On November 16, 2020 the City Commission approved a Conditional Use Permit for a ±3,470 square foot (SF) building, to allow the use of a financial institution (bank) with a drive-through. The Community Development Department received an application from Kimley- Horn to construct a ±3,357 SF Chase Bank with a drive-through. The applicant has since reduced the square footage by ±113 SF. Public Notices: Public Hearing Notices were mailed to all owners of real property adjacent to and within approximately five-hundred feet (500) of the subject property and all Homeowner’s Associations on file with the City Winter Springs (120 notices). A Community Workshop was held on June 16, 2021 and a Community Workshop flyer was mailed on May 25, 2021 (120 flyers). The flyer was mailed to all owners of real property adjacent to and within approximately five-hundred feet (500) of the subject property and all Homeowner’s Associations on file with the City Winter Springs. There were approximately 10 persons in attendance and several questions asked related to the project, but there were no objections raised at the Community Workshop regarding the proposed development. Final Engineering Plans Criteria, Sec. 20-33.1: (a) Site and final engineering plans and the subdivision of land shall also be subject to the technical requirements set forth in Chapter 9 of the City Code. It is the intent of this section to apply to applications for site and final engineering plans and to any subdivision of land requiring a plat, if applicable, and does not include review and approval of a lot split application. Please see discussion below regarding technical requirements of Chapter 9. The Final Engineering Plans have been reviewed by the City’s engineer, concluding that the Plans satisfy the technical requirements provided the conditions of approval set forth below are met. (b) Except in situations involving one (1) single-family home, the planning and zoning board shall be required to review all site and final engineering plan and subdivision of land applications and make a written recommendation to the city commission. Such recommendation shall include the reasons for the board's 17 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, AUGUST 5, 2021 | PAGE 3 OF 17 recommendation and show the board has considered the applicable criteria set forth in this section. (c) Upon receipt of the planning and zoning board's recommendation, the city commission shall make a final decision on the application. If the city commission determines that the planning and zoning board has not made a recommendation on an application within a reasonable period of time, the city commission may, at its discretion, consider an application without the planning and zoning board's recommendation. (d) Except in situations involving one (1) single-family home, all site and final engineering plan and subdivision recommendations and final decisions shall be based on whether the site and final engineering plan and subdivision of land complies with all the technical requirements set forth in chapter 9 of the City Code and the following criteria to the extent applicable: (1) Whether the applicant has demonstrated the site and final engineering plan and subdivision of land, including its proposed density, height, scale and intensity, hours of operation, building and lighting design, setbacks, buffers, noise, refuse, odor, particulates, smoke, fumes and other emissions, parking and traffic-generating characteristics, number of persons anticipated using, residing or working under the plan, and other off-site impacts, is compatible and harmonious with adjacent land uses, and will not adversely impact land use activities in the immediate vicinity. Analysis: The applicant has demonstrated the proposed use does not affect density, as the proposed use is a commercial building. The proposed building will include a faux second two-story, meet setback requirements, and include buffers and is consistent with adjacent uses. The proposed use will not cause added noise, refuse, odor, particulates, smoke, fumes and other emissions, as the proposed use is a bank. The applicant has demonstrated that the parking and traffic-generating characteristics of the proposed use will not adversely impact the site and surrounding area. Seminole County Public Works Department/Engineering Division reviewed the Traffic Impact Analysis and stated that the development does not appear to impact County roadways. The proposed development will be designed to implement the goals and policies of the Comprehensive Plan as they relate to the Town Center District, and to continue a harmonious land use pattern with existing development. The development is consistent with existing development and recently approved developments within the Town Center District. The proposed height, scale, and intensity of the proposed development is consistent with the adjacent Wendy’s and similar surrounding uses previously approved within the Winter Springs Town Center. The proposed project does not affect density, as the proposed use is a commercial building. In addition, the proposed daily hours of operation are consistent with surrounding uses. The project proposes a ±3,357 SF Chase Bank. The proposed hours 18 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, AUGUST 5, 2021 | PAGE 4 OF 17 of operation are as follows: Monday – Friday 9:00 a.m. to 5:00 p.m.; Saturday 9:00 a.m. to 2:00 p.m. an ATM, will be available 24 hours a day. (2) Whether the applicant has demonstrated the size and shape of the site, the proposed access and internal circulation, and the design enhancements to be adequate to accommodate the proposed density, scale and intensity of the site and final engineering plan requested. The site shall be of sufficient size to accommodate design amenities such as screening, buffers, landscaping, open space, off-street parking, safe and convenient automobile, bicycle, and pedestrian mobility at the site, and other similar site plan improvements needed to mitigate against potential adverse impacts of the proposed use. Analysis: The size and shape of the site, the proposed access and internal circulation, and the design enhancements are adequate to accommodate the proposed development. The development provides full ingress and egress to the site from SR 434. Access to the site will be provided via one (1) full access driveway off SR 434 and two (2) full access internal driveways along Sea Hawk Cove. On-site improvements which include landscape screening for dumpster areas, bicycle parking, lighting, and internal pedestrian walkways utilizing alternative pavement. As discussed further below, there is adequate off-street parking for the proposed bank. The applicant is requesting one waiver from Winter Springs City Code Sec. 20-605(b) and (d), which requires a total 27 feet of streetscape area consisting of three component parts: (1) 5-foot landscape area; (ii) 6-foot sidewalk; and (iii) 16-foot landscape and treescape area for planting canopy trees which will line the right-of- way. The waiver is to instead allow (i) 8-foot landscape and treescape area; (ii) a 6-foot sidewalk; and (iii) an 8-foot 3 inches landscape and treescape area adjacent to the right-of-way for a total of a 22-foot 3 inches area in lieu of 27-foot. Further analysis of each waiver request is listed below in the Waiver Section. (3) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on the local economy, including governmental fiscal impact, employment, and property values. Analysis: The proposed commercial development was permitted a conditional use to allow a bank within the Town Center and the SR 434 Corridor Overlay District. The development is not expected to have an adverse impact on the local economy, but to add to the local economy by means of generating tax revenue. Development of the subject property as a bank is anticipated to provide an increase to the City’s taxable value, as well as provide a catalyst for future commercial development in the surrounding area. (4) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on the natural environment, including air, water, and noise pollution, vegetation and wildlife, open space, noxious and desirable vegetation, and flood hazards. 19 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, AUGUST 5, 2021 | PAGE 5 OF 17 Analysis: The subject site is currently vacant and is currently graded and ready to be developed. As a result, the proposed development will not have an adverse impact on the natural environment, including air, water, and noise pollution, vegetation and wildlife, open space, noxious and desirable vegetation, and flood hazards. The total gross area for the site is 0.70 acres and the proposed impervious area is 0.48 acres (68.5%). The maximum impervious allowable to connect into the master stormwater system is 80%, therefore the site is providing less than the allowable impervious cover. A noise study is not required. The City currently has a noise ordinance that restricts decibels ratings from 60-70 in commercial zones from 10:00 p.m. – 7:00 a.m. per Sec. 13-35. maximum permissible sound levels. Noise levels are not anticipated to exceed the allowable noise decibels for this retail use. Based on Flood Insurance Rate Map (FIRM) No. 12117CO160F Community No. 120295, City of Winter Springs, Seminole County, Florida, the proposed development site lies within a Zone X (Other Areas). Zone X is for “areas determined to be outside the 0.2% annual chance floodplain. (5) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on historic, scenic, and cultural resources, including views and vistas, and loss or degradation of cultural and historic resources. Analysis: It is not anticipated that the proposed development will have an adverse impact on any historic, scenic, or cultural resources, including views and vistas, and loss or degradation of cultural and historic resources. (6) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on public services, including water, sewer, stormwater and surface water management, police, fire, parks and recreation, streets, public transportation, marina and waterways, and bicycle and pedestrian facilities. Analysis: The proposed development will be designed in accordance with the Town Center District Code, which will include the following public services; water, sewer, stormwater and surface water management, police, fire (Seminole County Fire Department). Water and sewer are available on-site and there is sufficient capacity to accommodate the proposed development and stormwater served by a master stormwater pond. Further analysis below. The proposed development is consistent with established retail/commercial developments and will not have an adverse impact on existing public services. A bicycle rack, including six (6) bicycle spaces will be placed on site, as well as sidewalks for adequate pedestrian circulation. (7) Whether the site and final engineering plan and subdivision of land, and related traffic report and plan provided by the applicant, details safe and efficient means of ingress and egress into and out of the neighborhood and adequately addresses the impact of projected traffic on the immediate neighborhood, traffic circulation pattern for the neighborhood, and traffic flow through immediate intersections and arterials. 20 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, AUGUST 5, 2021 | PAGE 6 OF 17 Analysis: See approved Traffic Impact Analysis for discussion regarding impact on regarding traffic circulation. (8) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on housing and social conditions, including variety of housing unit types and prices, and neighborhood quality. Analysis: The proposed development is not anticipated to have an adverse impact on housing and social conditions, as the proposed use is retail. (9) Whether the proposed site and final engineering plan and subdivision of land avoids significant adverse odor, emission, noise, glare, and vibration impacts on adjacent and surrounding lands regarding refuse collection, service delivery, parking and loading, signs, lighting, and other sire elements. Analysis: It anticipated that the proposed development will not emit odors, noise, glares, or vibrations that will adversely impact adjacent properties. There is adequate parking, limited hours of operation, lighting, and refuse collection, and minimal deliveries within the proposed development that are in place which will assist in limiting any perceived adverse effects. (10) Whether the applicant has provided an acceptable security plan for the proposed establishment to be located on the site and final engineering plan and subdivision of land that addresses the safety and security needs of the establishment and its users and employees and minimizes impacts on the neighborhood, if applicable. Analysis: A security plan was provided showing that security systems will be installed. The lighting plan provided illustrates that the parking lot and building area will be lit after dark. (11) Whether the applicant has provided on the site and final engineering plan and subdivision of land an acceptable plan for the mass delivery of merchandise for new large footprint buildings (greater than twenty thousand (20,000) square feet) including the hours of operation for delivery trucks to come into and exit the property and surrounding neighborhood, if applicable. Analysis: Not applicable for the proposed use. Proposed building is less than 20,000 SF. (12) Whether the applicant has demonstrated that the site and final engineering plan and subdivision of land have been designed to incorporate mitigative techniques and plans needed to prevent adverse impacts addressed in the criteria stated herein or to adjacent and surrounding uses and properties. Analysis: The applicant has provided a Traffic Impact Analysis that states a sufficient Level of Service is maintained. The proposed site will utilize the previously stubbed out 21 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, AUGUST 5, 2021 | PAGE 7 OF 17 internal access road for this site’s use as contemplated within the overall master design of the surrounding uses. The proposed site circulation will use internal access roads, therefore it will not heavily impact local traffic patterns. The Final Engineering Plans, in conjunction with the Development Agreement, prevent adverse impacts to adjacent and surrounding uses and properties. The proposed development will provide adequate screening and buffering. Sufficient parking has been proposed for this use based on typical jurisdictional requirements. (13) Whether the applicant has agreed to execute a binding development agreement required by city to incorporate the terms and conditions of approval deemed necessary by the city commission including, but not limited to, any mitigative techniques and plans required by City Code. Analysis: The applicant has agreed to execute a binding Development Agreement and it is attached hereto as an Exhibit. Water and Sewer: Water service is available from the City’s 12-inch water main northeast along the Michael Blake Boulevard right-of-way (ROW) via the 10-inch water main in the utility easement southwest along Sea Hawk Cove extending to the northwest edge and shall include a fire hydrant near end of pipeline. All utilities located outside public ROWs and easements within the Chase Bank boundary shall be privately owned and maintained. The Developer will be dedicating the water pipelines and meter within the easement to the City as part of the project close out process. The development is connecting to the City’s wastewater collection system via the 8-inch sanitary sewer line from the utility easement southwest along Sea Hawk Cove to the 12-inch force main northwest along the Michael Blake Boulevard ROW. The sanitary sewer collection system internal to the development will be owned and maintained by the Developer and/or Chase Bank. The development will be provided reclaimed (reuse) water for irrigation purposes from a connection to the City’s 4-inch reclaim system within the East SR 434 ROW. During the Chase Bank CUP application, approved by the City Commission on November 16, 2020, the City previously approved an allocation of 1,681 gallons a day. During the City potable water allocation determination, done by the City at the beginning of 2021, the Chase Bank allocation was included and the City will honor that commitment. The City requires that Chase Bank connect its irrigation to the 4” reuse line in the median of SR 434. Stormwater: This project development site is located on Lot 1 within Winter Springs Town Center District. The Winter Springs Town Center Phase II Stormwater Report prepared by Lochrane Engineering, Inc. shows that the stormwater quality and quantity for the proposed Chase Bank project is provided by the master drainage system. The master stormwater management system for this site was permitted under SJRWMD Permit No. 95027-2, which allowed the construction of a ±38‐acre mixed-use development and was designed to provide treatment and attenuation for ±30 acres of impervious area for the entire development. This project consists of the construction of a ±3,357 22 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, AUGUST 5, 2021 | PAGE 8 OF 17 SF commercial building and associated sidewalks, parking lot and utility infrastructure. The stormwater runoff will be conveyed to the master stormwater system which accounts for a maximum allowable impervious area of 80%. Lot 1 is a total of 0.71 acres and proposes 0.48 acres of impervious area and 0.23 acres of pervious area. Therefore the proposed impervious area of 0.48 acres is 0.09 acres less than the maximum allowable of 0.57 acres. The proposed development will be designed in accordance with the Town Center District Code, which will include the following public financial institution services (i.e. banking, savings, loan, etc.); water, sewer, stormwater management and surface water drainage systems, police, fire and rescue (Seminole County Fire Department). The proposed development is consistent with established retail developments and will not have an adverse impact on existing public services. Transportation: The proposed development will change the existing drive lane configurations for the adjacent properties and connect proposed traffic circulation to existing drive lanes. An evaluation of traffic has indicated that there will be a minimal to no impact and the conceptual plan details safe and efficient means of ingress and egress for the proposed development. The applicant’s proposal includes a Traffic Impact Analysis that indicates the operation at a satisfactory Level of Service. The anticipated trip generation for the financial institution (bank) use proposes 347 new net daily trips, of which 33 will occur in the A.M. peak hour and 71 will occur in the P.M. peak hour. The trip generation calculation for Chase Bank was previously addressed in Traffic Impact Analysis with the overall platting of Ocean Bleu retail shops, Starbucks, and Wendy’s Fast Food. The proposed development is projected to generate 2,422 new net daily trips, of which 279 will occur in the A.M. peak hour and 186 will occur in the P.M. peak hour. Parking Analysis: Per Section 20-324 of the City’s Land Development Code (LDC), there are no minimum parking requirements in the Town Center. The City required the applicant to provide a traffic study and a parking study which was prepared by the applicant based from the 10th Edition Institute of Transportation Engineers (ITE) Parking Generation Manual. For comparison purposes, Section 9-277 of the City’s LDC defines off-street parking requirements for specific land uses. The following minimum parking ratios for the proposed land use is defined in the Code: • General Business: One (1) parking space for each three hundred (300) SF of floor space in the building exclusive of storage space. A total parking supply includes nineteen (19) parking spaces and three (3) handicapped parking spaces at a parking ratio of 3.47 spaces per one-thousand SF to serve the proposed bank’s parking demand. Adequate parking is proposed for this use based on typical jurisdictional requirements, the development provides a total of twenty-two (22) parking spaces. 23 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, AUGUST 5, 2021 | PAGE 9 OF 17 The applicant has provided preliminary designs to show traffic impact and site circulation. The applicant has provided a Traffic Impact Analysis that states a sufficient Level of Service is maintained. The proposed site will utilize the previously stubbed out internal access road for this site’s use as contemplated within the overall master design of the surrounding uses. The proposed site circulation will use internal access roads, therefore it will not heavily impact local traffic patterns. Aesthetic Review: Pursuant to Section 9-603, which sets forth guidelines and minimum standards for Aesthetic Review packages, staff has utilized the below criteria in Section 9-603 to determine the following. The attached Aesthetic Review package includes all of the submittal requirements for aesthetic review as set forth in Section 9-600 through 9- 607 and include the following: (a) a site plan; (b) elevations illustration all sides of structures facing public streets or spaces; (c) illustrations of all walls, fences, and other accessory structures and the indication of height and their associated materials; (d) elevation of proposed exterior permanent signs or other constructed elements other than habitable space, if any; (e) illustrations of materials, texture, and colors to be used on all buildings, accessory structures, exterior signs; and (f) other architectural and engineering data as may be required. The procedures for review and approval are set forth in Section 9-603. Aesthetic Review 1. The plans and specifications of the proposed project indicate that the setting, landscaping, proportions, materials, colors, texture, scale, unity, balance, rhythm, contrast, and simplicity are coordinated in a harmonious manner relevant to the particular proposal, surrounding area and cultural character of the community. Analysis: The proposed building contributes to the existing architectural ecosystem of development by conforming to the systemic properties existing and planned. Design features including metal awnings extend the rhythm of the project development. The exterior color palette is in harmony with the Starbucks and the Wendy’s on the norths side of SR 434 which will safeguard the surrounding area and the cultural ecosystem of the community. Overall, the architectural intent of the development Chase Bank includes architecture that is complementary to the styles of architecture in the Town Center. The site was developed to encourage pedestrian use and the proposed development will provide an interconnected system of sidewalks with the larger system of pedestrian itinerary in mind. 2. The plans for the proposed project are in harmony with any future development which has been formally approved by the city within the surrounding area. 24 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, AUGUST 5, 2021 | PAGE 10 OF 17 Analysis: The plans are harmonious with the color scheme, materials, and character of the Winter Springs Marketplace, which will be developed south of SR 434. 3. The plans for the proposed project are not excessively similar or dissimilar to any other building, structure or sign which is either fully constructed, permitted but not fully constructed, or included on the same permit application, and facing upon the same or intersecting street within five hundred (500) feet of the proposed site, with respect to one or more of the following features of exterior design and appearance: a. Front or side elevations; b. Size and arrangement of elevation facing the street, including reverse arrangement; or c. Other significant features of design such as, but not limited to: materials, roof line, hardscape improvements, and height or design elements. Analysis: The architectural design intent is to contribute and enhance the architectural aesthetic design within the area. It contributes to the progressive attributes planned and existing within the City of Winter Springs. Architectural elements along with the project’s materials and composition enhances and expands the reach of these design features. The proposed design shares the appropriate scale and design intent of the Town Center (Winter Springs Marketplace, Wendy’s, and Starbucks). 4. The plans for the proposed project are in harmony with, or significantly enhance, the established character of other buildings, structures or signs in the surrounding area with respect to architectural specifications and design features deemed significant based upon commonly accepted architectural principles of the local community. Analysis: The proposed project enhances the character and overall aesthetics of the surrounding area. The City of Winter Springs is comprised of diverse architectural styles and therefore, the all of proposed buildings taken as a group demonstrate deemed significant based upon commonly accepted architectural principles of the local community. 5. The proposed project has incorporated significant architectural enhancements such as concrete masonry units with stucco, wrought iron, columns and piers, porches, arches, planting areas, display windows, and other distinctive design detailing and promoting the character of the community. Analysis: The proposed development is designed to contribute to the quality architectural styles that are typical with recently approved developments within the Town Center. Chase Bank includes a faux second story with second story display windows. The exterior provides series of straight lines which continues the existing rhythm across the façade of the building. 25 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, AUGUST 5, 2021 | PAGE 11 OF 17 Significant design features include architectural design elements include; architectural brick, wood-look exterior wall panels, and warm-neutral paint colors similar to the adjacent Wendy’s and Starbucks. Waiver Requirement Section 20-34. – Waivers. • Any real property owner may file a waiver application requesting a waiver for their real property from any term and condition of this chapter (except from the list of permitted, conditional and prohibited uses set forth in any zoning district category). • The Planning and Zoning Board shall be required to review all waiver applications and make a written recommendation to the City Commission. Such recommendation shall include the reasons for the Board’s recommendation and show the board has considered the applicable waiver criteria set forth in this section. • Upon receipt of the Planning and Zoning Board’s recommendation, the City Commission shall make a final decision on the application. If the City Commission determines that the Planning and Zoning Board has not made a recommendation on an application within a reasonable period of time, the City Commission may, at its discretion, consider an application without the Planning and Zoning Board's recommendation. • All waiver recommendations and final decisions shall comply with the following criteria: Waiver criteria set forth in Subsection 20-34(d) are as follows: 1. The applicant clearly demonstrates that the applicable term or condition clearly creates an illogical, impossible, impractical, or patently unreasonable result related to the proposed property and development. 2. The proposed development plan is in substantial compliance with this chapter and in compliance with the comprehensive plan. 3. The proposed development plan will significantly enhance the real property. 4. The proposed development plan serves the public health, safety, and welfare. 5. The waiver will not diminish property values in or alter the essential character of the surrounding neighborhood. 6. The waiver granted is the minimum waiver that will eliminate or reduce the illogical, impossible, impractical, or patently unreasonable result caused by the applicable term or condition under this chapter. 7. The proposed development plan is compatible and harmonious with the surrounding neighborhood. 8. Whether the applicant has agreed to execute a binding development agreement required by city to incorporate the terms and conditions of 26 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, AUGUST 5, 2021 | PAGE 12 OF 17 approval deemed necessary by the city commission including, but not limited to, any mitigative techniques and plans required by City Code. The applicant requests that the City Commission consider the one waiver request listed below: Waivers Request/Justification 1. The applicant requests a Waiver from Winter Springs City Code Sec. 20- 605(b) and (d), from Winter Springs City Code Sec. 20-605(b) and (d), which requires a total 27 feet of streetscape area consisting of three component parts: (1) 5-foot landscape area; (ii) 6-foot sidewalk; and (iii) 16-foot landscape and treescape area for planting canopy trees which will line the right-of-way. The waiver is to instead allow (i) 8-foot landscape and treescape area; (ii) a 6- foot sidewalk; and (iii) an 8-foot 3 inches landscape and treescape area adjacent to the right-of-way for a total of a 22-foot 3 inches area in lieu of 27- foot. Justification: The Applicant is requesting a waiver in order to provide a frontage along State Road 434 continuous with the adjacent Lot 2 of the development (Wendy’s). The Wendy’s project provides an 8’ landscape and treescape area, a 6’ sidewalk, and 8’ landscape treescape area. This project proposes 8’ of landscape and treescape area, a 6’ sidewalk; and 8’ landscape and treescape area adjacent to the right-of-way. In addition to providing a continuous frontage, the existing frontage consists of a 5’ sidewalk abutting a 2’ landscape and treescape area along SR 434. This project proposes an increase in sidewalk width from 5’ to 6’ to comply with City Code and align with the recently constructed Wendy’s sidewalk. The proposed sidewalk jogs down to tie into the existing pedestrian curb ramp and crosswalk which provides access across the shared driveway between the proposed site and the existing McDonalds. The project does not propose any modifications to this ramp as to minimize impacts to the surrounding properties and utilities abutting the existing curb ramp. City Code: City Code Sec. 20-605(b) and (d) Transect Standards | Table T5 (Urban Center Zone). Staff supports the requested waiver and supplied justification. The waiver request will provide continuous streetscape along the frontage road and interior landscaping between adjacent lots. Similar requests have been approved in the Town Center (Wendy’s and Winter Springs Marketplace). 27 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, AUGUST 5, 2021 | PAGE 13 OF 17 Waiver Analysis: In evaluation of the one (1) proposed waiver request, the applicant has satisfied the eight (8) specific criteria and supports the one (1) waiver request as listed above. The site is part of an overall master development that has previously been approved by the City which is in substantial compliance with Chapter 20 of the City’s Code of Ordinance, Comprehensive Plan, and Land Development Code. The proposed waiver requests are to provide streetscape consistent with the previously approved master site and adjacent Wendy’s development. The site is part of an overall master development that was previously permitted thorough the City. The proposed use is consistent with the approved master development, therefore it is compatible and harmonious with its surroundings. Reports: The Final Engineering submittal is required to include the following reports or updates of previously prepared reports for the same property. Reports July 1994 Easement Agreement July 12, 2018 Phase I Environmental Site Assessment | PM Environmental, Inc. October 30, 2018 Geo Technical Report | Terracon March 2019 Transportation Impact Analysis | Traffic Planning and Design, Inc. May 2019 Declaration of Covenants, Restrictions and Reciprocal Easement Agreement | REA Recorded June 2019 Purchase and Sale Agreement July 2020 Development Agreement | JP Morgan Chase Bank, N.A. Conditional Use January 27, 2021 Stormwater Narrative | Kimley Horn June 17, 2021 Potable Water Demand | Kimley Horn June 24, 2021 Review Criteria Response | Kimley Horn July 2021 Development Agreement | JP Morgan Chase Bank, N.A. Final Engineering, Aesthetic Review and Waiver 28 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, AUGUST 5, 2021 | PAGE 14 OF 17 Procedural History: October 10, 2019 Conditional Use Application Submittal | CU2020-0008 February 20, 2020 Community Workshop | 110 Notices March 13, 2020 Aesthetic Review | AE2020-0007 October 7, 2020 Planning & Zoning Board/Local Planning Agency | Cancelled November 4, 2020 Planning & Zoning Board/Local Planning Agency | Recommendation of Approval for Conditional Use November 16, 2020 City Commission | Approval for Conditional Use January 28, 2021 Final Engineering Application | SP2021-0005 March 29, 2021 Waiver Application | WA2021-0022 June 16, 2021 Community Workshop | 120 Notices July 1, 2021 Planning & Zoning Board/Local Planning Agency | Cancelled August 5, 2021 Planning & Zoning Board/Local Planning Agency | Recommendation September 13, 2021 City Commission | Pending Applicable Law, Public Policy, and Events: Florida Statutes 163.2511-163.3246: Growth Policy; County and Municipal Planning; Land Development Regulation (Provides that land development regulations for municipal planning be consistent with the Comprehensive Plan). Home Rule Powers City of Winter Springs Comprehensive Plan City of Winter Springs Code of Ordinances Ch20, Sec. 20-1. Definitions. Ch20, Sec. 20-33. Conditional Uses. Section 20-34 Waivers Ch20, Sec. 20-601. – Streetscape Requirements. Division 5. Sounds Levels by Receiving Land Use Division 12. - Town Center District Code Sec. 20-325. - Transect standards. City of Winter Springs Comprehensive Plan. Future Land Use Element, Policy 1.1.6 29 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, AUGUST 5, 2021 | PAGE 15 OF 17 Fiscal Impact: Development of the subject property as a bank is anticipated to provide an increase to the City’s taxable value, as well as provide a catalyst for future commercial development in the surrounding area. Impact Fees/Unit > Based on total SF (square footage), GFA (gross floor area) unless noted otherwise – Non-Residential. Chase Bank ~±3,357 SF (Bank w/ Drive-up ATM) Commercial Transportation/Road: $ 4,565.00/3.357 SF = $ 15,324.71 Fire: $ 72.00/3.357 net SF = $ 241.70 Police: $ 0.156 per SF = $ 523.69 Parks & Recreation: N/A City Impact Fees (Chase Bank) Total = $ 16,090.10 NOTE – This is only an estimate (subject to change) and official impact fee calculations will be determined based on Final Engineering plans submitted and approved for permitting application and reviews. Development Agreement: Pursuant to Section 20-29 of the City Code, all development projects requiring a community workshop pursuant to Section 20-29.1 shall be required to be memorialized in a binding Development Agreement executed by the City and the property owner. Community workshops are required for all new commercial development, under Section 20-29.1. A Community Workshop was held on Wednesday, June 16, 2021. The draft Development Agreement is enclosed as an Exhibit hereto. In addition, as part of the conditional use approval for a bank/financial institution, the Developer previously entered into a “Conditional Use” Development Agreement, which included the following specific conditions of approval. These conditions of approval continue to remain in full force and effect: 1. The Developer’s Conceptual Sketch, as shown in Exhibit 3 – Conceptual Plans, includes a common driveway access with the adjacent parcel, which will be constructed to straddle the Property’s eastern property line. The adjacent parcel is intended to be a future Wendy’s fast food restaurant, which itself is the subject of a certain Development Agreement recorded in the Official Records of Seminole County at Book 9538, Pages 745-755 (“Adjacent Parcel”). Therefore, the Developer has provided an executed Declaration of Covenants, Restricts and Reciprocal Easements Agreement, recorded in the Official Records of Seminole County at Book 9354, Pages 127-163, on May 14, 2019 (“Declaration”), which includes an easement for reciprocal ingress and egress between the Property and the Adjacent Parcel (“Access Easement”). Should the parties ever mutually desire to terminate the Access Easement set forth in the Declaration, prior to executing such termination, the parties shall be required to seek and receive consent from the City of Winter Springs and obtain an amendment to the future site plan and final engineering plans. 30 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, AUGUST 5, 2021 | PAGE 16 OF 17 2. There shall be no retail sales of alcohol and no retail sales, manufacturing, or compounding of any products derived from the hemp plant or cannabis plant, including CBD (cannabidiol). The Development Agreement for the current final engineering, aesthetics and waivers applications has been drafted to address several important issues regarding the proposed Final Engineering Plans. Specific conditions of approval in this Development Agreement are as follows: A. The Developer shall include and install decorative street and traffic signs and light poles pursuant to Sec. 20-325(d) of the Town Center District Code acceptable to the City’s Community Development Director. B. The trees proposed to be planted in the public right-of-way by the Developer shall be subject to the obligation of ongoing maintenance and replacement for the first two years following planting, at the Developer’s expense. If the City determines, after reasonable inspection, that any tree has become severely diseased or damaged to the point that the viability of the tree has been significantly compromised, the Developer shall be required to replace the tree. In the event that Developer fails to perform the necessary maintenance, repairs or replacements of any of the trees, the City shall have the right, but not obligation, to conduct said maintenance, repairs or replacements and recover the actual cost thereof from the Developer. Prior to exercising that right, the City shall provide the Developer written notice and an explanation of the specific default and at least thirty (30) days in which to cure the default. If Developer fails to cure the default by the end of the cure period, the City may exercise its rights to maintain and replace at any time thereafter. Staff Recommendation: Staff recommends that the Planning and Zoning Board/Local Planning Agency recommend approval with conditions the Aesthetic Plan Review, one Waiver, Final Engineering Plans, Development Agreement, and adopt the findings of the Staff Report in order to construct a ±3,357 square foot (SF) financial institution (Chase Bank) with a drive-through within the Town Center District. 1. Project approval is conditioned upon the execution of the Development Agreement and the terms and conditions contained therein. 2. The Developer shall include and install decorative street and traffic signs and light poles pursuant to Sec. 20-325(d) of the Town Center District Code acceptable to the City’s Community Development Director. 3. The trees proposed to be planted in the public right-of-way by the Developer shall be subject to the obligation of ongoing maintenance and replacement for the first two years following planting, at the Developer’s expense. If the City determines, after reasonable inspection, that any tree has become severely diseased or damaged to the point that the viability of the tree has been significantly compromised, the Developer shall be required to replace the tree. In the event that Developer fails to perform the necessary maintenance, repairs or replacements of any of the trees, the City shall have the right, but not obligation, 31 PUBLIC HEARINGS AGENDA ITEM | THURSDAY, AUGUST 5, 2021 | PAGE 17 OF 17 to conduct said maintenance, repairs or replacements and recover the actual cost thereof from the Developer. Prior to exercising that right, the City shall provide the Developer written notice and an explanation of the specific default and at least thirty (30) days in which to cure the default. If Developer fails to cure the default by the end of the cure period, the City may exercise its rights to maintain and replace at any time thereafter. Attachments: Vicinity and Aerial Map Final Engineering Plans / Site Plan Approval/ Application Aesthetic Plan Review Application Waiver Application Development Agreement Reports 32 Project Site Parcel ID# 06-21-31-507-0000-0010 SUBJECT PROPERTY 33 34 35 36 Know what's below. before you dig.Call R BANK7/7/2021 149568016NEBKMAS NOTEDDD1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEBSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEB3BUILDING REVISION AND RECLAIM PIPE ADDITION6/25/2021NEB4SIDEWALK AND LANDSCAPE REVISIONS7/07/2021NEBKIMLEY-HORN AND ASSOCIATES, INC. DAWN DODGE, P.E. 100 2ND AVENUE SOUTH, SUITE 105N ST.PETERSBURG, FL 33701 PHONE: (727) 547-3999 LIST OF CONTACTS PROJECT DESIGN TEAM LEADING EDGE LAND SERVICES, INC. JEFFREY D. HOFIUS, P.S.M. 8802 EXCHANGE DRIVE ORLANDO, FLORIDA 32809 PHONE: (407) 351-6730 CITY OF WINTER SPRINGS PUBLIC WORKS 1126 EAST STATE ROAD 434 WINTER SPRINGS, FL 32708 (407) 327-1800 JP MORGAN CHASE BANK 97 DENMEADE WALK MARIETTA, GA 33064 SURVEYCIVIL WATER ELECTRIC DEVELOPER AERIAL MAP 1" = 2000' SITE SOILS N.T.S. OWNER LEGAL DESCRIPTION TOPOGRAPHIC MAP N.T.S. DUKE ENERGY 2801 WEST SR 426 OVIEDO, FL 32765 (407) 359-4447 SR 4 3 4 KIMLEY-HORN AND ASSOCIATES, INC JENNIFER DAOULAS, P.L.A. 100 2ND AVE SOUTH, SUITE 105N ST. PETERSBURG, FL 33701 PHONE: (727) 547-3999 LANDSCAPE ARCHITECT SITE STORMWATER SEWER TUSKAWILLA ROADCONDITIONAL USE PERMIT: DP2019-0020 CONSTRUCTION PLANS FOR SEMINOLE COUNTY, FLORIDA SITE SR 434 AND TUSKAWILLA RD WINTER SPRINGS, FL 32708 C-000COVER SHEETSheet List Table Sheet Number Sheet Title C-000 COVER SHEET C-001 SURVEY C-100 DEMOLITION PLAN C-200 STORMWATER POLLUTION PREVENTION PLAN C-201 SWPPP DETAILS C-300 SITE PLAN C-301 SITE PLAN DETAILS C-302 FDOT SITE DETAILS C-303 FIRE TRUCK TURN C-500 GRADING AND DRAINAGE PLAN C-501 GRADING DETAILS C-600 UTILITY PLAN C-700 PHOTOMETRIC PLAN C-800 CITY OF WINTER SPRINGS UTILITY DETAILS L-100 LANDSCAPE PLAN L-101 LANDSCAPE NOTES L-102 LANDSCAPE DETAILS I-100 IRRIGATION PLAN I-101 IRRIGATION NOTES WINTER SPRINGS TOWN CENTER LOT 1 1 2 JDBS WINTER SPRINGS 10931 N DALE MABRY HWY TAMPA, FL 33618-4112 CITY OF WINTER SPRINGS PUBLIC WORKS 1126 EAST STATE ROAD 434 WINTER SPRINGS, FL 32708 (407) 327-1800 CITY OF WINTER SPRINGS PUBLIC WORKS 1126 EAST STATE ROAD 434 WINTER SPRINGS, FL 32708 (407) 327-1800 CABLE SPECTRUM CABLE 3767 ALLAMERICAN BLVD. ORLANDO, FL 32810 1-800-222-0102 TELEPHONE AT&T ORLANDO, FL 32801 (407) 327-1800 PARCEL #: 06-21-31-507-0000-0010 CITY OF WINTER SPRINGS COMPLIANCE STATEMENT 1 CONTRACTOR NOTICE 1 37 U D D LANDS OF McDONALD'S RESTAURANTS OF FLORIDA, INC. O.R. 2803, PG. 632 LANDS OF WINTER SPRINGS APARTMENTS LP S T A T E R O A D 4 3 4TUSKAWILLA ROADN29°03'10"E 188.49'S E A H A W K C O V E S 3 9 ° 3 2 ' 1 9 " E 2 0 8 . 6 5 'S50°29'56"W 174.97'N 3 9 ° 4 4 ' 5 7 "W 1 3 9 . 7 3 ' LANDS OF JDBS WINTER SPRINGS, LLC D LEGEND U D EADING EDGELAND SERVICESFORKIMLEY-HORNTOPOGRAPHIC SURVEY OF LOT 1 - WSTC OCEAN BLEU TOPOGRAPHIC SURVEY0 20 40 60 SURVEYOR'S NOTES VICINITY MAP ” “ ”SURVEYOR'S CERTIFICATION38 LANDS OFMcDONALD'S RESTAURANTSOF FLORIDA, INC.O.R. 2803, PG. 632LANDS OFWINTER SPRINGSAPARTMENTS LPN29°03'10"E 188.49'S39°32'19"E 208.65'S50°29'56"W 174.97'N39°44'57"W 139.73'LANDS OFJDBS WINTERSPRINGS, LLCNO PARKING FIRE LANE EB EB EB PULL BOXohohohohohohohPICK UP WINDOW PICK UPWINDOWWWW W Wwm wm wm wm wm wm wm 2" PVC PIPE IN GROUND (UNKNOWN UTILITY) TOP=37.72 NE INV=26.72 SE INV=26.92 W. INV=27.05 SANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN S A N EAGLE EDGE LANE(62' R/W PER ORB 9329, PG 443)STATE ROAD 434 (SANFORD - OVIEDO ROAD) (R/W WIDTH VARIES) SEA HAWK COVE (62' R/W) TRACT "D" PER PB 82, PG 63-66 wm wm wm wm wmSANSANSANSAN SAN SAN SAN ONLYA B B B C D D F E G ALERT TO CONTRACTOR: 1.THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. 2.ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. Know what's below. before you dig.Call R BANK7/7/2021 149568016NEBKMAS NOTEDDD1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEBSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEB3BUILDING REVISION AND RECLAIM PIPE ADDITION6/25/2021NEB4SIDEWALK AND LANDSCAPE REVISIONS7/07/2021NEBCLEARING AND GRUBBING (AS REQUIRED) CONCRETE REMOVAL REMOVE ASPHALT AND BASE MATERIAL EXISTING STORM STRUCTURE TO REMAIN EXISTING GATE VALVE AND BLOW-OFF ASSEMBLY TO REMAIN EXISTING SEWER CLEANOUT TO REMAIN EXISTING SCHOOL SIGN TO BE RELOCATED A B C D E F G DEMOLITION NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 3.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 4.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING EXISTING IRRIGATION SYSTEM IN THE AREAS OF PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL CAP THE EXISTING IRRIGATION SYSTEM TO REMAIN SUCH THAT THE REMAINING SYSTEM SHALL CONTINUE TO FUNCTION PROPERLY. 5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. FLORIDA LAW (F.S. 556) UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT MANDATES THAT EXCAVATORS/CONTRACTORS SHALL CONTACT SUNSHINE 811 (FKA: SUNSHINE STATE ONE-CALL OF FLORIDA) BY CALLING 800-432-4770 OR 811 AT LEAST 2 FULL BUSINESS DAYS PRIOR TO BEGINNING ANY EXCAVATION OR DEMOLITION TO ALLOW MEMBER OPERATORS AN OPPORTUNITY TO IDENTIFY AND MARK THEIR UNDERGROUND FACILITIES AND APPROPRIATELY RESPONSE TO THE POSITIVE RESPONSE SYSTEM. 6.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY CONSTRUCTION MANAGER. 9.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11.DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 12.ALL ITEMS BASED ON PROVIDED SURVEY. IF ADDITIONAL ITEMS ARE FOUND, COORDINATE WITH THE ENGINEER. C-100DEMOLITION PLANEXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING ELECTRIC LEGEND NORTHCHASE BOUNDARY NOTE: EXISTING SITE LAYOUT, UTILITY INVERTS, AND GRADE ELEVATIONS TAKEN FROM CAD LINEWORK AND PLANS PREPARED BY LEADING EDGE LAND SERVICES DATED 05/21/2020. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING INFORMATION SHOWN PRIOR TO CONSTRUCTION. REMOVE SIGN EXISTING STORM PIPE EXISTING STORM INLET DEMOLITION LEGEND 1 1 1 4 4 4 39 LANDS OFMcDONALD'S RESTAURANTSOF FLORIDA, INC.O.R. 2803, PG. 632LANDS OFWINTER SPRINGSAPARTMENTS LPN29°03'10"E 188.49'S39°32'19"E 208.65'S50°29'56"W 174.97'N39°44'57"W 139.73'LANDS OFJDBS WINTERSPRINGS, LLCCO CO CO COCO CO CO +/- 3,357 S.F. F.F.E 41.20 TNO PARKING FIRE LANE EB EB EB PULL BOXohohohohohohohPICK UP WINDOW PICK UPWINDOWWWW W Wwm wm wm wm wm wm wm SANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN S A N EAGLE EDGE LANE(62' R/W PER ORB 9329, PG 443)STATE ROAD 434 (SANFORD - OVIEDO ROAD) (R/W WIDTH VARIES) SEA HAWK COVE (62' R/W) TRACT "D" PER PB 82, PG 63-66 wm wm wm wm wmSANSANSANSAN SAN SAN SAN ONLYCE SS SF SF SF SF SF SF SF SF SF SF SF SF SF S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF IP3 SDP 40.038.0 38.5 39.039.540.541.041.541 . 5 41.541.0 40.0 39.5 40.5 41.0 42.5 43. 0 4 3 . 5 38.5 38.0 38.5 39.0 41.0 40.0 38.5 38.5 38.5 39.0 39.5 40.5 41.0 41.5 42.0 IP3 TEMPORARY CONSTRUCTION GATE SF SF IP3 IP3 ALERT TO CONTRACTOR: 1.THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. 2.ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. Know what's below. before you dig.Call R BANK7/7/2021 149568016NEBKMAS NOTEDDD1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEBSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEB3BUILDING REVISION AND RECLAIM PIPE ADDITION6/25/2021NEB4SIDEWALK AND LANDSCAPE REVISIONS7/07/2021NEBC-200STORMWATER POLLUTIONPREVENTION PLANNOTE: EXISTING SITE LAYOUT, UTILITY INVERTS, AND GRADE ELEVATIONS TAKEN FROM CAD LINEWORK AND PLANS PREPARED BY LEADING EDGE LAND SERVICES DATED 05/21/2020. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING INFORMATION SHOWN PRIOR TO CONSTRUCTION. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THIS EROSION CONTROL PLAN, THE STANDARD DETAILS, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF FLORIDA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 4.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE WATER MANAGEMENT DISTRICT, PERMITTING AGENCY OR OWNER. THE CONTRACTOR OF RECORD SHALL BE REQUIRED TO PREPARE A SWPPP AND SUBMIT IT TO THE CITY FOR REVIEW AND APPROVAL PRIOR MOBILIZING TO THE SITE AND INSTALLING THE BMPS. THE CONTRACTOR OF RECORD SHALL BE REQUIRED TO SUBMIT FOR AND OBTAIN A NOTICE OF INTENT FROM FDEP FOR A CONSTRUCTION GENERAL PERMIT. 5.EROSION CONTROL PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 6.THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. 13.STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS WHERE CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED. 14.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED/SODDED. THESE AREAS SHALL BE SEEDED.SODDED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRED IN THESE AREAS. REFER TO PART 5.4 OF THE NPDES GENERIC PERMIT FOR SEEDING AND MAINTENANCE REQUIREMENTS. 15.IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. 16.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED AS SOON AS POSSIBLE. 17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION/RETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. 18.ON-SITE & OFF SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE EROSION CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 19.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 20.DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. 21.ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACK FILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. CO PROPOSED CLEANOUT CE SF SF IP3 FILTER SACKS (GRATED INLETS) SDP SOCK DRAIN INLET PROTECTION CONSTRUCTION EXIT (LOCATION MAY CHANGE DURING PROJECT) SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT CHASE BOUNDARY EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING STORM STRUCTURE EXISTING ELECTRIC EXISTING STORM PIPE EXISTING CONTOUR PROPOSED CONTOUR TEMPORARY CONSTRUCTION FENCE AND GATE WITH VISUAL SCREENING LEGEND NORTH1 1 1 1 3 40 ALERT TO CONTRACTOR: 1.THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. 2.ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. Know what's below. before you dig.Call R BANK1/5/2021 149568016NEBKMAS NOTEDDDSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©C-201SWPPP DETAILSN.T.S. N.T.S. SWPPP INFORMATION N.T.S. TEMPORARY SEDIMENT FENCE (SF) 36" MINIMUM LENGTH FENCE POST, DRIVEN A MINIMUM OF 16" INTO GROUND 16" MINIMUM HEIGHT OF GEOTEXTILE CLASS F 8" MINIMUM DEPTH IN GROUND FLOW FLOW PERSPECTIVE VIEW 36" MINIMUM FENCE POST LENGTH FILTER CLOTH FENCE POST SECTION MINIMUM 20" ABOVE GROUND UNDISTURBED GROUND FENCE POST DRIVEN A MINIMUM OF 16" INTO THE GROUND CROSS SECTION EMBED GEOTEXTILE CLASS F A MINIMUM OF 8" VERTICALLY INTO THE GROUND TOP VIEW POSTS SECTION B STAPLE STANDARD SYMBOL SFJOINING TWO ADJACENT SILT FENCE SECTIONS SECTION A STAPLE Construction Specifications 1. Fence posts shall be a minimum of 36" long driven 16" minimum into the ground. Wood posts shall be 11/2" x 11/2" square (minimum) cut, or 13/4" diameter (minimum) round and shall be of sound quality hardwood. Steel posts will be standard T or U section weighting not less than 1.00 pond per linear foot. 2. Geotextile shall be fastened securely to each fence post with wire ties or staples at top and mid-section and shall meet the following requirements for Geotextile Class F: Tensile Strength 50 lbs/in (min.) Tensile Modulus 20 lbs/in (min.) Flow Rate 0.3 gal ft / minute (max.) Filtering Efficiency 75% (min.) 3. Where ends of geotextile fabric come together, they shall be overlapped, folded and stapled to prevent sediment bypass. 4. Silt Fence shall be inspected after each rainfall event and maintained when bulges occur or when sediment accumulation reached 50% of the fabric height. SECTION A-A SECTION B-B ℄ 41 PROPOSED TRANSFORMER PAD AND MANUAL TRANSFER SWITCH +/- 3,357 S.F. F.F.E 41.20 THRUONLYDRIVEUP ATMDO NOT ENTERTNO PARKING FIRE LANE EB EB EB PULL BOXohohohohohohohPICK UP WINDOW PICK UPWINDOWWWW W Wwm wm wm wm wm wm wm 2" PVC PIPE IN GROUND (UNKNOWN UTILITY) TOP=37.72 NE INV=26.72 SE INV=26.92 W. INV=27.05 SANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN S A N EAGLE EDGE LANE(62' R/W PER ORB 9329, PG 443)STATE ROAD 434 (SANFORD - OVIEDO ROAD) (R/W WIDTH VARIES) SEA HAWK COVE (62' R/W) TRACT "D" PER PB 82, PG 63-66 wm wm wm wm wmSANSANSANSAN SAN SAN SAN ONLYLANDS OFMcDONALD'S RESTAURANTSOF FLORIDA, INC.O.R. 2803, PG. 632LANDS OFWINTER SPRINGSAPARTMENTS LPN29°03'10"E 188.49'S39°32'19"E 208.65'S50°29'56"W 174.97'N39°44'57"W 139.73'LANDS OFJDBS WINTERSPRINGS, LLCPROPOSED DUMPSTER PAD (SEE ARCH PLANS FOR DETAILS) 4 PROPOSED "STOP" SIGN TYPE R1-1 PER FDOT MUTCD PROPOSED 48" DIRECTION ARROWS AND 48" TALL X 12" WIDE PAVEMENT MARKINGS (TYP.) PROPOSED TYPE "D" CURB PER FDOT STANDARD PLANS 520-001 (TYP.)PROPOSED ATM CANOPY COVER (SEE ARCH PLANS FOR DETAILS) 24.0' 9.0' TYP. 18.0' TYP. 18.0' TYP. 9.0' TYP. 5 5 9.0' TYP. 18.0' TYP. 12.0' TYP. 5.0' TYP. PROPOSED 48" DIRECTION ARROW PAVEMENT MARKINGS (TYP.) PROPOSED CURB RAMP TYPE CR-E WITH DETECTABLE WARNING PROPOSED ADA ACCESSIBLE SPACE AND SIGN PROPOSED CURB RAMP TYPE CR-B WITH DETECTABLE WARNING PROPOSED TYPE "D" CURB PER FDOT STANDARD PLANS 520-001 (TYP.) PROPOSED TYPE "D" CURB PER FDOT STANDARD PLANS 520-001 (TYP.) SAWCUT AND MATCH EXISTING (TYP.) SAWCUT AND MATCH EXISTING (TYP.) SAWCUT AND MATCH EXISTING (TYP.) PROPOSED "DO NOT ENTER" SIGN TYPE R5-1 PER FDOT MUTCD PROPOSED "DO NOT ENTER" SIGN TYPE R5-1 PER FDOT MUTCD PROPOSED 24" STOP LINE PAVEMENT MARKING (TYP) AND 6" DOUBLE SOLID LINE PER FDOT STANDARD PLANS 711-001 PROPOSED 24" STOP LINE PAVEMENT MARKING (TYP) AND 6" DOUBLE SOLID LINE PER FDOT STANDARD PLANS 711-001 PROPOSED "STOP" SIGN TYPE R1-1 PER FDOT MUTCD 17.5' 24.0' 8.3' 7.8'6.0' 28.5' 24.0' R3.0' TYP. R10.0' R10.0' R10.0' R10.0' R3.0' TYP. R10.0' R97.0' R73.0' R10.0' R8.0' R10.0' R14.5' R3.0' TYP. 27.0' 27.3' 6.0' TYP. 6.0' 9.0' 6.4' PROPOSED 48" TALL X 12" WIDE PAVEMENT MARKINGS (TYP.) R1.0' 9.0' 6.0' PROPOSED BIKE RACK (3 BIKE SPACES) 5.0' 5.0' 5.5' PROPOSED RAMP WITH HANDRAILS PER F.A.C. 505 PROPOSED 6-FOOT WIDE PAVER CROSSWALK W/ 12-INCH "WHITE" STRIPE @ 36" O.C. (CONTINUOUS PAINT) 6.6' 5.6' RELOCATE EXISTING SCHOOL SIGN (DO NOT BLOCK BUS SIGN) 6.0' 8.0' 6.0' 5 3 BANK7/7/2021 149568016NEBKMAS NOTEDDD1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEBSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEB3BUILDING REVISION AND RECLAIM PIPE ADDITION6/25/2021NEB4SIDEWALK AND LANDSCAPE REVISIONS7/07/2021NEBLEGEND CHASE BOUNDARY SETBACK LINE PROPOSED SIGN STANDARD DUTY CONCRETE FOR SIDEWALKS X PARKING COUNT CONCRETE PAVEMENT SITE ANALYSIS TABLE GENERAL CHASE BANK 3,357 S.F. EXISTING ZONING / FUTURE LAND USE T-5 TOWN CENTER DISTRICT PROPOSED ZONING / FUTURE LAND USE TOWN CENTER DISTRICT ADJACENT ZONING TOWN CENTER DISTRICT (N); TOWN CENTER DISTRICT (E); TOWN CENTER DISTRICT (S); TOWN CENTER DISTRICT (W) EXISTING USE VACANT LAND PROPOSED USE BANK W/ DRIVE-THRU HOURS OF OPERATION MONDAY-FRIDAY: 9AM-5PM SATURDAY: 9AM-2PM PROPOSED BUILDING HEIGHT 25'-7" (1 STORY) SITE DATA FLOOD ZONE FLOOD ZONE "X" - 12117CO160F SITE ACREAGE 0.70 ACRES (30,532 SF) IMPERVIOUS AREA 0.48 ACRES (20,793 SF) PERVIOUS AREA 0.23 ACRES (9,739 SF) LOT CRITERIA FAR 0.11 PARKING STANDARD SPACES (9'X18') = 19 SPACES HANDICAP SPACES (12'X18') = 3 SPACES TOTAL = 22 SPACES BICYCLE PARKING 6 BICYCLE SPACES SETBACKS REQUIRED PROVIDED FRONT (R.O.W):25' MIN; 50' MAX 50' SIDE YARD:5' MIN.; 100' MAX 41' (E); 70' (W) REAR:15' MIN 46.4' BUILDING FRONTAGE 20% MIN 30.6% PHASING THIS PROJECT WILL BE COMPLETED IN ONE PHASE. LEGAL DESCRIPTION: LOT 1, WSTC OCEAN BLEU, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 84, PAGES 37 AND 38, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. GEOTECH REPORT BY TERRACON CONSULLTANTS, INC. DATED 10/30/2018 STORMWATER MANAGEMENT THIS DEVELOPMENT COMPLIES WITH THE PREVIOUSLY APPROVED AND CONSTRUCTED MASTER STORMWATER DRAINAGE SYSTEM UNDER THE SAONT JOHN'S RIVER WATER MANAGEMENT DISTRICT (SJRWMD) ERP # 95027.011. THE MASTER PERMIT ALLOWS FOR 80% IMPERVIOUS AREA FOR THE SITE. THIS PROJECT PROPOSES 68% IMPERVIOUS AREA WHICH IS LESS THAN THE MAX ALLOWABLE FOR THE SITE THEREFORE ADDITIONAL STORMWATER TREATMENT AND DETENTION IS NOT REQUIRED. C-300SITE PLANNORTHASPHALT PAVEMENT NOTE: EXISTING SITE LAYOUT, UTILITY INVERTS, AND GRADE ELEVATIONS TAKEN FROM CAD LINEWORK AND PLANS PREPARED BY LEADING EDGE LAND SERVICES DATED 05/21/2020. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING INFORMATION SHOWN PRIOR TO CONSTRUCTION. GENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. 2.EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 3.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. A LIST OF THE UTILITY COMPANIES WHICH THE CONTRACTOR MUST CALL BEFORE COMMENCING WORK IS PROVIDED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. THIS LIST SERVES AS A GUIDE ONLY AND IS NOT INTENDED TO LIMIT THE UTILITY COMPANIES WHICH THE CONTRACTOR MAY WISH TO NOTIFY. FLORIDA LAW (F.S. 556) UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT MANDATES THAT EXCAVATORS/CONTRACTORS SHALL CONTACT SUNSHINE 811 (FKA: SUNSHINE STATE ONE-CALL OF FLORIDA) BY CALLING 800-432-4770 OR 811 AT LEAST 2 FULL BUSINESS DAYS PRIOR TO BEGINNING ANY EXCAVATION OR DEMOLITION TO ALLOW MEMBER OPERATORS AN OPPORTUNITY TO IDENTIFY AND MARK THEIR UNDERGROUND FACILITIES AND APPROPRIATELY RESPONSE TO THE POSITIVE RESPONSE SYSTEM. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 5.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 6.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 7.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER AND DESIGN ENGINEER OF RECORD DIRECTLY FROM THE TESTING AGENCY. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIED RECORD SURVEY SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA DEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS THAT ARE REQUIRED BY THE JURISDICTIONAL AGENCIES FOR THE CERTIFICATION PROCESS. ALL SURVEY COSTS WILL BE THE CONTRACTORS RESPONSIBILITY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF FLORIDA PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 10.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 12.ALL DIMENSIONS ARE FROM FACE OF CURB UNLESS OTHERWISE NOTED. RADIUS DIMENSIONS AT PROPOSED DRIVEWAYS ALONG TURN-IN AND TURN-OUT ARE TO EDGE OF PAVEMENT. ALERT TO CONTRACTOR: 1.THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. 2.ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. Know what's below. before you dig.Call R CITY OF WINTER SPRINGS NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY OF WINTER SPRINGS REGULATIONS AND CODES. 2.ALTERNATIVE PAVEMENT MATERIAL WILL BE USED THROUGHOUT PAINT/THERMOPLASTIC IS NOT ACCEPTABLE. 3.ALL GRASS AREAS ON THE PROPERTY SHALL USE BAHIA GRASS. NO ST. AUGUSTINE GRASS OR GRASS TYPE WITH LOW DROUGHT TOLERANCE SHALL BE PERMITTED. 1 1 1 1 1 1 1 1 3 3 4 4 4 4 42 BANK3/24/2021 149568016NEBKMAS NOTEDDD1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEBSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEBC-301SITE PLAN DETAILSN.T.S.12"’ (2" TYP.)2"R7-8P R7-8 18"X12" SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES 12"X6" PLAQUE TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES 12"X9" PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR PER LOCAL CODE GREEN LEGEND WHITE SYMBOL ON BLUE ON WHITE BACKGROUND GREEN LEGEND ON WHITE BACKGROUND ACCESSIBLE PARKING SIGN N.T.S. MIN. 60" ABOVE GROUND BACK OF CURB MODIFIED TYPE "D" CURB DETAIL N.T.S. 2" RADIUS 8" 6"12"6"(REFER TO PAVEMENT SECTIONS)12" NOTE: ·SEE 2018-19 FDOT STANDARD PLANS INDEX 520-001 FOR FURTHER DETAILS. N.T.S. N.T.S. 1 N.T.S. 1 1 2 43 CO CO CO COCO CO CO LANDS OFMcDONALD'S RESTAURANTSOF FLORIDA, INC.O.R. 2803, PG. 632LANDS OFWINTER SPRINGSAPARTMENTS LPN29°03'10"E 188.49'S39°32'19"E 208.65'S50°29'56"W 174.97'N39°44'57"W 139.73'LANDS OFJDBS WINTERSPRINGS, LLC+/- 3,357 S.F. F.F.E 41.20 THRUONLYDRIVEUP ATMDO NOT ENTERTNO PARKING FIRE LANE EB EB EB PULL BOXohohohohohohohPICK UP WINDOW PICK UPWINDOWWWW W Wwm wm wm wm wm wm wm SANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN S A N EAGLE EDGE LANE(62' R/W PER ORB 9329, PG 443)STATE ROAD 434 (SANFORD - OVIEDO ROAD) (R/W WIDTH VARIES) SEA HAWK COVE (62' R/W) TRACT "D" PER PB 82, PG 63-66 wm wm wm wm wmSANSANSANSAN SAN SAN SAN ONLY40.038.0 38.5 39.039.540.541.041.541 . 5 41.541.0 40.0 39.5 40.5 41.0 42.5 43. 0 4 3 . 5 40.0 38. 0 38.5 39.0 39.5 40.5 41.0 41.5 42.0 38.5 38.0 38.5 39.0 1.74%1.53%3.55%1.57%1.90%0.75% 1.00%1.18% 0.96%5.30%37.92 ME 38.78 ME 39.73 ME 40.95 ME 43.48 ME 43.72 ME 43.10 ME 37.58 ME 38.40 ME 38.63 ME 40.63 ME 40.22 ME 40.35 ME 41.50 ME 39.56 39.91 39.10 38.75 39.69 39.05 42.37 41.92 42.61 38.00 38.16 38.73 38.10 38.12 38.81 39.00 38.08 38.18 38.58 38.29 39.07 39.12 39.00 39.15 39.05 39.80 TOC 39.65 40.92 41.02 39.74 41.20 39.30 39.70 40.95 41.09 41.20 41.20 41.27 40.67 41.14 41.14 40.51 40.60 40.63 40.72 40.97 41.47 TOC 40.90 41.55 41.0241.0041.15 42.23 41.61 41.87 42.56 43.24 43.12 43.35 38.91 39.24 39.34 39.43 40.25 40.36 40.41 41.10 TOC 41.20 41.13 40.00 40.67 41.02 41.11 40.60 41.16 38.23 38.28 39.69 ST-01 20 LF OF 18" RCP 24 L F O F 1 0 " P V C ST-02 33 LF OF 10 " PVC ST-03 35 LF OF 10" PVC ST-04 89 LF OF 8" PVCST-05 43 LF OF 8" PVC ST-06 14 L F O F 8 " P V C ST-0773 LF OF 8" PVCST-08 EX-ST-28 40.92 38.21 38.28 38.37 41.92 40.89 3.55%3.28%5.57%4.23%4.23%4.23%42.82 47 LF OF 18" RCP 143 LF OF 18" RCP ST-09 ST-10 82 LF OF 18" R C P ST-11 41.94 ME 41.75 ME42.16 ME42.16 ME 42.49 ME 42.64 ME DRAINAGE SCHEDULE ST-# EX-ST-28 ST-01 ST-02 ST-03 ST-04 ST-05 STRUCTURE TYPE AND DETAILS: CURB INLET GRATE EL. 36.72' NE INV EL. 30.52' RIM: ??? INV IN: 30.55 GRATE INLET FDOT STANDARD PLANS 425 RIM: 38.46 INV IN: 30.65 INV IN: 30.65 INV OUT: 30.65 CLEAN OUT RIM: 38.38 INV IN: 30.77 INV OUT: 30.77 CLEAN OUT RIM: 41.01 INV IN: 30.93 INV OUT: 30.93 CLEAN OUT RIM: 40.15 INV IN: 31.10 INV OUT: 31.10 CLEAN OUT RIM: 41.47 INV IN: 31.54 INV OUT: 31.54 PIPES IN: FROM ST-01, 18" RCP INV IN: 30.55 @ 0.50% FROM ST-09, 18" RCP INV IN: 30.65 @ 0.50% FROM ST-02, 10" PVC INV IN: 30.65 @ 0.50% FROM ST-03, 10" PVC INV IN: 30.77 @ 0.50% FROM ST-04, 10" PVC INV IN: 30.93 @ 0.50% FROM ST-05, 8" PVC INV IN: 31.10 @ 0.50% FROM ST-06, 8" PVC INV IN: 31.54 @ 0.50% PIPES OUT TO EX-ST-28, 18" RCP INV OUT: 30.65 @ 0.50% TO ST-01, 10" PVC INV OUT: 30.77 @ 0.50% TO ST-02, 10" PVC INV OUT: 30.93 @ 0.50% TO ST-03, 10" PVC INV OUT: 31.10 @ 0.50% TO ST-04, 8" PVC INV OUT: 31.54 @ 0.50% DRAINAGE SCHEDULE ST-# ST-06 ST-07 ST-08 ST-09 ST-10 ST-11 STRUCTURE TYPE AND DETAILS: CLEAN OUT RIM: 41.64 INV IN: 31.75 INV OUT: 31.75 CLEAN OUT RIM: 41.55 INV IN: 31.82 INV OUT: 31.82 CLEAN OUT RIM: 40.33 INV OUT: 32.18 GRATE INLET RIM: 37.99 INV IN: 30.88 INV OUT: 30.88 MANHOLE RIM: 42.82 INV IN: 31.59 INV OUT: 31.59 GRATE INLET RIM: 40.97 INV OUT: 32.00 PIPES IN: FROM ST-07, 8" PVC INV IN: 31.75 @ 0.50% FROM ST-08, 8" PVC INV IN: 31.82 @ 0.50% FROM ST-10, 18" RCP INV IN: 30.88 @ 0.50% FROM ST-11, 18" RCP INV IN: 31.59 @ 0.50% PIPES OUT TO ST-05, 8" PVC INV OUT: 31.75 @ 0.50% TO ST-06, 8" PVC INV OUT: 31.82 @ 0.50% TO ST-07, 8" PVC INV OUT: 32.18 @ 0.50% TO ST-01, 18" RCP INV OUT: 30.88 @ 0.50% TO ST-09, 18" RCP INV OUT: 31.59 @ 0.50% TO ST-10, 18" RCP INV OUT: 32.00 @ 0.50% Know what's below. before you dig.Call R BANK7/7/2021 149568016NEBKMAS NOTEDDD1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEBSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEB3BUILDING REVISION AND RECLAIM PIPE ADDITION6/25/2021NEB4SIDEWALK AND LANDSCAPE REVISIONS7/07/2021NEBC-500GRADING AND DRAINAGE PLANEXISTING CONTOUR PROPOSED CONTOUR PROPOSED SLOPE PROPOSED SPOT GRADE PROPOSED STORM SEWER PIPE XX.XX CO PROPOSED CLEANOUT PROPOSED SPOT GRADE TOP OF CURB XX.XX TC PROPOSED SPOT GRADE MATCH EXISTING GRADE XX.XX ME PROPOSED LIGHTING FIXTURE STANDARD DUTY CONCRETE FOR SIDEWALKS CONCRETE PAVEMENT NOTE: EXISTING SITE LAYOUT, UTILITY INVERTS, AND GRADE ELEVATIONS TAKEN FROM CAD LINEWORK AND PLANS PREPARED BY LEADING EDGE LAND SERVICES DATED 05/21/2020. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING INFORMATION SHOWN PRIOR TO CONSTRUCTION. ELEVATIONS BASED ON SEMINOLE COUNTY BENCHMARK #4733701, HAVING AN ELEVATION OF 44.4500 FEET, (NAVD 88). EXISTING STORM PIPE EXISTING STORM INLET LEGEND CHASE BOUNDARY PROPOSED SIGNNORTH GRADING NOTES 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE EXISTING SITE LAYOUT, UTILITY INVERTS, AND GRADE ELEVATIONS AS SHOWN ON THESE PLANS IS TAKEN FROM CAD LINEWORK AND PLANS PREPARED BY GEOPOINT SURVEY, INC. DATED 10/29/2016. THE INFORMATION HAS NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER AND IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING INFORMATION SHOWN PRIOR TO CONSTRUCTION. 2.IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 3.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. FLORIDA LAW (F.S. 556) UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT MANDATES THAT EXCAVATORS/CONTRACTORS SHALL CONTACT SUNSHINE 811 (FKA: SUNSHINE STATE ONE-CALL OF FLORIDA) BY CALLING 800-432-4770 OR 811 AT LEAST 2 FULL BUSINESS DAYS PRIOR TO BEGINNING ANY EXCAVATION OR DEMOLITION TO ALLOW MEMBER OPERATORS AN OPPORTUNITY TO IDENTIFY AND MARK THEIR UNDERGROUND FACILITIES AND APPROPRIATELY RESPONSE TO THE POSITIVE RESPONSE SYSTEM. 4.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 5.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 6.EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 7.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 8.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 9.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 10.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AS WELL AS WATER MANAGEMENT DISTRICT AND CITY REQUIREMENTS. 11.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 12.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 13.ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 14.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 15.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 16.PIPE LENGTHS LISTED ARE BASED ON HORIZONTAL DISTANCE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND USED FOR DESIGN. CONTRACTOR TO FIELD VERIFY ACTUAL PIPE LENGTHS NEEDED FOR CONSTRUCTION. 17.THE DATUM SHOWN ON THE GRADING PLAN IS NAVD 88. 18.SIDEWALKS ARE DESIGNED TO MEET ADA REQUIREMENTS WITH A MAXIMUM LONGITUDINAL SLOPE OF 5% AND A MAXIMUM CROSS SLOPE OF 2%. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF SLOPES DO NOT MEET THESE ADA REQUIREMENTS. 19.SIDEWALKS ARE NOT TO EXCEED 5% ALONG THE PATH UNLESS SPECIFICALLY DESIGNED OTHERWISE. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF SLOPES DO NOT MEET THESE ADA REQUIREMENTS. 20.ADA PARKING SPACES ARE NOT TO EXCEED 2% IN ANY DIRECTION. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF SLOPES DO NOT MEET THESE ADA REQUIREMENTS. 21.ALL EXTERIOR SLOPES, NEW CONSTRUCTION, SHALL BE VERIFIED TO BE IN COMPLIANCE WITH LOCALLY ADOPTED ACCESSIBILITY REGULATIONS AND SHALL BE MEASURED WITH A 24" SMART LEVEL. CROSS SLOPES IN ALL CONDITIONS SHALL BE 2% MAXIMUM. 22.SPOT ELEVATIONS ALONG CURBLINE ARE SHOWN AT THE FACE OF CURB UNLESS OTHERWISE NOTED. 23.SPOT SHOTS LABELED 'ME' ARE TO MATCH EXISTING GRADES. 24.SPOT SHOTS LABELED 'TC' ARE TOP OF CURB. 25.PVC PIPE TO BE ANSI/AWWA C900 FOR NOMINAL DIAMETERS 4-INCH THROUGH 12-INCH. ALERT TO CONTRACTOR: 1.THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. 2.ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. 1 1 1 1 1 1 3 4 44 1.74%1.53% 1.00% 0.96% 40.63 ME 40.22 ME 40.35 ME 40.95 41.09 41.20 41.20 41.27 40.67 41.14 41.14 40.51 40.60 40.63 40.7289 LF OF 8" PVCCO CO CO DRIVE41.0 40.5 41.0 1.90%5.30%39.07 39.65 40.92 41.02 41.20 39.6933 LF OF 10 " PVC ST-03 35 LF OF 10" PVC ST-04 89 LF OF 8" PVCST-08 40.92 CODO NOT ENTERT40.0 39.5 40.5 38.5 38.10 38.12 39.00 38.08 38.18 38.58 38.29 40.25 40.41 38.23 38.28 24 L F O F 1 0 " P V C 33 LF OF 10 " PVC 38.21 38.28 38.37 Know what's below. before you dig.Call R BANK7/7/2021 149568016NEBKMAS NOTEDDD1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEBSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEB3BUILDING REVISION AND RECLAIM PIPE ADDITION6/25/2021NEB4SIDEWALK AND LANDSCAPE REVISIONS7/07/2021NEBC-501GRADING AND DRAINAGE DETAILSSOUTHEAST ENTRANCE DETAIL SCALE:1" = 10'NORTHATM DRIVE-THRU GRADING DETAIL SCALE:1" = 10'NORTHNORTHEAST ENTRANCE DETAIL SCALE:1" = 5'NORTH45 CO CO CO COCO CO CO CO COMBFP +/- 3,357 S.F. F.F.E 41.20 TNO PARKING FIRE LANE EB EB EB PULL BOXohohohohohohohPICK UP WINDOW PICK UPWINDOWWWW W Wwm wm wm wm wm wm wm 2" PVC PIPE IN GROUND (UNKNOWN UTILITY) TOP=37.72 NE INV=26.72 SE INV=26.92 W. INV=27.05 SANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN S A N EAGLE EDGE LANE(62' R/W PER ORB 9329, PG 443)STATE ROAD 434 (SANFORD - OVIEDO ROAD) (R/W WIDTH VARIES) SEA HAWK COVE (62' R/W) TRACT "D" PER PB 82, PG 63-66 wm wm wm wm wmSANSANSANSAN SAN SAN SAN ONLYLANDS OFMcDONALD'S RESTAURANTSOF FLORIDA, INC.O.R. 2803, PG. 632LANDS OFWINTER SPRINGSAPARTMENTS LPN29°03'10"E 188.49'S39°32'19"E 208.65'S50°29'56"W 174.97'N39°44'57"W 139.73'LANDS OFJDBS WINTERSPRINGS, LLCASSUMED LOCATION AND SIZE OF PROPOSED COMMUNICATIONS, FIBER OPTIC, AND ELECTRIC LINES AND CONNECTION POINT (COORDINATE WITH APPROPRIATE UTILITY PROVIDER) PROPOSED 1" PVC WATER SERVICE PROPOSED TRANSFORMER PAD PROPOSED MANUAL TRANSFER SWITCH PROPOSED ELECTRICAL CONDUIT PROPOSED FIRE HYDRANT PER CITY OF WINTER SPRINGS DETAIL (4) 1" CONDUIT & (2) 1.25" CONDUIT W/ PULL WIRE FOR ATM (BY OTHERS) EXISTING CLEANOUT. PROPOSED CONNECTION TO EXISTING PRIVATE SANITARY SEWER. RIM EL.+/-39.60' & INV EL.: +/-28.75' PROPOSED COMMUNICATIONS CONDUITS. (BY OTHERS) EXISTING CAP TO BE REMOVED. CONNECTION POINT TO EXISTING WATERMAIN PROPOSED FIBER AND TELEPHONE ENTRY PROPOSED TELEPHONE CONDUIT PROPOSED FIBER OPTIC PROPOSED 5/8" WATER METER AND 3/4" BACKFLOW PREVENTER PROPOSED 10" TAP PROPOSED 10" WATERMAIN EX-SS-01 PROPOSED SANITARY CONNECTION RIM: 39.60' INV. IN 4": 28.75 SS-02 CLEAN OUT RIM: 38.93 INV. IN 4": 28.84 INV. IN 4": 28.84 INV. OUT 4": 28.84 SS-03 CLEAN OUT RIM: 42.71 INV. OUT 4": 29.04 SS-04 SANITARY DRAIN RIM: 29.85 INV. OUT 4": 29.48 PROPOSED 10" CAP PROPOSED 10"X6" TEE PROPOSED 10" GATE VALVE PROPOSED 6" GATE VALVE PROPOSED 10" TEE PROPOSED 10"X1" REDUCER PROPOSED 2" RECLAIM WATER LINE FOR IRRIGATION PROPOSED CONNECTION TO EXISTING 4" RECLAIM WATER LINE PROPOSED CONNECTION TO PROPOSED IRRIGATION WATER METER. SEE IRRIGATION PLAN FOR CONTINUATION. Know what's below. before you dig.Call R BANK7/7/2021 149568016NEBKMAS NOTEDDD1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEBSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEB3BUILDING REVISION AND RECLAIM PIPE ADDITION6/25/2021NEB4SIDEWALK AND LANDSCAPE REVISIONS7/07/2021NEBC-600UTILITY PLANLEGEND CHASE BOUNDARYNORTH T PROPOSED CLEANOUT PROPOSED UNDERGROUND CONDUIT PROPOSED UNDERGROUND CONDUIT PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE EXISTING STORM SEWER PIPE CO EXISTING GRATE INLET S EXISTING SANITARY SEWER MANHOLE EXISTING FIRE HYDRANT PROPOSED FIRE LINE PROPOSED TRANSFORMER PROPOSED MANUAL TRANSFER SWITCH UTILITY NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES GRAVITY SEWER LINES AND DOMESTIC WATER AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS AND/OR ELEVATIONS WERE TAKEN FROM CAD LINEWORK AND PLANS PREPARED BY GEOPOINT SURVEY, INC. DATED 11/3/2019. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES (ANY CITY) WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PHASES OF INSTALLATION, INCLUDING UNLOADING, TRENCHING, LAYING AND BACK FILLING, SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE AVAILABLE FOR USE PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF FLORIDA PROFESSIONAL LAND SURVEYOR BEFORE BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 11.ALL UTILITIES LOCATED OUTSIDE PUBLIC RIGHT-OF-WAYS AND PUBLIC EASEMENTS SHALL BE PRIVATELY OWNED AND MAINTAINED 12.MAINTAIN A MINIMUM OF 3 FEET OF COVER OVER ALL PROPOSED WATER, WASTEWATER, AND RECLAIMED WATER LINES. 13.ALL UTILITY WORK AND MATERIALS SHALL COMPLY WITH ALL CITY OF WINTER SPRINGS REGULATIONS AND CODES SET FORTH IN THE LATEST . NOTE: EXISTING SITE LAYOUT, UTILITY INVERTS, AND GRADE ELEVATIONS TAKEN FROM CAD LINEWORK AND PLANS PREPARED BY LEADING EDGE LAND SERVICES DATED 05/21/2020. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING INFORMATION SHOWN PRIOR TO CONSTRUCTION. CITY OF WINTER SPRINGS PUBLIC WORKS NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH THE CURRENT CITY OF WINTER SPRINGS WATER AND SEWER DESIGN AND CONSTRUCTION SPECIFICATIONS. 2.ALL ROLL OFF CONSTRUCTION DUMPSTER'S SHALL BE FURNISHED BY WASTE PRO, PER THE CITY'S SOLID WASTE FRANCHISE AGREEMENT. 3.NO CONSTRUCTION EQUIPMENT OPERATION BETWEEN 10 PM AND 7 AM, PER THE CITY NOISE ORDINANCE. NOISE ORDINANCE APPLIES TO SUNDAYS AND HOLIDAYS. 4. ALL SANITARY AND STORM PIPING SYSTEMS SHALL BE VIDEO INSPECTED PRIOR TO SITE ACCEPTANCE. 5. A COPY OF THE VIDEO AND REPORT ARE TO BE PROVIDED TO THE CITY FOR REVIEW. 6. NO ON-SITE BURNING IS PERMITTED WITHIN THE CITY OF WINTER SPRINGS. 7.A MINIMUM OF 48 HOURS NOTICE IS REQUIRED PRIOR TO ALL INSPECTIONS. 8.THIS PARCEL'S SHARE OF THE ARBOR MITIGATION FEE WILL BE REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY. 1 1 2 3 34 46 13.2 14.7 16.3 18.1 11.5 12.8 14.3 15.8 17.6 19.5 21.6 12.4 13.8 15.4 17.1 18.9 20.9 23.0 25.1 12.1 13.5 15.0 16.6 18.4 20.3 22.3 24.3 26.4 28.3 13.1 14.6 16.3 18.119.9 21.8 23.8 25.7 27.6 29.3 14.1 15.9 17.7 19.7 21.6 23.5 25.327.1 28.8 30.2 15.2 17.2 19.2 21.3 23.3 25.2 27.0 28.5 29.8 30.9 18.4 20.6 22.8 25.0 26.9 28.6 29.9 30.9 21.8 24.2 26.5 28.5 30.1 31.2 31.8 25.4 27.7 29.8 31.3 1.01.31.41.42.0 1.6 1.9 1.9 1.42.32.83.22.61.81.61.72.22.4 3.6 4.43.32.1 2.1 2.0 2.1 2.2 3.33.74.54.23.33.02.62.32.01.92.62.6 4.05.14.83.4 3.43.3 2.7 2.2 2.0 1.9 2.6 4.1 2.42.73.84.63.93.83.52.82.11.92.12.5 2.6 2.8 3.72.0 3.03.6 4.23.2 3.5 4.03.2 2.1 1.5 1.4 1.7 2.4 2.7 2.52.73.7 1.02.23.24.55.33.83.93.72.51.01.21.62.2 2.6 2.6 2.2 2.0 2.0 0.41.01.92.6 4.45.0 3.9 4.0 3.2 0.9 1.0 1.4 2.12.31.8 1.6 1.81.7 0.61.32.22.74.54.43.43.50.70.9 1.3 1.6 1.7 1.6 1.6 1.6 1.40.30.71.42.4 3.1 4.3 3.9 3.3 3.2 0.7 0.8 1.01.4 1.81.71.61.51.40.20.40.71.21.62.23.32.9 2.8 2.9 2.1 0.9 1.42.02.3 1.8 1.7 1.8 1.50.5 0.8 1.2 1.5 2.0 2.52.22.32.41.9 1.31.72.43.02.82.62.11.51.30.50.81.11.52.0 2.3 2.3 2.4 2.5 2.1 1.9 1.82.22.6 2.93.1 4.44.02.1 1.60.6 0.9 1.2 1.7 2.02.42.82.72.72.42.12.02.12.63.53.64.55.23.62.60.60.91.21.8 2.2 2.6 3.1 3.1 2.7 2.92.62.62.52.6 3.2 3.6 4.95.9 4.3 3.2 1.1 1.5 2.12.42.53.23.63.13.64.33.52.92.32.22.63.64.14.45.35.13.91.3 1.5 1.9 2.7 2.9 3.6 4.5 4.3 4.15.3 4.73.13.43.7 4.54.9 5.3 6.05.3 3.6 1.5 2.03.74.54.04.85.34.44.55.54.64.76.29.611.69.06.84.53.81.82.7 3.6 4.9 4.2 4.3 5.45.14.6 6.0 6.25.8 9.321.130.814.05.5 4.2 2.32.74.45.04.35.25.85.25.36.27.015.931.525.110.64.92.63.85.1 4.7 4.75.9 5.9 5.2 5.6 7.0 13.822.6 12.05.7 2.83.54.64.75.06.36.45.25.25.76.77.34.93.0 4.15.3 5.5 6.16.25.1 5.1 5.3 4.4 3.6 3.14.15.15.25.47.37.25.55.24.02.83.2 4.2 5.8 6.98.5 8.4 5.1 4.3 4.0 2.74.76.16.45.96.95.2 4.13.2 4.2 4.3 4.3 6.2 5.91.82.9 3.8 4.0 4.21.9 2.72.71.4 1.50.8+/- 3,357 S.F. F.F.E 41.20 THRUONLYDRIVEUP ATMDO NOT ENTERTNO PARKING FIRE LANE EB EB EB PULL BOXohohohohohohohPICK UP WINDOW PICK UPWINDOWWWW W Wwm wm wm wm wm wm wm 2" PVC PIPE IN GROUND (UNKNOWN UTILITY) TOP=37.72 NE INV=26.72 SE INV=26.92 W. INV=27.05 SANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN S A N EAGLE EDGE LANE(62' R/W PER ORB 9329, PG 443)STATE ROAD 434 (SANFORD - OVIEDO ROAD) (R/W WIDTH VARIES) SEA HAWK COVE (62' R/W) TRACT "D" PER PB 82, PG 63-66 wm wm wm wm wmSANSANSANSAN SAN SAN SAN ONLYLANDS OFMcDONALD'S RESTAURANTSOF FLORIDA, INC.O.R. 2803, PG. 632LANDS OFWINTER SPRINGSAPARTMENTS LPN29°03'10"E 188.49'S39°32'19"E 208.65'S50°29'56"W 174.97'N39°44'57"W 139.73'LANDS OFJDBS WINTERSPRINGS, LLC6.4' 13.2 14.7 16.3 18.1 11.5 12.8 14.3 15.8 17.6 19.5 21.6 12.4 13.8 15.4 17.1 18.9 20.9 23.0 25.1 12.1 13.5 15.0 16.6 18.4 20.3 22.3 24.3 26.4 28.3 13.1 14.6 16.3 18.1 19.9 21.8 23.8 25.7 27.6 29.3 14.1 15.9 17.7 19.7 21.6 23.5 25.3 27.1 28.8 30.2 15.2 17.2 19.2 21.3 23.3 25.2 27.0 28.5 29.8 30.9 18.4 20.6 22.8 25.0 26.9 28.6 29.9 30.9 21.8 24.2 26.5 28.5 30.1 31.2 31.8 25.4 27.7 29.8 31.3 9.3 21.1 15.9 31.5 13.8 22.6 BANK7/7/2021 149568016NEBKMAS NOTEDDD1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEBSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEB3BUILDING REVISION AND RECLAIM PIPE ADDITION6/25/2021NEB4SIDEWALK AND LANDSCAPE REVISIONS7/07/2021NEBC-700PHOTOMETRIC PLANNORTHCITY OF WINTER SPRINGS NOTES 1.SECURITY LIGHTS WILL BE PLACED ABOVE DOORWAYS / EXITS AND OTHER AREAS ON PERIMETER OF BUILDING. DOORWAYS / EXITS SHALL HAVE WALL MOUNTED FIXTURES. ADDITIONAL SECURITY LIGHTING SHALL BE EITHER WALL MOUNTED OR BY OTHER BUILDING ACCENT LIGHTING. FINAL DETAILS AND TYPE OF FIXTURES USED SHALL BE SUBMITTED WITH THE FINAL ENGINEERING PLAN. ALL LIGHTING POTENTIALLY VISIBLE FROM THE STREET OR RESIDENTIAL AREA SHOULD BE INDIRECT OR INCORPORATE A FULL CUTOFF SHIELD TYPE FIXTURE. 3 47 REVISIONSNo.DATE BANK3/24/2021 149568016NEBKMAS NOTEDDD1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEBSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEBC-800CITY OF WINTER SPRINGS UTILITYDETAILS16" AB0VE PIPE W.S. DETAIL 6-9-00 BY DT City of Winter Springs 53 Section 9 City of Winter Springs 54 Section 9 City of Winter Springs 57 Section 9 POTABLE WATER SERVICE SINGLE 60 City of Winter Springs 65 Section 9 "DOWNSTREAM" LOT LINE AS REQUIRED "Y" BRANCH WITH SPUR 30° CURVE 6"X 4' DOUBLE WYE WITH 6" CLEAN OUT INSTALLED TO 3' ABOVE GROUND SURFACE SEWER MAIN SIZE VARIES Clean Out is to be placed at ground level after TV inspection & acceptance by the utility department. 3' MIN. GROUND LEVEL 6" MINIMUM NOTE: SEWER MAIN SIZE VARIES SERVICE CONNECTION DETAILS SHOWN IS FOR A DOUBLE PVC SERVICE A SINGLE WYE WOULD BE USED FOR A SINGLE SERVICE City of Winter Springs 62 Section 95' MAX3' MINCity of Winter Springs 61 Section 9 1 55 2 48 BANK3/24/2021 149568016NEBKMAS NOTEDDD1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEBSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©C-302FDOT SITE DETAILS49 MBFPLANDS OFMcDONALD'S RESTAURANTSOF FLORIDA, INC.O.R. 2803, PG. 632LANDS OFWINTER SPRINGSAPARTMENTS LPN29°03'10"E 188.49'S39°32'19"E 208.65'S50°29'56"W 174.97'N39°44'57"W 139.73'LANDS OFJDBS WINTERSPRINGS, LLC+/- 3,357 S.F. F.F.E 41.20 THRUONLYDRIVEUP ATMDO NOT ENTERTLOT 3 0.67 AC STARBUCKS 2,500 SF GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GASGASGAS NO PARKING FIRE LANE wm wm EB EB EB PULL BOXohohohohohohohPICK UP WINDOW PICK UPWINDOWWWW W Wwmwmwmwm wm wm wm wm wm wm 2" PVC PIPE IN GROUND (UNKNOWN UTILITY) TOP=37.72 NE INV=26.72 SE INV=26.92 W. INV=27.05 SANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN S A N EAGLE EDGE LANE(62' R/W PER ORB 9329, PG 443)STATE ROAD 434 (SANFORD - OVIEDO ROAD) (R/W WIDTH VARIES) SEA HAWK COVE (62' R/W) TRACT "D" PER PB 82, PG 63-66 SEA HAWK COVE (62' R/W) TRACT "B" PER PB 82, PG 63-66wmwmwmwmwmwmSANSANSANSANSANSANSANSANSAN SAN SAN ONLYPROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT ALERT TO CONTRACTOR: 1.THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. 2.ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. Know what's below. before you dig.Call R BANK7/7/2021 149568016NEBKMAS NOTEDDD1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEBSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEB3BUILDING REVISION AND RECLAIM PIPE ADDITION6/25/2021NEB4SIDEWALK AND LANDSCAPE REVISIONS7/07/2021NEBCONCRETE PAVEMENT 1 2 C-303FIRE TRUCK TURNNORTHLEGEND CHASE BOUNDARY 2 3 3 50 BANK3/24/2021 149568016NEBKMAS NOTEDDD1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEBSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEBC-301SITE PLAN DETAILSN.T.S.12"’ (2" TYP.)2"R7-8P R7-8 18"X12" SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES 12"X6" PLAQUE TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES 12"X9" PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR PER LOCAL CODE GREEN LEGEND WHITE SYMBOL ON BLUE ON WHITE BACKGROUND GREEN LEGEND ON WHITE BACKGROUND ACCESSIBLE PARKING SIGN N.T.S. MIN. 60" ABOVE GROUND BACK OF CURB MODIFIED TYPE "D" CURB DETAIL N.T.S. 2" RADIUS 8" 6"12"6"(REFER TO PAVEMENT SECTIONS)12" NOTE: ·SEE 2018-19 FDOT STANDARD PLANS INDEX 520-001 FOR FURTHER DETAILS. N.T.S. N.T.S. 1 N.T.S. 1 1 2 51 MBFPLANDS OFMcDONALD'S RESTAURANTSOF FLORIDA, INC.O.R. 2803, PG. 632LANDS OFWINTER SPRINGSAPARTMENTS LPN29°03'10"E 188.49'S39°32'19"E 208.65'S50°29'56"W 174.97'N39°44'57"W 139.73'LANDS OFJDBS WINTERSPRINGS, LLC+/- 3,122 S.F. F.F.E 41.20 THRUONLYDRIVEUP ATMDO NOT ENTERTLOT 3 0.67 AC STARBUCKS 2,500 SF GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GASGASGAS NO PARKING FIRE LANE wm wm EB EB EB PULL BOXohohohohohohohPICK UP WINDOW PICK UPWINDOWWWW W Wwmwmwmwm wm wm wm wm wm wm 2" PVC PIPE IN GROUND (UNKNOWN UTILITY) TOP=37.72 NE INV=26.72 SE INV=26.92 W. INV=27.05 SANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN S A N EAGLE EDGE LANE(62' R/W PER ORB 9329, PG 443)STATE ROAD 434 (SANFORD - OVIEDO ROAD) (R/W WIDTH VARIES) SEA HAWK COVE (62' R/W) TRACT "D" PER PB 82, PG 63-66 SEA HAWK COVE (62' R/W) TRACT "B" PER PB 82, PG 63-66wmwmwmwmwmwmSANSANSANSANSANSANSANSANSAN SAN SAN ONLYPROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT ALERT TO CONTRACTOR: 1.THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. 2.ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. Know what's below. before you dig.Call R BANK3/24/2021 149568016NEBKMAS NOTEDDD1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEBSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEBCONCRETE PAVEMENT 2 C-303FIRE TRUCK TURNNORTHLEGEND CHASE BOUNDARY 2 52 CO CO CO COCO CO CO CO COMBFP +/- 3,122 S.F. F.F.E 41.20 TNO PARKING FIRE LANE EB EB EB PULL BOXohohohohohohohPICK UP WINDOW PICK UPWINDOWWWW W Wwm wm wm wm wm wm wm 2" PVC PIPE IN GROUND (UNKNOWN UTILITY) TOP=37.72 NE INV=26.72 SE INV=26.92 W. INV=27.05 SANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN S A N EAGLE EDGE LANE(62' R/W PER ORB 9329, PG 443)STATE ROAD 434 (SANFORD - OVIEDO ROAD) (R/W WIDTH VARIES) SEA HAWK COVE (62' R/W) TRACT "D" PER PB 82, PG 63-66 wm wm wm wm wmSANSANSANSAN SAN SAN SAN ONLYLANDS OFMcDONALD'S RESTAURANTSOF FLORIDA, INC.O.R. 2803, PG. 632LANDS OFWINTER SPRINGSAPARTMENTS LPN29°03'10"E 188.49'S39°32'19"E 208.65'S50°29'56"W 174.97'N39°44'57"W 139.73'LANDS OFJDBS WINTERSPRINGS, LLCASSUMED LOCATION AND SIZE OF PROPOSED COMMUNICATIONS, FIBER OPTIC, AND ELECTRIC LINES AND CONNECTION POINT (COORDINATE WITH APPROPRIATE UTILITY PROVIDER) PROPOSED 1" PVC WATER SERVICE PROPOSED TRANSFORMER PAD PROPOSED MANUAL TRANSFER SWITCH PROPOSED ELECTRICAL CONDUIT PROPOSED FIRE HYDRANT PER CITY OF WINTER SPRINGS DETAIL (4) 1" CONDUIT & (2) 1.25" CONDUIT W/ PULL WIRE FOR ATM (BY OTHERS) EXISTING CLEANOUT. PROPOSED CONNECTION TO EXISTING PRIVATE SANITARY SEWER. RIM EL.+/-39.60' & INV EL.: +/-28.75' PROPOSED COMMUNICATIONS CONDUITS. (BY OTHERS) EXISTING CAP TO BE REMOVED. CONNECTION POINT TO EXISTING WATERMAIN PROPOSED FIBER AND TELEPHONE ENTRY PROPOSED TELEPHONE CONDUIT PROPOSED FIBER OPTIC PROPOSED 5/8" WATER METER AND 3/4" BACKFLOW PREVENTER PROPOSED 10" TAP PROPOSED 10" WATERMAIN EX-SS-01 PROPOSED SANITARY CONNECTION RIM: 39.60' INV. IN 4": 28.75 SS-02 CLEAN OUT RIM: 38.93 INV. IN 4": 28.84 INV. IN 4": 28.84 INV. OUT 4": 28.84 SS-03 CLEAN OUT RIM: 42.71 INV. OUT 4": 29.04 SS-04 SANITARY DRAIN RIM: 29.85 INV. OUT 4": 29.48 PROPOSED 10" CAP PROPOSED 10"X6" TEE PROPOSED 10" GATE VALVE PROPOSED 6" GATE VALVE PROPOSED 10" TEE PROPOSED 10"X1" REDUCER Know what's below. before you dig.Call R BANK3/24/2021 149568016NEBKMAS NOTEDDD1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEBSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEBC-600UTILITY PLANLEGEND CHASE BOUNDARYNORTH T PROPOSED CLEANOUT PROPOSED UNDERGROUND CONDUIT PROPOSED UNDERGROUND CONDUIT PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE EXISTING STORM SEWER PIPE CO EXISTING GRATE INLET S EXISTING SANITARY SEWER MANHOLE EXISTING FIRE HYDRANT PROPOSED FIRE LINE PROPOSED TRANSFORMER PROPOSED MANUAL TRANSFER SWITCH UTILITY NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES GRAVITY SEWER LINES AND DOMESTIC WATER AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS AND/OR ELEVATIONS WERE TAKEN FROM CAD LINEWORK AND PLANS PREPARED BY GEOPOINT SURVEY, INC. DATED 11/3/2019. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES (ANY CITY) WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PHASES OF INSTALLATION, INCLUDING UNLOADING, TRENCHING, LAYING AND BACK FILLING, SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE AVAILABLE FOR USE PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF FLORIDA PROFESSIONAL LAND SURVEYOR BEFORE BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 11.ALL UTILITIES LOCATED OUTSIDE PUBLIC RIGHT-OF-WAYS AND PUBLIC EASEMENTS SHALL BE PRIVATELY OWNED AND MAINTAINED 12.MAINTAIN A MINIMUM OF 3 FEET OF COVER OVER ALL PROPOSED WATER, WASTEWATER, AND RECLAIMED WATER LINES. 13.ALL UTILITY WORK AND MATERIALS SHALL COMPLY WITH ALL CITY OF WINTER SPRINGS REGULATIONS AND CODES SET FORTH IN THE LATEST . NOTE: EXISTING SITE LAYOUT, UTILITY INVERTS, AND GRADE ELEVATIONS TAKEN FROM CAD LINEWORK AND PLANS PREPARED BY LEADING EDGE LAND SERVICES DATED 05/21/2020. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING INFORMATION SHOWN PRIOR TO CONSTRUCTION. CITY OF WINTER SPRINGS PUBLIC WORKS NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH THE CURRENT CITY OF WINTER SPRINGS WATER AND SEWER DESIGN AND CONSTRUCTION SPECIFICATIONS. 2.ALL ROLL OFF CONSTRUCTION DUMPSTER'S SHALL BE FURNISHED BY WASTE PRO, PER THE CITY'S SOLID WASTE FRANCHISE AGREEMENT. 3.NO CONSTRUCTION EQUIPMENT OPERATION BETWEEN 10 PM AND 7 AM, PER THE CITY NOISE ORDINANCE. NOISE ORDINANCE APPLIES TO SUNDAYS AND HOLIDAYS. 4. ALL SANITARY AND STORM PIPING SYSTEMS SHALL BE VIDEO INSPECTED PRIOR TO SITE ACCEPTANCE. 5. A COPY OF THE VIDEO AND REPORT ARE TO BE PROVIDED TO THE CITY FOR REVIEW. 6. NO ON-SITE BURNING IS PERMITTED WITHIN THE CITY OF WINTER SPRINGS. 7.A MINIMUM OF 48 HOURS NOTICE IS REQUIRED PRIOR TO ALL INSPECTIONS. 8.THIS PARCEL'S SHARE OF THE ARBOR MITIGATION FEE WILL BE REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY. 1 1 2 53 REVISIONSNo.DATE BANK3/24/2021 149568016NEBKMAS NOTEDDD1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEBSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEBC-800CITY OF WINTER SPRINGS UTILITYDETAILS16" AB0VE PIPE W.S. DETAIL 6-9-00 BY DT City of Winter Springs 53 Section 9 City of Winter Springs 54 Section 9 City of Winter Springs 57 Section 9 POTABLE WATER SERVICE SINGLE 60 City of Winter Springs 65 Section 9 "DOWNSTREAM" LOT LINE AS REQUIRED "Y" BRANCH WITH SPUR 30° CURVE 6"X 4' DOUBLE WYE WITH 6" CLEAN OUT INSTALLED TO 3' ABOVE GROUND SURFACE SEWER MAIN SIZE VARIES Clean Out is to be placed at ground level after TV inspection & acceptance by the utility department. 3' MIN. GROUND LEVEL 6" MINIMUM NOTE: SEWER MAIN SIZE VARIES SERVICE CONNECTION DETAILS SHOWN IS FOR A DOUBLE PVC SERVICE A SINGLE WYE WOULD BE USED FOR A SINGLE SERVICE City of Winter Springs 62 Section 95' MAX3' MINCity of Winter Springs 61 Section 9 1 55 2 54 MBFPCO CO CO CO CO CO CO CO CO +/- 3,357 S.F. F.F.E 41.20 THRUONLYDRIVEUP ATMDO NOT ENTERTSOD (TYP.) SOD (TYP.) OVERALL DEVELOPMENT PROPERTY LINE (TYP.) MULCH (TYP.) 37 VO 8 IN IN 9 LV 24 LV 43 TM 20 IN 8 LV 73 TM 59 DA 6 PM 18 DA 16 TM 242 104 EB LV 33 12 IN HF 6 CA 3 27 DA 524 TM 3 CA 5 PM 3 CA HF 16 TM 147 LV 31 12 IN 14 IN 79 LV HF 35 VO 27 UA 7 LIGHT POLE (TYP.) LI 1 BIKE RACKS (TYP.) LIGHT POLE (TYP.) 60 EB 5 HF SOD (TYP.) TM 60 BUFFER A: 120 LF PER SEC. 20-601 STREETSCAPE REQUIREMENTS CANOPY TREES @ 15' O.C. MIN REQUIRED 9 TREES @ 20' O.C. PROVIDED LV 38 LV 174 TM 319 QV 9 STATE ROAD 434 SR 434 EDGE OF PAVEMENT TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL HEIGHT SPREAD TREE TYPE NATIVE LI 1 LAGERSTROEMIA INDICA ` TONTO`CRAPE MYRTLE POT 30 GAL 8 FT MIN 6 FT MIN AS SHOWN NO MULTI-STEM QV 9 QUERCUS VIRGINIANA SOUTHERN LIVE OAK FG 4" CAL MIN 12 FT MIN 8 FT MIN AS SHOWN YES UA 7 ULMUS ALATA WINGED ELM FG 3" CAL MIN 12 FT MIN 8 FT MIN AS SHOWN YES SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING NATIVE CA 9 CRINUM ASIATICUM SPIDER LILY POT 7 GAL 48 IN MIN 24 IN MIN DA 49 DURANTA REPENS `GOLD MOUND DURANTA`GOLD MOUND DURANTA POT 3 GAL 24 IN MIN 24 IN MIN HF 62 HAMELIA PATENS FIREBUSH POT 3 GAL 24 IN MIN 24 IN MIN IN 63 ILEX VOMITORIA `NANA`DWARF YAUPON HOLLY POT 3 GAL 24 IN MIN 24 IN MIN PM 23 PODOCARPUS MACROPHYLLUS YEW PODOCARPUS POT 7 GAL 48 IN MIN 18 IN MIN VO 64 VIBURNUM ODORATISSIMUM SWEET VIBURNUM POT 7 GAL 48 IN MIN 18 IN MIN GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING NATIVE EB 164 EVOLVULUS GLOMERATUS `BLUE DAZE`BRAZILIAN DWARF MORNING GLORY POT 1 GAL 6 IN MIN 6 IN MIN LV 495 LIRIOPE MUSCARI `VARIEGATA`VARIEGATED LILY TURF POT 1 GAL 12 IN MIN 12 IN MIN TM 1,371 TRACHELOSPERMUM ASIATICUM `MINIMA`MINIMA ASIAN JASMINE POT 1 GAL 6 IN MIN 6 IN MIN SOD CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING NATIVE PN 1,462 SF PASPALUM NOTATUM BAHIA GRASS SOD SOD PLANT SCHEDULE CHASE BANK TUSKAWILLA LANDSCAPE CALCULATIONS CITY OF WINTER SPRINGS, FLORIDA CODE REQUIRED PROPOSED INTERIOR PARKING LANDSCAPING SECTION 20-324.8.F 1 TREE / LANDSCAPE ISLAND 6 ISLANDS X 1 TREE = 6 TREES 7 TREES STREETSCAPE BUFFER SECTION 20-601 27' MIN STREETSCAPE AREA FOR PROPERTIES ALONG SR 434 AND TUSKAWILLA RD CANOPY TREES SPACED AT A MIN OF 15' O.C. 9 TREES SPACED 20' O.C. TO MATCH ADJACENT PROPERTY Know what's below. before you dig.Call R BANK7/7/2021 149568016JLDKFRAS NOTEDJLDSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEB2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEB3BUILDING REVISION AND RECLAIM PIPE ADDITION6/25/2021NEB4SIDEWALK AND LANDSCAPE REVISIONS7/07/2021NEBNORTHNOTES: 1.ALL PLANT SPECIFICATIONS IN THE PLANT SCHEDULE SHALL BE CONSIDERED THE MINIMUM ALLOWABLE SPECIFICATIONS. CONTRACTOR SHALL PROCURE PLANT MATERIALS AND UPSIZE AS NECESSARY TO MEET THE MOST STRINGENT SPECIFICATION. 2.LANDSCAPE ARCHITECT RESERVES THE RIGHT TO FIELD ADJUST ALL PLANT MATERIAL. 3.ALL QUANTITIES PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR SHALL CONFIRM ALL QUANTITIES PER PLAN PRIOR TO BIDDING AND CONSTRUCTION. 4.LANDSCAPING SHALL BE PLANTED IN SUCH A MANNER AS NOT TO IMPEDE THE ACCESS FOR MAINTENANCE AND STORM-WATER RUN-OFF FLOW TO OR IN A DITCH, SWALE, OR POND. 5.ANY TREES THAT OVERHANG THE PUBLIC RIGHT-OF-WAY/OR TREES WITHIN THE RIGHT-OF-WAY SHALL BE TRIMMED AND PRUNED TO MAINTAIN A MINIMUM VERTICAL CLEAR HEIGHT OF 8' FROM THE FINISHED GROUND SURFACE OF THE SIDEWALK TO THE BOTTOM OF THE CANOPY AND 16'-6" CLEAR HEIGHT ABOVE THE ROADWAY. MAINTENANCE, AT A MINIMUM, SHALL BE THE RESPONSIBILITY OF THE OWNER. 6.NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVEMENTS BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER. FOR PARKING STALLS WITHOUT WHEEL STOPS, LANDSCAPING MUST BE INSTALLED A MINIMUM OF THREE (3) FEET FROM THE BACK OF A CURB TO PREVENT DAMAGE FROM VEHICLES. L-100LANDSCAPE PLAN4 4 55 Know what's below. before you dig.Call R BANK7/7/2021 149568016JLDKFRAS NOTEDJLDSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEB2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEB3BUILDING REVISION AND RECLAIM PIPE ADDITION6/25/2021NEB4SIDEWALK AND LANDSCAPE REVISIONS7/07/2021NEBL-101LANDSCAPE NOTES1.SCOPE OF WORK 1.1.THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THESE PLANS. 1.2.WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER. 1.3.WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. 2.PROTECTION OF EXISTING AND PROPOSED SITE ELEMENTS 2.1.PROTECT ALL EXISTING SITE ITEMS, ALREADY COMPLETED OR ESTABLISHED AND DESIGNATED TO REMAIN FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER. 2.2.MAINTAIN ALL NECESSARY BMP DEVICES THROUGHOUT THE DURATION OF ALL CONSTRUCTION ACTIVITIES. 2.3.WHERE APPLICABLE, SUBMIT A DETAILED PROJECT SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN IN ACCORDANCE WITH THE APPROPRIATE REGULATORY AGENCY STANDARDS UNLESS THE WORK REQUIRES NOTHING MORE THAN A DIRECT APPLICATION OF FDOT STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION, INDEX 102-600. 2.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO CONSTRUCTION ACTIVITIES. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UTILITIES IS APPROXIMATE. THE OWNER AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR; REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA; LOCATING ALL UTILITIES PRIOR TO CONSTRUCTION; THE SAFETY AND PROTECTION THEREOF; REPAIRING ANY DAMAGE RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING WHEN ANY CONFLICT BETWEEN UTILITIES AND THESE PLANS EXIST PRIOR TO PLANTING. 2.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO PLANT MATERIAL EXISTING OR OTHERWISE. THIS SHALL INCLUDE COMPACTION AND SPILLING OF ANY DELETERIOUS MATERIALS WITHIN THE DRIP-LINE OF EXISTING TREES TO REMAIN. PLANT MATERIAL KILLED OR DAMAGED THAT IS MISSHAPEN AND/OR UNSIGHTLY SHALL BE REPLACED WITH LIKE SIZE AND KIND TO THE SATISFACTION OF THE OWNER OR REGULATORY AGENCY AT THE COST TO THE CONTRACTOR. 2.6.SEE TREE MITIGATION PLAN AND NOTES, IF APPLICABLE. 3.SUBMITTALS 3.1.SUBMIT MATERIAL SAMPLES LISTED BELOW FOR APPROVAL, ON SITE OR AS DETERMINED BY THE OWNER. UPON APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE. MATERIAL SAMPLE SIZE MULCH ONE (1) GALLON PLASTIC BAG SOIL MIXTURE ONE (1) GALLON PLASTIC BAG PLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY) 3.2.SUBMIT TESTING RESULTS OF SOIL MIXTURE AS PER SECTION 6 BELOW. 4.PLANT MATERIALS 4.1.ALL PLANT MATERIAL SHALL CONFORM TO THE SPECIFICATIONS INDICATED ON THE DRAWINGS AND SHALL BE IN ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. ALL PLANTS SHALL BE FLORIDA GRADE NO. 1 OR BETTER AS DETERMINED BY THE FLORIDA DIVISION OF PLANT INDUSTRY. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE LANDSCAPE ARCHITECT AND OWNER. 4.2.ALL TREE SPECIES INSTALLED SHALL BE MATCHED IN SIZE AND SHAPE UNLESS NOTED OTHERWISE. 4.3.PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, UPON DELIVERY TO THE SITE, DURING PROGRESS OF THE WORK AND/OR AFTER COMPLETION. REJECTED PLANTS SHALL BE REMOVED AND REPLACED IMMEDIATELY. 5.DIGGING AND HANDLING 5.1.PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND FREEZING, AS NECESSARY UNTIL PLANTING. NO PLANT MATERIAL SHALL BE HANDLED BY STEMS. 6.SOIL MIXTURE (PLANTING MEDIUM, PLANTING MIX, TOPSOIL MIX) 6.1.TEST EXISTING SOIL AND AMEND AS NECESSARY IN ACCORDANCE WITH THE GUIDELINES BELOW: 6.2.SOIL MIXTURE (PLANTING MEDIUM FOR PLANT PITS) SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONE PART SAND, AS DESCRIBED BELOW. SUBMIT SAMPLES AND PH TESTING RESULTS OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO PLANT INSTALLATION OPERATIONS COMMENCE. 6.3.TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT PITS SHALL BE FERTILE, FRIABLE, AND OF A LOAMY CHARACTER; REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHER LITTER; FREE OF ROOTS, STUMPS, STONES LARGER THAN 2" IN ANY DIRECTION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT DECOMPOSED ORGANIC MATTER AND HAVE A PH BETWEEN 5.5 AND 7.0. 6.4.SAND SHALL BE COARSE, CLEAN, WELL-DRAINING, NATIVE SAND. 6.5.PLANT TREES IN THE EXISTING NATIVE SOIL ON SITE, UNLESS DETERMINED TO BE UNSUITABLE - AT WHICH POINT THE CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE TO DISCUSS ALTERNATE RECOMMENDATION PRIOR TO PLANTING. 6.6 TREES PLANTED IN TREE WELLS SHALL RECEIVE STRUCTURAL URBAN SOIL. MIX SHALL BE : 50% SAND, 20% PERLITE, 20% PINES FINES AND 10% ORGANIC SOIL. 7.WATER 7.1.PROVIDE WATER NECESSARY FOR PLANTING ESTABLISHMENT AND MAINTENANCE. WATER SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN ADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. 7.2.WATERING/IRRIGATION RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. 8.FERTILIZER 8.1.PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION TYPE, AND SITE'S PROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE NATURALLY-DERIVED. 8.2.FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. 9.MULCH 9.1.MOISTEN MULCH MATERIAL AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED AT A MINIMUM DEPTH OF THREE (3) INCHES. CONTRACTOR SHALL CLEAR MULCH FROM WITHIN A SIX (6) INCH RADIUS AROUND TRUNK / STEM FLARE. MULCH SHALL BE "FLORIMULCH", EUCALYPTUS MULCH, OR SIMILAR SUSTAINABLY HARVESTED MULCH UNLESS SPECIFIED OTHERWISE. 9.2.PROVIDE A THREE (3) INCH MINIMUM LAYER OF SPECIFIED MULCH OVER THE ENTIRE AREA OF EACH PLANTING BED AND TREE RING (SIX (6) FOOT DIAMETER MINIMUM). 10.CONTAINER GROWN STOCK 10.1.CONTAINER GROWN PLANTS SHALL HAVE BEEN GROWN IN IT'S CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. 10.2.INSUFFICIENT OR POORLY STRUCTURED ROOT SYSTEMS ARE NOT ACCEPTABLE AND WILL BE REJECTED. 10.3.ROOTS PLUS GROWER (RPG) PRODUCTS SHALL BE USED WHERE SPECIFIED. 11.MATERIALS LIST 11.1.ALL QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR SHALL CONFIRM ALL QUANTITIES PER PLAN PRIOR TO BIDDING AND CONSTRUCTION. 12.FINE GRADING 12.1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING WHICH CONSISTS OF FINAL FINISHED GRADING (INCLUDING ADDITIONAL SOIL MIXTURE AS NEEDED) FOR LAWN AND PLANTING AREAS THAT HAVE BEEN ROUGH GRADED BY OTHERS. FINISH GRADE SHALL ACCOUNT FOR THICKNESS OF SOD AND/OR MULCH DEPTH. 12.2.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO SURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. REFER TO CIVIL ENGINEER'S PLANS FOR FINAL GRADES, IF APPLICABLE. 13.PLANTING PROCEDURES 13.1.CLEAN WORK AND SURROUNDING AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER DAILY. REMOVE ALL MORTAR, CEMENT, AND TOXIC MATERIAL FROM THE SURFACE OF ALL PLANT BEDS. DO NOT MIX THESE MATERIALS WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS BENEATH THE SOIL WHICH WILL IN ANY WAY ADVERSELY AFFECT THE PLANT GROWTH, IMMEDIATELY CALL IT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 13.2.LOCATE, MAINTAIN AND PROTECT ALL UTILITIES ABOVE AND BELOW GROUND. CALL SUNSHINE STATE ONE CALL OF FLORIDA, INC. (811) TO LOCATE UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 13.3.NOTIFY LANDSCAPE ARCHITECT IN WRITING IMMEDIATELY IF CONFLICT(S) EXIST WITH PROPOSED TREE LOCATIONS AND EXISTING OVERHEAD POWER LINES IN ACCORDANCE WITH SETBACK REQUIREMENTS OF FPL'S “RIGHT TREE, RIGHT PLACE" PROGRAM. CONSULT THE UNIVERSITY OF FLORIDA'S “TREES AND POWER LINE” WEBSITE FOR TREE SIZE CATEGORIES. 13.4.NOTIFY LANDSCAPE ARCHITECT IN WRITING IMMEDIATELY IF CONFLICT(S) EXIST WITH PROPOSED TREE LOCATIONS AND EXISTING / PROPOSED LIGHT POLES. TREES INSTALLED IN CONFLICT WITH LIGHT POLES ARE SUBJECT TO RELOCATION AT THE EXPENSE OF THE CONTRACTOR. 13.5.REMOVE ALL EXISTING AND IMPORTED DELETERIOUS MATERIAL AND SUB-BASE FROM ALL LANDSCAPE PLANTING AREAS TO A MINIMUM DEPTH OF 36" OR TO NATIVE SOIL. CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISHED GRADE AS NEEDED WITH CLEAN SOIL MIXTURE. 13.6.FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL APPLICABLE REQUIREMENTS. COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. 13.7.EXCAVATE ALL PLANTING PITS IN ACCORDANCE WITH LANDSCAPE DETAILS PROVIDED. TEST ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. IF POOR DRAINAGE EXISTS, NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IN WRITING. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER DRAINAGE. CONTRACTOR SHALL ENSURE ELIMINATION OF ALL AIR POCKETS AROUND ROOTS. 13.8.SET TREES AND SHRUBS STRAIGHT AT AN ELEVATION THAT, AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. PLANTING SOIL MIXTURE SHALL BE BACK FILLED, THOROUGHLY TAMPED AROUND THE BALL, AND SETTLED BY WATER (AFTER TAMPING). 13.9.DO NOT COVER TOP OF BALL WITH SOIL MIXTURE. ALL BURLAP, ROPE, WIRES, BASKETS, ETC., SHALL BE REMOVED FROM UPPER ONE THIRD (1/3) OF ROOT BALLS. 13.10.ALL SUCKER GROWTH AND BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT IN ACCORDANCE WITH ANSI A-300. 13.11.SHRUBS AND GROUND COVER PLANTS SHALL BE SPACED IN ACCORDANCE WITH THE DRAWINGS, LANDSCAPE DETAILS AND AS INDICATED ON THE PLANT LIST. 13.12.TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN A PLUMB AND UPRIGHT POSITION. 13.13.FAILURE TO FOLLOW THE ABOVE PLANTING PROCEDURE SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE CONTRACTOR. 14.LAWN SODDING 14.1.THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING NECESSARY TO PRODUCE A TURF GRASS LAWN ACCEPTABLE TO THE OWNER. 14.2.ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS TO A MINIMUM DEPTH OF THREE (3) INCHES. PROVIDE ONE (1) INCH OF TOPSOIL ACROSS ENTIRE LAWN BED AND MIX THROUGHLY INTO TOP FOUR (4) INCHES OF SOIL TO BRING THE GROUND TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE-HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED WITH ADDITIONAL TOPSOIL AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH TO THE REQUIRED GRADE. 14.3.HAND RAKE LAWN BED UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY. 14.4.SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. 14.5.THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. 14.6.SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. 14.7.IMMEDIATELY FOLLOWING SOD LAYING, ROLL LAWN AREAS WITH A LAWN ROLLER AND THEN THOROUGHLY IRRIGATED. 14.8.IF, IN THE OPINION OF THE OWNER, TOP-DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY. 14.9.DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY EXCESSIVE HEAT AND MOISTURE. 14.10.WITHIN THE CONTRACT LIMITS, PRODUCE AND MAINTAIN A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE-SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDING REGRADING IF NECESSARY). 15.CLEANUP 15.1.UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S REPRESENTATIVE. 16.PLANT MATERIAL MAINTENANCE 16.1.ALL PLANT MATERIAL SHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, AND ALL OTHER OPERATIONS (SUCH AS RE-STAKING OR REPAIRING GUY SUPPORTS) AS NECESSARY TO INSURE HEALTHY AND VIGOROUS GROWING CONDITIONS BY THE CONTRACTOR UPON DELIVERING TO THE SITE AND UNTIL FINAL ACCEPTANCE OF WORK. 17.FINAL INSPECTION AND ACCEPTANCE OF WORK 17.1.ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE-EMERGENT HERBICIDE PER MANUFACTURER RECOMMENDATIONS. (AS ALLOWED BY JURISDICTIONAL AUTHORITY) 17.2.PROVIDE WATERING/IRRIGATION SCHEDULE FOR ALL PLANT MATERIAL TO OWNER. OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS SET FORTH BY THE PROPERTY'S JURISDICTIONAL AUTHORITY. 17.3.UPON COMPLETION OF ALL WORK, A FINAL INSPECTION SHALL BE PERFORMED BY THE OWNER AND/OR OWNER'S REPRESENTATIVE. ALL PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT SHALL BE INSPECTED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY ITEMS FOUND TO NOT BE IN COMPLIANCE SHALL BE CORRECTED AT THE COST OF THE CONTRACTOR. 18.WARRANTY 18.1.THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED BY THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION AND ACCEPTANCE OF THE WORK BY THE OWNER AND/OR OWNER'S REPRESENTATIVE. 18.2.ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION THROUGHOUT THE WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND MULCHED AS SPECIFIED AT NO ADDITIONAL COST TO THE OWNER. ANY REPLACED PLANT MATERIAL SHALL BE SUBJECT TO A NEW ONE (1) YEAR WARRANTY. 18.3.IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE AND IRRIGATION MAINTENANCE, THE CONTRACTOR SHOULD VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE (1) YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER. CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. 19.ABBREVIATIONS B&B -BALLED AND BURLAPPED BR -BARE ROOT CAL - CALIPER CT -CLEAR TRUNK DBH - DIAMETER AT BREAST HEIGHT FG -FIELD GROWN FTG -FULL TO GROUND GW -GREY WOOD HO -HARDENED OFF OA -OVERALL HEIGHT RPG -ROOTS PLUS GROWER LANDSCAPE SPECIFICATIONS 56 Know what's below. before you dig.Call R BANK7/7/2021 149568016JLDKFRAS NOTEDJLDSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEB2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEB3BUILDING REVISION AND RECLAIM PIPE ADDITION6/25/2021NEB4SIDEWALK AND LANDSCAPE REVISIONS7/07/2021NEB1.BASE OF TREE SHALL BE PLANTED SLIGHTLY ABOVE (1" MIN.) ADJACENT FINISH GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP 1/3 OF ROOT BALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. 2.4" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. 3.DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOT BALL-ROUGHEN SIDES OF TREE PIT. 4.3" HIGH SOIL BERM TO HOLD WATER. 5.TOPSOIL MIX BACKFILL. 6.TREE WRAP. 7.4" MIN. OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 8.ROOT BALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOT BALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 9.UNDISTURBED SUBSOIL. 10.PREPARE PLANTING SOIL AS SPECIFIED. 11.Tree Frog® RBK40pt FOR UP TO 4" TREE CALIPER OR Tree Frog® RBK60pt FOR GREATER THAN 4" AND UP TO 6" TREE CALIPER. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. PLAN SECTION NOTES: A.FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B.SET TREE AT ORIGINAL DEPTH. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C.SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D.PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT E.ASSURE PERCOLATION OF ALL PLANTING PITSOVERALL HEIGHT (O.H.)CLEAR TRUNK (C.T.)HEIGHT12" TYP. 1 2 3 4 5 8 9 10 117 6 TREE STAKING MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK MULTI-TRUNK TREE PLANTING SECTION/PLAN NTS 8 L1.50 L-102LANDSCAPE DETAILSTREE PLANTING SECTION / PLAN PLAN SECTION MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM NOTES: A.FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B.REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C.PRUNE ALL TREES IN ACCORDANCE WITH ANSI A-300. 1 2 4 3 6 7 8 9 10 5 3X ROOTBALL WIDTH MIN.6"TRUNK/ROOT BALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT. 1 6" DIA. CLEAR OF MULCH AT TRUNK FLARE.2 3" MINIMUM MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES SHALL BE 6' DIAMETER (MIN.) OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 3 4" HIGH BERM, FIRMLY COMPACTED.4 ANCHOR SYSTEM INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 5 FINISHED GRADE. (SEE GRADING PLAN)6 TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. 7 PREPARED PLANTING SOIL AS SPECIFIED.8 TOP OF ROOTBALL SHALL BE 1" ABOVE FINISHED GRADE. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 24" IN DIAMETER MAY SIT ON COMPACTED EARTH. 9 UNDISTURBED NATIVE SOIL.10 11 11 SCARIFY BOTTOM AND SIDES OF PLANTING PIT. 1 L-102 P-CH-CBT-01 MAINTAIN 12" DEAD ZONE AT BED EDGE. REFER TO PLANT SCHEDULE FOR SPACING. BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. X X NOTES: A.CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B.WHEN SHRUBS ARE PRUNED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM MASS / HEIGHT. C.ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNERS REPRESENTATIVE.4"TYP.4" TYP. 3X ROOT BALL WIDTH MINIMUM 1 3 4 10 'X' 5 88 6 7 6 7 9 2 SHRUB/GROUNDCOVER PLANTING SECTION / PLAN NTS PLAN SECTION TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 1 PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT. 2 3" MULCH LAYER AS SPECIFIED. 3 EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 4 FINISHED GRADE (SEE GRADING PLAN). 5 PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES) NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES, ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 6 SCARIFY OF PLANTING PIT SIDES AND BOTTOM. 7 4" HIGH BERM FIRMLY COMPACTED. 8 UNDISTURBED NATIVE SOIL.9 FERTILIZER TABLETS (MAX 3" DEEP) 10 P-CH-CBT-03 2 L-102 NTS NOTES: A.EXCAVATE A CONTINUOUS 24" DEEP PIT (FROM TOP OF CURB / HARDSCAPE) FOR ENTIRE LENGTH AND WIDTH OF ISLAND / PLANTER AND BACKFILL WITH APPROVED PLANTING MIX. SEE GENERAL LANDSCAPE NOTES. B.PROTECT AND RETAIN ALL BASE MATERIAL, AND COMPACTED SUBGRADE BELOW CURBS AND HARDSCAPE FOR STRUCTURAL SUPPORT OF CURB / HARDSCAPE (TYP). C.ALL ISLANDS / PLANTERS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATION RATES ARE 2" PER HOUR OR LESS. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING PLANTING PITS TO ENSURE ADEQUATE DRAINAGE. SEE NOTE 2 4 PLANTED PARKING LOT ISLANDS/MEDIANS SECTION ALL ISLANDS AND LANDSCAPE AREAS SHALL BE FINE GRADED AND SLOPED TO DRAIN. REFER TO GRADING PLANS. 2 CLEAR ZONE: 36" MIN. FROM BACK OF CURB / HARDSCAPE AREA TO CENTER OF NEAREST SHRUB. CLEAR ZONE SHALL CONTAIN 3" CONTINUOUS MULCH, GROUNDCOVER, OR TURF. SEE LANDSCAPE PLANS. 3 2" MAX VERTICAL CLEARANCE, TOP OF CURB / HARDSCAPE TO TOP OF MULCH.4 24"ADJACENT HARDSCAPE, CONDITION MAY VARY 5 3 1 24" DEEP APPROVED PLANTING MIX. SEE NOTES A-C.1 3" MIN MULCH AS SPECIFIED, REFER TO GENERAL LANDSCAPE NOTES.5 KEEP MULCH CLEAR AT TRUNKS 3 L-102 P-CH-CBT-04 NTS NOTES: 1.CLEAR ZONE: 36" MIN. FROM BUILDING TO CENTER OF NEAREST SHRUB. 2.INSTALL SPECIFIED MULCH: 24" MIN. FROM BUILDING. SPECIFIED MULCH TO BE INSTALLED AT A DEPTH OF 3" (MIN.) PLANTINGS ADJACENT TO BUILDINGS SECTION 24" MIN. CLEAR MIN. 1/2 MATURE SHRUB WIDTH BUILDING SPECIFIED MULCH 24" WIDE MULCH BED, 3" DEEP 4 L-102 P-CH-CBT-06 NTS 2'-0" MIN. CLR. MIN. 1/2 MATURE SHRUB WIDTH 1 2 PARKING SPACE/CURB PLANTING SECTION INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN. MULCH SHALL BE MIN. 3" DEEP. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24" OF A PARKING SPACE ON ANY SIDE. 1 CURB / PARKING LOT EDGE.2 5 L-102 P-CH-CBT-07 NTS4'-0"7'-6"7'-6"7'-6" 7'-6" MIN. 1 2 MATURE SHRUB WIDTH MIN. 15' CLEAR MIN. 1 2 MATURE SHRUB WIDTH FIRE HYDRANT 1 2 3 SHRUB PLANTING AT FIRE HYDRANT SECTION / PLAN PLAN SECTION FIRE HYDRANT.1 NO PLANT EXCEEDING 12" MATURE HEIGHT MATERIAL SHALL BE PLACED WITHIN SHOWN RADIUS OF ALL PROPOSED OR EXISTING FIRE HYDRANTS. CONTRACTOR SHALL ADJUST PLANT MATERIAL SO THAT NO CONFLICTS WITH FIRE HYDRANTS OCCUR ON SITE. 2 FRONT OF HYDRANT (TOWARD CURB) 3 6 L-102 P-CH-CBT-08 NTS +H.P. LIMITS OF PLANTING PIT NOTES: A.THIS DETAIL SHALL BE IMPLEMENTED WHERE PERCOLATION RATES ARE 2" PER HOUR OR LESS. B.CONTRACTOR TO PERFORM PERCOLATION TEST AS REQUIRED. AND NOTIFY OWNER/LANDSCAPE ARCHITECT. C.SEE TYPICAL TREE PLANTING DETAIL THIS SHEET FOR PLANT STAKING. 3X ROOTBALL DIAMETER VARIES1 2 3 4 5 6 7 8 5 6 9 POOR DRAINAGE CONDITION SECTION / PLAN PLAN SECTION FINISH GRADE (SEE GRADING PLANS).1 BACKFILL WITH PREPARED PLANTING SOIL MIX AS SPECIFIED. 2 FILTER CLOTH, MIRAFI 500X OR BETTER.3 SLOPE BOTTOM TO DRAIN.4 AUGURED HOLE Ø ±18" PENETRATE THROUGH OCCLUDING LAYER TO WATER TABLE OR TO A DEPTH OF 7' TO ASSURE PROPER PERCOLATION. 5 BACKFILL WITH 1/2" - 3/4" GRAVEL TO REQUIRED DEPTH THROUGH OCCLUDING LAYER TO ASSURE PROPER PERCOLATION. 6 WATER TABLE. (DEPTH VARIES)7 UNDISTURBED NATIVE SOIL.8 SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOT BALL IS 1" ABOVE FINISHED GRADE. 9 ROOTBALL TRUNK 7 L-102 P-CH-CBT-09 57 +/- 3,357 S.F. F.F.E 41.20 THRUONLYDRIVEUP ATMDO NOT ENTERTMBFPCO CO CO CO CO CO CO CO CO MBF RSC 1" METER, BACKFLOW PREVENTER, AND FLOW SENSOR LOCATIONS SHOWN SCHEMATICALLY. CONTRACTOR TO VERIFY AND COORDINATE FINAL LOCATION WITH OWNER. APPROXIMATE LOCATION OF MAINLINE PIPING (TYP.) APPROXIMATE LOCATION OF PIPE SLEEVING (TYP.) DRIPLINE (TYP.) 0.50 GPM BUBBLER (TYP.) CONTROLLER AND RAIN SENSOR LOCATIONS SHOWN SCHEMATICALLY. CONTRACTOR TO VERIFY AND COORDINATE FINAL LOCATION WITH OWNER. OVERALL DEVELOPMENT PROPERTY LINE (TYP.) LIGHT POLE (TYP.) SYMBOL DESCRIPTION QTY GPM SHRUB DRIPLINE 0.9 GPH @ 12" O.C. (3.5 L/H @ 0,3M) 5,907 S.F.88 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI BUBBLER 10 34 15 FLOOD BUBBLER, 1/2" FIPT. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY BACKFLOW PREVENTER 1"1 REDUCED PRESSURE PRINCIPLE ASSEMBLY. SIZES 1/2", 3/4", 1", 1-1/4", 1-1/2", 2". CONTROLLER 1 12 STATION OUTDOOR MODULAR CONTROLLER. NO MODULE REQUIRED. HIGH-END COMMERCIAL USE. METAL PEDESTAL. RAIN SENSOR 1 BUILDING MOUNT FLOW SENSOR 1 FLOW SENSOR SOV WITH INTERFACE PANEL, 1" SCHEDULE 40 SENSOR BODY, 24 VAC, 2 AMP, INSTALL INTERFACE PANEL AS REQUIRED. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 12.1 L.F. PVC CLASS 200 IRRIGATION PIPE. PIPE SLEEVE: PVC SCHEDULE 40 113.9 L.F. TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING FOR CONSTRUCTION. 25 50 10 20 BF C RS #" # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION SCHEDULE Know what's below. before you dig.Call R BANK7/7/2021 149568016JLDKFRAS NOTEDJLDSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEB2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEB3BUILDING REVISION AND RECLAIM PIPE ADDITION6/25/2021NEB4SIDEWALK AND LANDSCAPE REVISIONS7/07/2021NEBNORTHI-100IRRIGATION PLAN4 4 58 Know what's below. before you dig.Call R BANK7/7/2021 149568016JLDKFRAS NOTEDJLDSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEB2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEB3BUILDING REVISION AND RECLAIM PIPE ADDITION6/25/2021NEB4SIDEWALK AND LANDSCAPE REVISIONS7/07/2021NEBIRRIGATION NOTESI-101 1.SCOPE OF WORK 1.1.THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THESE PLANS. 1.2.INSTALL THE IRRIGATION SYSTEM TO PROVIDE 100% UNIFORM COVERAGE INCLUDING ANY CHANGES MADE IN THE LAYOUT DUE TO FIELD CONDITIONS. ALL FIELD CHANGES SHALL BE IN ACCORDANCE WITH THESE PLANS. ANY SYSTEMS THAT REQUIRE FIELD ADJUSTMENT TO PROVIDE FULL AND UNIFORM COVERAGE SHALL BE MADE PRIOR TO FINAL ACCEPTANCE AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST. 1.3.SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF OPERATIONS ON-SITE. SEND COPIES OF THE PERMIT(S) TO THE OWNER'S REPRESENTATIVE. FOR WORK LOCATED IN THE R.O.W., CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE AGENCY HAVING JURISDICTION. 1.4.WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. 2.PROTECTION OF EXISTING AND PROPOSED SITE ELEMENTS 2.1.ALL EXISTING SITE ITEMS, ALREADY COMPLETED OR ESTABLISHED AND DESIGNATED TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER. 2.2.MAINTAIN ALL NECESSARY BMP DEVICES THROUGHOUT THE DURATION OF ALL CONSTRUCTION ACTIVITIES. 2.3.WHERE APPLICABLE, SUBMIT A DETAILED PROJECT SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN IN ACCORDANCE WITH THE APPROPRIATE REGULATORY AGENCY STANDARDS UNLESS THE WORK REQUIRES NOTHING MORE THAN A DIRECT APPLICATION OF FDOT STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION, INDEX 102-600. 2.4.LOCATE ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO CONSTRUCTION ACTIVITIES. THE INFORMATION AND DATA SHOWN WITH RESPECT TO UTILITIES IS APPROXIMATE. THE OWNER AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR; REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA; LOCATING ALL UTILITIES PRIOR TO CONSTRUCTION; THE SAFETY AND PROTECTION THEREOF; AND REPAIRING ANY DAMAGE RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING WHEN ANY CONFLICT BETWEEN UTILITIES AND THESE PLANS EXIST PRIOR TO INSTALLATION. 3.SUBMITTALS 3.1.SUBMIT FULL AND COMPLETE SHOP DRAWINGS OF ALL IRRIGATION EQUIPMENT AS SHOWN ON THESE PLANS TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. 3.2.SUBMIT PRODUCT DATA SHEETS FOR ALL IRRIGATION EQUIPMENT TO BE INSTALLED TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. THE IRRIGATION SYSTEM, AS SHOWN ON THESE PLANS, HAS BEEN DESIGNED AND CALCULATED WITH THE EQUIPMENT AS SPECIFIED. SUBMIT ANY REQUEST FOR PRODUCT SUBSTITUTION(S) IN WRITING. IF APPROVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY MODIFICATION(S) AS A RESULT OF PRODUCT SUBSTITUTIONS TO THE IRRIGATION SYSTEM IN THE SHOP DRAWINGS TO MEET THE DESIGN INTENT OF THESE PLANS. 4.EQUIPMENT LIST 4.1.ALL QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. CONFIRM ALL QUANTITIES PER PLAN PRIOR TO BIDDING AND CONSTRUCTION. 5.POINT OF CONNECTION 5.1.FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING STATIC PSI AND GPM AVAILABLE PRIOR TO CONSTRUCTION. NOTIFY OWNER'S REPRESENTATIVE IN WRITING IF DISCREPANCIES BETWEEN THE FLOW AND PRESSURE AS LISTED IN THE CRITICAL ANALYSIS AND THE FIELD CONDITIONS EXIST. 5.2.COORDINATE INSTALLATION OF ANY METERS AND BACKFLOW ASSEMBLIES WITH THE AGENCY HAVING JURISDICTION AND OWNER'S REPRESENTATIVE. 6.MAINLINE INSTALLATION 6.1.INSTALL ALL MAINLINES AND LATERALS UNDER PAVEMENT WITHIN SLEEVES. WHERE VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES, CONTAIN WIRES WITHIN A SEPARATE, SMALLER CONDUIT. 6.2.INSTALL COLOR CODED METAL DETECTABLE MARKING TAPE WHICH CLEARLY NOTES: "CAUTION: IRRIGATION LINE BURIED BELOW" ABOVE THE FULL LENGTH OF THE IRRIGATION MAINLINE. 6.3.WHERE MAINLINE RUNS PARALLEL TO PAVEMENT OR CURBING, OFFSET THE MAINLINE 24" FROM THE EDGE OF PAVEMENT OR CURB. 6.4.PERFORM HYDROSTATIC PRESSURE TESTING AS FOLLOWS: 6.4.1.AFTER FLUSHING, AND THE INSTALLATION OF VALVES CONDUCT THE FOLLOWING TESTS IN THE SEQUENCE LISTED BELOW. FURNISH ALL EQUIPMENT; MATERIALS AND LABOR NECESSARY TO PERFORM THE TESTS. CONDUCT ALL TESTS IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. NOTIFY THE OWNER'S REPRESENTATIVE FORTY-EIGHT (48) HOURS IN ADVANCE OF TESTING. 6.4.2.PERFORM WATER PRESSURE TESTS ON ALL PRESSURE MAIN LINES BEFORE ANY COUPLINGS, FITTINGS, VALVES AND THE LIKE ARE CONCEALED. 6.4.3.IMMEDIATELY PRIOR TO TESTING, PURGE ALL IRRIGATION LINES OF ALL ENTRAPPED AIR OR DEBRIS BY ADJUSTING CONTROL VALVES AND INSTALLING TEMPORARY CAPS FORCING WATER AND DEBRIS TO BE DISCHARGED FROM A SINGLE OUTLET. 6.4.4.TEST ALL PRESSURE MAIN LINE AT 150 PSI FOR A MINIMUM OF FOUR (4) HOURS WITH AN ALLOWABLE LOSS OF 5 PSI. PRESSURE AND GAUGES SHALL BE READ IN PSI, AND CALIBRATED SUCH THAT ACCURATE DETERMINATION OF POTENTIAL PRESSURE LOSS CAN BE ASCERTAINED. 6.4.5.RE-TEST AS REQUIRED UNTIL THE SYSTEM MEETS THE REQUIREMENTS. REPAIR ANY LEAKS, WHICH OCCUR DURING TEST PERIOD, IMMEDIATELY FOLLOWING THE TEST. 6.4.6.PROVIDE DOCUMENTATION STATING THE WEATHER CONDITIONS, DATE, THE START TIME AND INITIAL WATER PRESSURE READINGS, THE FINISH TIME AND FINAL WATER PRESSURE READINGS AND THE TYPE OF EQUIPMENT USED TO PERFORM THE TEST. THE DOCUMENTATION MUST BE SIGNED BY A WITNESS ACCEPTABLE TO THE OWNER, VERIFYING ALL OF THE ABOVE-MENTIONED CONDITIONS. 6.4.7.SUBMIT A WRITTEN REPORT OF THE PRESSURE TESTING RESULTS WITH THE OTHER ABOVE REQUIRED INFORMATION TO THE OWNER'S REPRESENTATIVE FOR APPROVAL. 7.IRRIGATION VALVES AND WIRING 7.1.LOCATE ALL VALVES, SPLICES WITHIN CONTROL LINES, QUICK COUPLERS, AND HOSE BIBBS WITHIN VALVE BOXES. PROVIDE PURPLE VALVE BOX LIDS FOR SYSTEMS UTILIZING A NON-POTABLE WATER SOURCE. 7.2.NUMBER THE TOP OF ALL VALVE BOX LIDS WITH MINIMUM 1" HEIGHT BLACK LETTERS TO CORRESPOND TO THE VALVE DESIGNATIONS. 7.3.WHEN POSSIBLE, LOCATE ALL VALVES IN PLANTING BEDS A MINIMUM OF 24" FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 7.4.SEPARATE IRRIGATION ZONES FOR HIGH AND LOW WATER USE REQUIREMENTS AND OPERATED ON DIFFERENT WATERING CYCLES. AT NO TIME SHALL MULTIPLE IRRIGATION HEAD TYPES BE LOCATED ON THE SAME VALVE UNLESS NOTED OTHERWISE. 7.5.INSTALL ALL DRIP ZONES WITH A FLUSH VALVE AND AIR RELIEF VALVE. IN THE EVENT THAT A DRIP ZONE HAS MORE THAN ONE HIGH OR LOW POINT, MORE THAN ONE AIR RELIEF VALVE OR FLUSH VALVE WILL BE REQUIRED FOR THAT ZONE. 7.6.FOLLOW MANUFACTURER'S SPECIFICATIONS FOR ALL WIRING FOR CONNECTION OF THE VALVES TO THE CONTROLLER. ALL WIRE RUNS SHALL BE CONTINUOUS WITH SPLICING OCCURRING IN VALVE BOXES ONLY. WIRE CONNECTIONS SHALL BE MADE USING DBR/Y-6 CONNECTIONS OR APPROVED EQUAL. 7.7.INSTALL VALVE CONTROL WIRING IN THE SAME TRENCH AS THE MAINLINE WHERE PRACTICAL. 7.8.FOR NON TWO-WIRE SYSTEMS, RUN TWO (2) SPARE VALVE CONTROL WIRES FROM THE CONTROLLER ALONG THE ENTIRE MAINLINE TO LAST REMOTE CONTROLLED VALVE ON EACH AND EVERY LEG OF MAINLINE. 8.PIPES AND SLEEVING 8.1.DO NOT INSTALL IRRIGATION SYSTEM THROUGH PRESERVED PLANT COMMUNITIES, DRIPLINE OF EXISTING TREES, OR WITHIN WETLANDS UNLESS SPECIFICALLY NOTED OTHERWISE. 8.2.LOCATE ALL IRRIGATION LINES WITHIN LANDSCAPED AREAS WHENEVER POSSIBLE. ALL LINES UNDER PAVEMENT MUST BE SLEEVED. 8.3.SIZE ALL PIPE SLEEVES TWO PIPE SIZES GREATER THAN THE PIPE / CUMULATIVE SUM OF THE PIPES IT CARRIES. 8.4.SLEEVES UNDER EXISTING PAVEMENT MUST BE DIRECTIONAL BORE UNLESS APPROVED BY OWNER IN WRITING. 8.5.SOLVENT CEMENTS SHALL COMPLY WITH ASTM D2564. 9.CONTROLLER AND SENSORS 9.1.COORDINATE WITH OWNER'S REPRESENTATIVE FOR FINAL CONTROLLER AND RAIN SENSOR LOCATIONS. THE CONTROLLER SHALL BE PLACED IN A LOCKING CABINET APPROPRIATE FOR ITS LOCATION. (INDOOR VS. OUTDOOR USE) 9.2.LOCATE THE AUTOMATIC RAIN SENSOR SHUTOFF DEVICE IN AN AREA THAT IS UNOBSTRUCTED BY TREES, ROOF OVERHANGS, OR ANY OTHER OVERHEAD OBJECT. THE SENSOR SHALL NOT BE PLACED WITHIN THE SPRAY ZONE OF ANY SPRINKLER HEAD, INCLUDING OFF-SITE IRRIGATION. CONTRACTOR SHALL LOCATE SENSOR WITHIN CLOSE PROXIMITY TO THE IRRIGATION CONTROLLER. 10.CLEANUP 10.1.UPON COMPLETION OF ALL WORK AND BEFORE FINAL ACCEPTANCE, REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S REPRESENTATIVE. 11.AS-BUILT IRRIGATION PLANS 11.1.PROVIDE "AS-BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER'S REPRESENTATIVE PRIOR TO FINAL ACCEPTANCE OF WORK. INCLUDE THE FOLLOWING ON THE AS-BUILT DRAWINGS AT A MINIMUM: - CONTROLLER LOCATION - CONNECTION ASSEMBLY - MAINLINE ROUTING - PIPE SLEEVING - VALVE(S) - COLORIZED ZONING DIAGRAM 11.2.LOCATE ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR WHETHER INSTALLED BY THE IRRIGATION CONTRACTOR OR NOT ON THE "AS-BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF THE SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS-BUILT" DRAWINGS. 12.FINAL INSPECTION AND ACCEPTANCE OF WORK 12.1.MINIMIZE IRRIGATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS THROUGH FIELD ADJUSTMENTS TO INDIVIDUAL HEADS. 12.2.PROGRAM CONTROLLER TO IRRIGATE ALL ZONES WITHIN APPLICABLE WATERING WINDOWS AND PROVIDE WATERING SCHEDULE TO OWNER'S REPRESENTATIVE. 12.3.EQUIPMENT TO BE FURNISHED TO OWNER PRIOR TO ACCEPTANCE OF WORK: - TWO (2) SETS OF KEYS FOR EACH AUTOMATIC CONTROLLER. - TWO (2) 48 INCH TEE WRENCHES FOR OPERATING GATE VALVES (WHEN INSTALLED AS PART OF WORK). - THREE (3) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF - SPRINKLER AND VALVE SUPPLIED ON THIS PROJECT. - FIVE (5) EXTRA SPRINKLER HEADS, NOZZLES, SHRUB ADAPTERS, NOZZLE FILTER SCREENS, FOR EACH TYPE USED ON THE PROJECT. - TWO (2) QUICK COUPLER KEYS TO MATCH MANUFACTURER TYPE OF QUICK COUPLER. 12.4.UPON COMPLETION OF ALL WORK, A FINAL INSPECTION SHALL BE PERFORMED BY THE OWNER AND/OR OWNER'S REPRESENTATIVE. THE IRRIGATION SYSTEM, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT SHALL BE INSPECTED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY ITEMS FOUND TO NOT BE IN COMPLIANCE SHALL BE CORRECTED AT NO COST TO THE OWNER. 13.WARRANTY 13.1.THE CONTRACTOR SHALL WARRANTEE ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF 1 YEAR FOLLOWING THE ACCEPTANCE OF THE WORK. 13.2.ANY PART OF THE IRRIGATION WORK THAT FAILS OR IS DEFECTIVE SHALL BE REPLACED OR RECONSTRUCTED AT NO COST TO THE OWNER INCLUDING BUT NOT LIMITED TO: RESTORING GRADES THAT HAVE SETTLED IN TRENCHES AND EXCAVATIONS RELATED TO THE WORK. RECONSTRUCTION SHALL INCLUDE ANY PLANTINGS, SOIL, MULCH OR OTHER PARTS OF THE CONSTRUCTED LANDSCAPE THAT MAY BE DAMAGED DURING THE REPAIR OR THAT RESULTS FROM SOIL SETTLEMENT. 13.3.THE DATE OF ACCEPTANCE OF THE WORK AND START OF THE GUARANTEE PERIOD SHALL BE DETERMINED BY THE OWNER, UPON THE FINDING THAT THE ENTIRE IRRIGATION SYSTEM IS INSTALLED AS DESIGNED AND SPECIFIED, AND FOUND TO BE OPERATING CORRECTLY, SUPPLYING WATER EVENLY TO ALL PLANTING AND/OR LAWN AREAS. 13.4.NEITHER THE FINAL ACCEPTANCE NOR ANY PROVISION IN THE CONTRACT DOCUMENTS SHALL RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR FAULTY MATERIALS OR WORKMANSHIP. REMEDY ANY DEFECTS WITHIN A PERIOD OF 7 DAYS (S) FROM THE DATE OF NOTIFICATION OF A DEFECT. 14.ABBREVIATIONS GPM -GALLONS PER MINUTE GPH -GALLONS PER HOUR PSI - POUNDS PER SQUARE INCH IRRIGATION SPECIFICATIONS PIPE SIZES ILLUSTRATED IN THE ABOVE CHART ARE MINIMUM ACCEPTABLE SIZES. PIPE SIZES INDICATED ON PLAN ARE FOR CONVENIENCE ONLY. FIELD SIZE ALL LATERAL PIPING TO KEEP ALL FRICTION LOSS VELOCITIES BELOW 5.0 FPS. LATERAL PIPE SIZING REQUIREMENTS MAXIMUM FLOW MINIMUM PIPE SIZE 10 GPM 16 GPM 26 GPM 35 GPM 55 GPM 80 GPM 120 GPM 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 15.CITY OF WINTER SPRINGS NOTE 15.1 ALL PIPING, HEADS, VALVES AND BOXES SHALL BE PURPLE IN COLOR. 1 59 Know what's below. before you dig.Call R BANK7/7/2021 149568016JLDKFRAS NOTEDJLDSR 434 & TUSKAWILLAWINTER SPRINGS , FLORIDA 32708©1CITY OF WINTER SPRINGS REVIEW COMMENTS3/24/2021NEB2CITY OF WINTER SPRINGS REVIEW COMMENTS5/10/2021NEB3BUILDING REVISION AND RECLAIM PIPE ADDITION6/25/2021NEB4SIDEWALK AND LANDSCAPE REVISIONS7/07/2021NEBI-102IRRIGATION DETAILSMASTER CONTROL VALVE SECTION NTS BRICK SUPPORTS, (1 EACH SIDE - 2 TOTAL). SCHEDULE 60 NIPPLES, VALVE INLET SIZE (TYP.) MASTER CONTROL VALVE AS SPECIFIED. TURF PVC MAIN LINE. 12" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. PVC CONDUIT FOR CONTROLLER WIRES. SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO GRADE AT TURF. WATER PROOF WIRE CONNECTORS ON 30" LOOPED WIRES. NDS RECTANGULAR BOX WITH 6" EXTENSIONS AS REQUIRED.12" MIN.BELOW GRADE18" MIN. BELOW GRADE.1 I-102 FINISH GRADE CONTROL WIRE WITH IDENTIFICATION TAG NDS VALVE BOX WITH LOCKING COVER 90° ELL-PVC SCHEDULE 40 SCHEDULE 80 PVC NIPPLE MAIN LINE FITTING MAIN SUPPLY LINE 6" GRAVEL SUMP LINE BOTTOM OF VALVE PIT WITH LANDSCAPE FABRIC. MAINTAIN CLEAR SPACE BETWEEN BOTTOM OF VALVE PIT AND VALVE. DO NOT ALLOW BOX TO REST ON PIPE. TO SPRINKLERS TYPICAL CONTROL VALVE SECTION NTSI-102 2 DRIP ZONE VALVE KIT SECTION / PLAN NTS 3 4 5 6 7 8 9 8 10 11 12 13 14 15 16 17 18 2 3 15 14 7 7 14 15 16 14 FINISH GRADE/TOP OF MULCH1 VALVE BOX WITH LOCKING COVER2 REMOTE CONTROL VALVE3 30-INCH LINEAR LENGTH OF WIRE, COILED4 WATERPROOF CONNECTION5 ID TAG6 PRESSURE REGULATING QUICK CHECK BASKET FILTER7 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)8 PVC SCH 40 ELL9 PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 10 PVC SCH 40 TEE OR ELL11 MAINLINE PIPE12 6-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL13 PVC SCH 80 NIPPLE, CLOSE14 PVC SCH 40 ELL15 PVC SCH 40 TEE16 LATERAL PIPE17 PVC SCH 40 FEMALE ADAPTOR18 1 2 3 I-102 AIR RELIEF VALVE IN DRIPLINE SECTION NTS PVC TEE CONNECTED TO PVC HEADER PIPE BARB X MALE THREAD CONNECTOR DRIPLINE TUBING FINISH GRADE/TOP OF MULCH GRASSNDS VALVE BOX 1 2" AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINTS IN DRIP ZONE 12" X 34" PVC REDUCER BUSHING BARB X FEMALE THREAD CONNECTOR BRICK (1 EACH CORNER) SUPPORT3" MINIMUM DEPTH OF 34" WASHED GRAVEL 4 I-102 TYPICAL DRAIN VALVE SECTION NTS2" MINNDS VALVE BOX PVC SCH 40 TEE LATERAL PIPE FILTERED DRAIN VALVE BRICK (1 EACH CORNER) SUPPORT 6-INCH MINIMUM DEPTH OF 3/4" WASHED GRAVEL GRASS FINISHED GRADE/TOP OF MULCH 5 I-102 NOTE: 1.DRIP TUBING TO BE ROUTED IN THE PLANT MATERIAL BED WITH AT MAXIMUM LATERAL SPACING OF 16 INCHES. 2.DRIP TUBING TO BE INSTALLED IN A GRID PATTERN. DRIP TUBING SHALL NOT BE INSTALLED IN A LONG CONTINUOUS RUN. 3.CONTRACTOR TO REFER TO IRRIGATION PLAN FOR LOCATION OF CONTROL VALVES THAT UTILIZE MULTIPLE DRIPLINE SUPPLY CONNECTIONS. TO NEXT DRIP SUPPLY POINT WHERE APPLICABLE FROM CONTROL VALVE WHEN DRIPLINE REQUIRES MULTIPLE SUPPLY POINTS EACH POINT SHALL BE CONNECTED UTILIZING DRIPLINE MFR FITTINGS DRIPLINE ALL DRIPLINE TUBING AND FITTING CONNECTIONS SHALL BE CLAIMED PER MANUFACTURERS SPECIFICATIONS TYPICAL DRIPLINE PLAN NTS AREA PERIMETER AREA PERIMETER DRIPLINE TEE I-102 9 TYPICAL BUBBLER SECTION NTS NOTE: BUBBLER SHALL NOT BE PLACED AT TRUNK FLARE. PVC SLIP-THREAD ADAPTOR. BUBBLER NOZZLE AS SPECIFIED.3" ABOVE GRADEWATER WELL AS PER PLANTER DETAIL. FINISHED GRADE.12" BELOW GRADEPVC SLIP-THREAD ADAPTER. PVC LATERAL LINE. 12" IPS FLEX HOSE WITH PVC FLEX GLUE AND PRIMER 5' LENGTH MIN. 10 I-102 TYPICAL SLEEVING SECTION NTS HARDSCAPE BASE CONCRETE CURB WHERE APPLICABLE METALLIC DISC END OF SLEEVE SHARED SLEEVE, WHERE APPLICABLE WITH LATERALS & MAINLINE ONLY ALL WIRING IS SEPARATE CONDUIT END OF SLEEVE I-102 7 10' 12" MIN 18" MIN 18" MIN 12" MIN ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES AS SHOWN. TAPE AND BUNDLE WIRING AT 10 FT. INTERVALS ALL MAIN LINES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION SPECIFICATIONS. 120 VOLT IN CONDUIT WIRING MAIN SUPPLY LATERAL MAIN SUPPLY, LATERAL, AND WIRING MAINLINE WIRING LATERAL METAL DETECTABLE MARKING TAPE TYPICAL TRENCHING SECTION NTS ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED IN ACCORDANCE WITH LOCAL CODE. 12" MIN12" MIN METAL DETECTABLE MARKING TAPE 11 I-102 TYPICAL THRUST BLOCK SECTION NTS INSTALLATION NOTES: 1.ALL MAIN LINE TO BE INSTALLED ACCORDING AND TESTED TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.ALL TRENCH DEPTHS AND WIDTHS SHALL BE SHOWN ON THE TYPICAL TRENCHING DETAILS. 8 I-102 SECTION NTS 6" MIN. EAVE OF BUILDING RAIN SENSOR FEMALE ADAPTOR (SLIP X FIPT) 3/4 - INCH CLASS 200 PVC PIPE SECURE WITH APPROVED PIPE ANCHOR (1 OF 3) 45º EL (SLIP X SLIP) (1 OF 2) 90º EL (SLIP X SLIP) WIRE TO IRRIGATION CONTROLLER RAIN SENSOR - BUILDING MOUNT6 I-102 60 CITY OF WINTER SPIUNGS COMMUNITY DEVELOPMENT DEPARTMENT REQUJRED JNFORM ATION: J 126 East State Road 434 Winter Springs, Florid:i 32708 c11s1omerscrvi~ct@wintersprin2~0.org Application - Aesthetic Review Applicant(s): Cb k-:S'" ~Avk Date: .3 /~, / rio Mailing address: [ l:Zl ~t>l1tr~'!i. P.cwk·a:i C o ( t..s.tM. bys, b lA\e 4 ~2'-{o Email: ffifHA,v,<.. it>. ,... . t&c. Lr• d.o C: c.t._,., :sc:. • '-m. Phone Number: 4 I ./ -.? 11 -l. :>. f. t../ Property Owner(s): JDBS Winter Springs, LLC Mailing Address: 14608 N Dale Mabry Highway, Tampa, FL 33618 Email: b.schultz@oceanbleugroup.com Phone Number: (813) 760-262 1 Project Name: Property Address: Parcel ID(s): Parcel Size: • I 0 ~ c.. ... c. > Existing Use: --'V ..... A__..c..._..A_a:s ..... t..__ _____________________ _ Future Land Use: ~.b..i \ ~NA k Zoning District: =ro'°°.,.) 4¥te_""" Final Engineering Approval Date: Has the applicant agreed lo a binding development agreement required by city to incorporate the terms and conditions of approval deemed necessary by the City Commission including, but not limited to, any mitigative techniques and plans required by city code? Yes..)(_ No List all witnesses that the applicant intends to present to the City Commission to provide testimony: D~Jttl.c>~ 1'1v-<<-.Ao.cw± t...?;Ll b£. w;.lec.. A"D~'S i..o;"*~vsr--1V1~1 LL c.; Describe with specificity any evidence which the applicant intends to presenl to the City Commission, including oral factual testimony, maps, photographs, records or reports and/or expert testimony: · 2019/10 rage 2 of:\ 61 CITY OF WJNTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT J 126 Eost State Road 434 Winter Springs, Florida 32708 cus1omcrscn·ice(ci)wintersnri ng.::11 .org Application -Aesthetic Review Attach all documentary evidence which the applicant intends to present to the city commis.sion to the back of this application. The Applicant has a continuing duty to update the list of witnesses, description of evidence, and documentary evidence throughout the application process. Additional witnesses or evidence will not be admitted at the city commission hearing if not submitted at least seven (7) days prior to such hearing_ CRlTERJA FOR REVJEW: 1. The PLANS AND SPECIFJCA TrONS of the proposed project indicnte that the setting, landscaping, proportions, materials, colors, texture, scale, unity, balance, rhythm, contrast, and simplicity arc coordinated in a hannonious manner relevant to the particular proposal, surrounding area and cultural character of the community. 2. The PLANS for the proposed project are in harmony with any future development which has been formally approved by the City within the surrounding area. 3. The PLANS for t11e proposed project are not excessively similar or dissimilar to any other building, structure or sign which is either fully constructed, permitted but not fully constructed, or included on the same permit application, and facing upon the same or intersecting street within five hundred (500) feet of the proposed site, with respect to one or more of the fol lowing features of exterior design and appearance: a. Front or side elevations; b. Size and arrangement of elevation facing the street, incl ud ing reverse arrangement; or c. Other significant features of design such as, but not limited to: materials, roof Jine, hardscape improvements, and height or design elements. 4. The PLANS for the proposed project are in harmony with, or significantly enhance, the established character of other l?uildings, structures or signs in the surrounding area with respect to architectural specificafions and design features deemed significant based upon commonly acc·epted architectural principles of the local community. 5. The PROPOSED PROJECT is consistent and compatible with the intent and purpose of this article, the Comprehensive Plan for Winter Springs, design criteria adopted by the City (e.g. Town Center guidelines, SR 434 design specifications) and other applicable federal, state or local laws. 6. The PROPOSED PROJECT has incorporated significant architectural enhancements such as concrete masonry units with stucco, marbJe, termite-resistant wood, wrought iron, brick, columns and piers, porches, arches, fountains, planting areas, display windows, and other distinctive design detailing and promoting the character of the community. :?019110 62 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 Ettst State Ro11d 434 Winter Springs, Floridtt 32708 cu5tomcn;crvice(tilwint.:rsprinus0.lll'g Application -Aesthetic Review REQUIRED DOCUMENT A TlON CPDF}: A complete Application and applicable fee _Minor (Site less than 2 acres) -$300* _ Major (Site greater than 2 acres)-$600* _Modification of previously approved Aesthelic Review-$300* A Legal Description accompan ied by a certified survey or the portion of the map maintained by the Seminole County Property Appraiser ret1ecting the boundaries of the subject property (To scale). Site Plan Building Elevations (color) illustrating all sides of structures COLOR RENDERING illustrating street view with landscaping at time of planting; ILLUSTRA TJONS of all WALLS, FENCES, AND OTHER ACCESSORY STRUCTURES and indication of their height and the materials proposed for their construction; SIGNAGE ELEVATIONS of proposed exterior permanent signs, outdoor advertising or other constructed elements other than habitable space, if any; IDENTJFICATION of MATERIALS, TEXTURES, AND COLORS (include paint chips) to be used on all buildings, accessory structures, exterior signs, and other constructed elements; OTHER architectural and engineering data as may be requested to clarify the application. For all new commercial development and new residential subdivisions of ten (I 0) or more lots or existing commercial buildings being aitered by 50 percent or greater of the original floor plan or seating capacity and requiring a modified site plan, or development agreements process under section 20-28. l of the City Code, or as otherwise deemed applicable by the city to relevantly and competently examine an application for compliance with the city code and the affecl and impact the proposed use will have on neighborhood and surrounding properties, applicants shall be required to submit with the following additional information referenced in Chapter 20 -Zoning Sec.20.29 Applications (7)-( 11 ). • Fees are as shown above plus actual costs incurred for advertising or notification, and for reimbursement for technical and/or professional services which may be required in connection with the review, inspection or approval of any development (based on accounting submitted by the city's consultant), payable prior to approval of the pertinent stage of development. 2019110 Page .f of5 63 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1I26 East St:ite Rond 434 Winier Sprin~, Floridn 32708 cus10111crscrv jce/tl:·wjntersprings !1.orn Application -Aesthetic Review CJTY LIMJTED RIGHT OF ENTRY: By submitting this Application you hereby gTant temporary right of entry for City Officials to enter upon the subject property for purposes of evaluating this Application and posting on the subject property. APPLICANT'S AUTHORJZA TION: J desire to make Application for an Aesthetic Review for the aforementioned project and have read and agree to the tenns contained herein. In addition, if the Applicant is a corporate entity, the undersigned hereby represents and warrants that he/she is authorized to act on behalf of, and bind, the corporate entity. Applicant Name (Print): -.!...-IMuc:J...!..&~~~~~=----------------- Applicant Signatu~~~;;~~;:~;L~:;:~=====--Date:_..,,.~"'"'A'-'V_..S~h..:::;~_,oe-..,;;;;:2:;.,,o""'-- Business Name: _'J'..;:;_~f~.f.£.Cl!,c,..a;~.._._....:..J~u....-~~:c._----------------- Address: ---------.,.-.-------~Parcel ID~: __________ _ STA TE OF 'lt-COUNTY OF --~""""''J)/o.;;_h_'f~_· __ _ ~foregoing ift:n!J~as acknowledged before me this /3 day of ??fµefJ _CJ.,LU'I UD ~~ who is personally known to me or who as identification and who did/did not take an oath. --------Date: o/1'3/1-02fJ (seal): , I '202/J. by has produced Notary Public Signature: ---'Cll5-"~::=J.--------------~-.;. ·~·:··~~-ANELB4BAEZ · My Commission expires: • 3 202-3 f.t ·~i MYCOMMJSSIOHIGG357573 ----"'"-"'~~.._z._.._ ___ =---------fl-4~.?.:~~t:!o;.i"ii·"'bf EXPIRES:Odober 31, 2023 •1........... BondedTiruNotary~~ Nole: Tile Property Owner shall ~ig11 and have !heir signature notoriled below if the Applicant is no! the 1i\Vlll'r of the subject pruper!y. Property Owner's Name (Prin~t. ~~..,.e._ S:f!.&lJaS , l LG Property Owner Signature: ~£ .{;;;;> • Date 3 · /3-2o STATEOFfl. COUNTY OF ~___j)G;- The foregoiog instrument was acknowledged ~his 13 day of IJ1AT<.CH , 20 20 . by Jo~\!f>lf J\1 Ut.<12.lJNDp who is (pers~ to me or who has produced ____________ as identificationar1d who d1a7aid not take an oath. W!9/IO 1141\C S of:i 64 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 E:1st State Road 434 Winter Spri11gs, Florido 32708 custonierscrvicef@wintersprin!lsfl.oro. Application -Aesthetic Review ?-o d-D-ooo 1 The Com munity Development Director reserves the right to detennine whether this application is complete and accurate. An incomplete application will not be processed and will be returned to the applicant. The application shall be reviewed per Chapter 9-Aesthetic Review Sec.9-605. The sufficiency review shall be completed within thirty (30) calendar days per FL Stallle 166.033. Once the application is deemed sufficient, theapplicantshallrnovefutward witl1 the Community Workshop, required per Chapter 20-Zonin2 Sec.20-29.1. Applicants are responsible for posting notice (provided by the city) on the site at least seven (20) days prior to the City Commission {CC) meeting at which the matter will be considered. Said notice shall not be posted within the City right-of-way. All applicants shall be afforded minimal due process as required by law, including the right to receive notice, be heard, present evidence, cross-examine witnesses, and be represented by a duly aut11orized representative. Applicants are further advised that a Conditional Use is quasi-:judicial in nature. Therefore, APPLICANT ACKNOWLEDGES and AGREES, by signing below, that he or she: May be sworn-in as a witness in order to provide testimony to the City Commission; Shall be subject to cross-examination by party intervenors (if requested); and Shall be required to qualify expert witnesses, as appropriate. App licants are encouraged to familiarize themselves with Chapter 2 -Administration Sec.. 2-30 of the Winter Springs City Code relating to Quasi-Judicial Rules and Procedures ofthe City Commission. All Aesthetic Review recommendations shall be based from the required infonnation/documentation provided, the Winter Springs Code of Ordinances, and the Winter Springs Comprehensive Plan (to the extent applicable). The City Commission (CC) shall render all final decisions regarding Aesthetic Review and may impose reasonable conditions on any approved Aesthetic Review to the extent deemed necessary and relevant to ensure compliance with applicable criteria and other applicable provisions of the Winter Springs Code of Ordinances and the Winter Springs Comprehensive Plan. All fonnal decisions shall be based on competent substantial evidence and the applicable criteria as set forth in Chapter 9,Aesthetic Review Standards. Applicants are advised that if, they decide to appeal any decisions made at the meetings or hearings with respect to any matter considered at the meetings or hearings, they will need a record of the proceedings and, for such purposes, they will need to insure that a verqatim record of the proceedings is mode, at their cost, which includes the testimony and evidence upon which the appeal is to be based, per Florida Statute 286.0 I 05. An Aesthetic Review Approval by the City Commission under this article shall be valid for a max:imum of eighteen (18) months from the date the city commission renders its approval at a public meeting. If the applicant fails to obtain a building permit within the eighteen ( 18) montb period, the city commission's approval shall expire ot the end of the period. However,.once a building pennit is issued, t11e approval shall be valid for a time period equal to the permit and shalJ expire only if lhe building permit expires. Reasonable eKtensions may be granted by the city commission upon good cause shown by the appUcant, provided subsmntial changes have not occurred in the surrounding area that would make the prior approval inconsistent with the criteria set forth in Chnoter 9-Aesthetic Revir.::w Sec.9-9603 Wl9110 "31!-C I of5 65 PROPOSED TRANSFORMERPAD AND MANUAL TRANSFERSWITCHLOT 3 0.67 ACSTARBUCKS2,500 SFNO PARKING FIRE LANEEBEBEBPULL BOXoh oh oh oh o h oh ohPICK UPWINDOWPICK UPWINDOWWWWWwmwmwmwmwmwm2" PVC PIPE INGROUND(UNKNOWN UTILITY)SAN SAN SANSANSAN SANSANSANSANSANSANSANSANSANEAGLE EDGE LANE(62' R/W PER ORB 932 9 , PG 4 4 3 )STATE ROAD 434(SANFORD - OVIEDO ROAD)(R/W WIDTH VARIES)SEA HAWK COVE (62' R/W) TRACT "D" PER PB 82, PG 63-66wmwmSANSANGARAGE GARAGEGARAGEGARAGEONLY TTNO PARKINGLANDS OFMcDONALD'S RESTAURANTSOF FLORIDA, INC.O.R. 2803, PG. 632LANDS OFWINTER SPRINGSAPARTMENTS LPSTATE ROAD 434N29°03'10"E 188.49'SEA HAWK COVES39°32'19"E 208.65'S50°29'56"W 174.97'N39°44'57"W 139.73'LANDS OFJDBS WINTERSPRINGS, LLCPROPOSED DUMPSTERPAD(SEE ARCH PLANS FORDETAILS)PROPOSED "STOP"SIGN TYPE R1-1 PERFDOT MUTCDPROPOSED 48" DIRECTIONARROWS AND 48" TALL X 12" WIDEPAVEMENT MARKINGS (TYP.)PROPOSED TYPE "D"CURB PER FDOTSTANDARD PLANS520-001 (TYP.)PROPOSED ATMCANOPY COVER(SEE ARCH PLANSFOR DETAILS)24.0'9.0'TYP.18.0'TYP.18.0'TYP.9.0'TYP.9.0'TYP.18.0'TYP.12.0'TYP.5.0'TYP.PROPOSED 48" DIRECTIONARROW PAVEMENTMARKINGS (TYP.)PROPOSED CURBRAMP TYPE CR-E WITHDETECTABLE WARNINGPROPOSED ADA ACCESSIBLESPACE AND SIGNPROPOSED CURB RAMP TYPE CR-BWITH DETECTABLE WARNINGPROPOSED TYPE "D"CURB PER FDOTSTANDARD PLANS520-001 (TYP.)PROPOSEDTYPE "D" CURBPER FDOTSTANDARDPLANS 520-001(TYP.)SAWCUTAND MATCHEXISTING(TYP.)SAWCUTAND MATCHEXISTING(TYP.)SAWCUT AND MATCHEXISTING (TYP.)PROPOSED "DO NOTENTER" SIGN TYPE R5-1PER FDOT MUTCDPROPOSED "DONOT ENTER" SIGNTYPE R5-1 PERFDOT MUTCDPROPOSED 24" STOP LINEPAVEMENT MARKING (TYP) AND6" DOUBLE SOLID LINE PERFDOT STANDARD PLANS711-001PROPOSED 24" STOP LINEPAVEMENT MARKING (TYP) AND6" DOUBLE SOLID LINE PERFDOT STANDARD PLANS711-001PROPOSED "STOP"SIGN TYPE R1-1 PERFDOT MUTCD17.5'24.0'8.5'7.8'6.0'28.5'24.0'R3.0'TYP.R10.0'R10.0'R10.0'R10.0'R3.0'TYP.R10.0'R97.0'R73.0'R10.0'R8.0'R10.0'R14.5'R3.0'TYP.27.0'27.3'6.0'TYP.6.0'9.0'6.4'PROPOSED 48" TALL X 12" WIDEPAVEMENT MARKINGS (TYP.)R1.0'9.0'6.0'PROPOSEDBIKE RACK (3BIKE SPACES)5.0'5.0'5.5'PROPOSED RAMPWITH HANDRAILSPER F.A.C. 505PROPOSED 6-FOOT WIDE PAVERCROSSWALK W/ 12-INCH "WHITE"STRIPE @ 36" O.C. (CONTINUOUS PAINT)6.6'5.6'RELOCATEEXISTINGBUS SIGN5.7'6.0'6.0'+/- 3,122 S.F. F.F.E 41.20 THRUONLYDRIVEUP ATM DO NOT ENTERT9 610EXTERIOR FINISH MATERIALSTHIS SCHEDULE IS COMPREHENSIVE. NOT ALL LISTED ITEMS ARE USED IN THIS PROJECTBR-1SIMULATED MASONRYMANUFACTURERACME BRICKPRODUCTBRICK VENEERCOLORWINTERSTONESIZEMODULAR, THIN BRICKNOTESRUNNING BOND MORTAR COLOR TO BE COOSA BUFF MORTARBR-2SIMULATED MASONRYMANUFACTURERCHEROKEE BRICKPRODUCTBRICK VENEERCOLORVELOUR MEDIUM GRAYSIZEMODULAR, THINK BRICKNOTESRUNNING BOND MORTAR COLOR TO BE COOSA BUFF MORTARFC-1FIBER CEMENT PANELMANUFACTURERNICHIHA FIBER CEMENTPRODUCTVINTAGEWOOD AWP 3030 AND AWP 1818COLORSPRUCE COLORSIZEVINTAGEWOOD AWP 1818 (AVAILABLE AS AWP 3030 FORNON-PROTOTYPICAL PROJECTS)NOTESINCLUDE 3.5" MANUFACTURED CORNERS AND MANUFACTURER'S"ESSENTIAL" FLASHING SYSTEM.RC-1ROOF COPINGMANUFACTURERPETERSEN ALUMINUM / PAC-CLADPRODUCTPAC-CONTINUOUSCOLORBLACK ANODIZEDACM-1ALUMINUM COMPOSITE MATERIALMANUFACTURERALCOA ARCHITECTURAL PRODUCTSPRODUCTREYNOBONDCOLORDURAGLOSS 5000 CHASE PROGRAM "CHASE SILVER"EPT-1EXTERIOR PAINTMANUFACTURERSHERWIN-WILLIAMSPRODUCTMETALATEX ACRYLIC SEMI-GLOSSCOLORSW 2840 HAMMERED SILVERFINISHSEMI-GLOSSEPT-2EXTERIOR PAINTMANUFACTURERSHERWIN-WILLIAMSPRODUCTMETALATEX ACRYLIC SEMI-GLOSSCOLORSW 7069 IRON OREFINISHSEMI-GLOSSEPT-3EXTERIOR PAINTMANUFACTURERSHERWIN-WILLIAMSBYENTITLEMENT PACKAGECOVER SHEETA00.0SR 434 And TuscawillaARCHITECTURAL DRAWINGSFURNITURE FLOOR PLAN ENTITLEMENT PACKAGE COVER SHEETBUILDING RENDERINGS LOCATION MAPSHEET INDEXBUILDING FLOOR AREA = 3,357 SFJPM Chase Retail Banking CenterSR 434 and Tuskawilla Rd.Winter Springs, Florida 32708CHASE # 38100P310145Version 20.3 (CB2020)SCOPE OF WORKPROTOTYPE - 20.2ATM CANOPY: Y, CUSTOM AFFLUENT SIGNATURE CANOPY TO MATCH BUILDINGDUMPSTER ENCLOSURE: YBRG: YSEISMIC ZONE: NCB2020 20.3 INTERIOR, FULL CUSTOM EXTERIOR WITH CUSTOM FINISHES PER CITY REQUIREMENTSA00.5DUMPSTER RENDERINGS 04-13-2021 AESTHETIC REVIEWPROJECT LOCATIONA00.1A00.0A00.2NSITEWORK AREA = 30,532 SFSITE PLANNA00.3EXTERIOR ELEVATIONS A00.4EXTERIOR ELEVATIONS A00.6CANOPY RENDERINGS PROJECT INFORMATION BLOCKSHEET TITLESHEET NUMBERISSUE/BYDATEDESCRIPTIONSEALTHESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANYCAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER“PLANS”) ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDGARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED ORUSED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDGARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BECONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THESUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOTBE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESSWRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESEPLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTENAPPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROMTHESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDGARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OFTHESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDGARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN-RELATEDOBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULTIN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANYLIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONSARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES ORCONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDGARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK.FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTSPRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANYCLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES ORCONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION,SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORKPERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGNDOCUMENTS.JPM Chase Retail Banking Center SR 434 and Tuskawilla Rd Winter Springs, Florida 32708 SR 434 And TuscawillaJOB #:DATE:DRAWN BY:CHECKED BY:18402004-13-2021TN400 N. Ashley Dr.Suite 600Tampa, FL 33602P: 813 - 323 - 9233FL Lic#AR-0014752www.bdgllp.combdgarchitectsPRINTED 5/25/2021 Architect of Record:Gregg A. Holdsworth, AIA, LEED APFL License # AR00176691 TN 05-25-2021 BLDG DEPT COMM05-25-2021 BLDG DEPT COMM 11111SHEET OMITTED, REVISED NUMBERING166 2A00.42A00.41A00.41A00.334"34"MSTCR2MFDATM 2AHDCOATS5CSCRIMSCRIM5BOVERHEAD GATEELECTRICAL PANELS KEYSCASHCHESTF.D.F.D.AST1N DRT34X7230"41"30"34"MICRF.D.48"TCC2AATMMFDSOL. #7FEC60"COFFEECREDENZA75"SOLUTION #375"SOLUTION #35B 34"EAGLE EDGE LANE / PARKINGSEA HAWK COVE / ATM / ACCESSIBLE DRIVE ACCESS DRIVE / PARKING / 24VESTIBULESTATE ROAD 434BOOTH BBOOTH CBOOTH A103LOBBY104LIVING ROOM112PRINT/FILE111LOUNGE108DATA105TELLER102LAO / CASH / ATM110JANITOR120OFFICE119OFFICE122OFFICE115RESTROOM 2114RESTROOM 1113CORRIDOR101VESTIBULE123OFFICE121CONFERENCEBYFURNITURE FLOOR PLANA00.1SCALEFURNITURE FLOOR PLAN11/4"=1'-0"PROJECT INFORMATION BLOCKSHEET TITLESHEET NUMBERISSUE/BYDATEDESCRIPTIONSEALTHESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANYCAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER“PLANS”) ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDGARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED ORUSED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDGARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BECONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THESUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOTBE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESSWRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESEPLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTENAPPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROMTHESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDGARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OFTHESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDGARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN-RELATEDOBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULTIN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANYLIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONSARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES ORCONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDGARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK.FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTSPRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANYCLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES ORCONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION,SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORKPERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGNDOCUMENTS.JPM Chase Retail Banking Center SR 434 and Tuskawilla Rd Winter Springs, Florida 32708 SR 434 And TuscawillaJOB #:DATE:DRAWN BY:CHECKED BY:18402004-13-2021TN400 N. Ashley Dr.Suite 600Tampa, FL 33602P: 813 - 323 - 9233FL Lic#AR-0014752www.bdgllp.combdgarchitectsPRINTED 5/25/2021 Architect of Record:Gregg A. Holdsworth, AIA, LEED APFL License # AR00176691 TN 05-25-2021 BLDG DEPT COMM111167 BYBUILDING RENDERINGSA00.2SCALEBUILDING RENDERINGS1NTSPROJECT INFORMATION BLOCKSHEET TITLESHEET NUMBERISSUE/BYDATEDESCRIPTIONSEALTHESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANYCAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER“PLANS”) ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDGARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED ORUSED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDGARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BECONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THESUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOTBE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESSWRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESEPLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTENAPPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROMTHESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDGARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OFTHESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDGARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN-RELATEDOBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULTIN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANYLIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONSARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES ORCONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDGARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK.FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTSPRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANYCLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES ORCONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION,SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORKPERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGNDOCUMENTS.JPM Chase Retail Banking Center SR 434 and Tuskawilla Rd Winter Springs, Florida 32708 SR 434 And TuscawillaJOB #:DATE:DRAWN BY:CHECKED BY:18402004-13-2021TN400 N. Ashley Dr.Suite 600Tampa, FL 33602P: 813 - 323 - 9233FL Lic#AR-0014752www.bdgllp.combdgarchitectsPRINTED 5/25/2021 Architect of Record:Gregg A. Holdsworth, AIA, LEED APFL License # AR00176691 TN 05-25-2021 BLDG DEPT COMM1111168 42'-5 1/2"26'-11"GLAZING9'-9 1/2"GLAZINGEXISTING GRADE300.00'8'-0" (308.00' FASL)ABOVE ADJACENT SIDEWALK3'-0" (303.00' FASL)ABOVE ADJACENT SIDEWALKMAX BUIILDING HEIGHT+ 25'-7" (325.58' FASL)PARAPET HEIGHT+ 19'-7" (319.58' FASL)77'-2"16'-7 1/2"BLANK WALL19'-6 1/2"BLANK WALLEXISTING GRADE300.00'8'-0" (308.00' FASL)ABOVE ADJACENT SIDEWALK3'-0" (303.00' FASL)ABOVE ADJACENT SIDEWALKMAX BUIILDING HEIGHT+ 25'-7" (325.58' FASL)PARAPET HEIGHT+ 19'-7" (319.58' FASL)13'-6 1/2"GLAZING16'-10"GLAZINGADDRESS9'-6" TYP.EQEQ8'-4"Lobby Hou rsMon - Sat SunDrive-up Hou rsMon - SatSun9:00 - 5 :00Closed9:00 - 5 :00Closed Lobby Hou rsMon - Sat SunDrive-up Hou rsMon - SatSun9:00 - 5 :00Closed9:00 - 5 :00ClosedTRANSPARENCY TABLEFLOORLEVELSF OF WALLWITHIN 3'-0"TO 8'-0"ZONE50% OF PRIMARYFACADETRANSPARENCYREQD WITHIN(3'-0" TO 8'-0")TRANSPARENCYPROVIDED60% OF GLAZINGWITH REQD VIEWSOF 6' INTOBUILDINGVIEWS PROVIDEDGROUNDFLOOR- WEST235 SF118 SF (50%)184 SF (78%)110 SF(60% OF THE GLAZING)184 SF(100% OF THE 60% REQD.)2ND FLOORFLOOR- WESTN/AN/AN/AN/AN/AMATERIAL BREAKDOWN TABLEMATERIALSF OF WALLPRODUCT/ COLORARCHITECTURAL BRICK342 SFACME BRICK - WINTERSTONENICHIHA FIBER CEMENT PANELS247 SFVANTAGE WOOD - SPRUCE COLORARCHITECTURAL BRICK24 SFCHEROKEE BRICK - VELOUR MEDIUMGRAYGLAZING AND STOREFRONTSYSTEM416 SFTRANSPARENT GLAZING / BLACKANODIZED MULLIONSACM48 SFREYNOBOND - CHASE SILVERCOPING28 SFBLACK ANODIZEDPREFAB CANOPY6 SFBLACK ANODIZEDPAINTN/ASW 7067 CITYSCAPETOTAL FACADE AREA1,111 SFN/AAWNING & SUN SHADE TABLELINEARFEET (LF)32'-9" LF PROVIDED (77% OF BUILDING FACADE)MATERIAL BREAKDOWN TABLEMATERIALSF OF WALLPRODUCT/ COLORARCHITECTURAL BRICK589 SFACME BRICK - WINTERSTONENICHIHA FIBER CEMENT PANELS278 SFVANTAGE WOOD - SPRUCE COLORARCHITECTURAL BRICK364 SFCHEROKEE BRICK - VELOUR MEDIUMGRAYGLAZING AND STOREFRONTSYSTEM395 SFTRANSPARENT GLAZING / BLACKANODIZED MULLIONSACM20 SFREYNOBOND - CHASE SILVERCOPING27 SFBLACK ANODIZEDPREFAB CANOPY21 SFBLACK ANODIZEDPAINTN/ASW 7067 CITYSCAPETOTAL FACADE AREA1,694 SFN/ATRANSPARENCY TABLEFLOORLEVELSF OF WALLWITHIN 3'-0"TO 8'-0"ZONE40% OF SIDEFACADETRANSPARENCYREQD WITHIN(3'-0" TO 8'-0")TRANSPARENCYPROVIDED60% OF GLAZINGWITH REQD VIEWSOF 6' INTOBUILDINGVIEWS PROVIDEDGROUNDFLOOR- NORTH385 SF154 SF (40%)152 SF (40%)91 SF(60% OF THE GLAZING)154 SF(100% OF THE 60% REQD.)2ND FLOORFLOOR- NORTHN/AN/AN/AN/AN/AAWNING & SUN SHADE TABLELINEARFEET (LF)22'-10" LF PROVIDED (30% OF BUILDING FACADE)BYEXTERIOR ELEVATIONSA00.3SCALEBUILDING ELEVATION - WEST (SIDE FACADE)11/4" = 1'-0"SCALEBUILDING ELEVATION - NORTH (PRIMARY FACADE)21/4" = 1'-0"PROJECT INFORMATION BLOCKSHEET TITLESHEET NUMBERISSUE/BYDATEDESCRIPTIONSEALTHESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANYCAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER“PLANS”) ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDGARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED ORUSED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDGARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BECONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THESUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOTBE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESSWRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESEPLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTENAPPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROMTHESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDGARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OFTHESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDGARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN-RELATEDOBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULTIN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANYLIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONSARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES ORCONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDGARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK.FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTSPRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANYCLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES ORCONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION,SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORKPERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGNDOCUMENTS.JPM Chase Retail Banking Center SR 434 and Tuskawilla Rd Winter Springs, Florida 32708 SR 434 And TuscawillaJOB #:DATE:DRAWN BY:CHECKED BY:18402004-13-2021TN400 N. Ashley Dr.Suite 600Tampa, FL 33602P: 813 - 323 - 9233FL Lic#AR-0014752www.bdgllp.combdgarchitectsPRINTED 5/25/2021 Architect of Record:Gregg A. Holdsworth, AIA, LEED APFL License # AR00176691 TN 05-25-2021 BLDG DEPT COMM1169 78'-8"9'-4 1/2"GLAZING10'-2"GLAZING13'-2"GLAZING16'-11"GLAZING19'-11 1/2"BLANK WALLEXISTING GRADE300.00'8'-0" (308.00' FASL)ABOVE ADJACENT SIDEWALK3'-0" (303.00' FASL)ABOVE ADJACENT SIDEWALKMAX BUIILDING HEIGHT+ 22'-3" (322.25' FASL)PARAPET HEIGHT+ 19'-7" (319.58' FASL)MAX BUIILDING HEIGHT+ 25'-7" (325.58' FASL)ADDRESSLobby HoursMon - Sa t SunDrive -up HoursMon - Sa tSun 9:00 - 5:00Closed9:00 - 5:00ClosedLobby HoursMon - Sa t SunDrive -up HoursMon - Sa tSun 9:00 - 5:00Closed9:00 - 5:00Closed43'-0 1/2"12'-3 1/2"BLANK WALL21'-3 1/2"BLANK WALLEXISTING GRADE300.00'8'-0" (308.00' FASL)ABOVE ADJACENT SIDEWALK3'-0" (303.00' FASL)ABOVE ADJACENT SIDEWALKMAX BUIILDING HEIGHT+ 25'-7" (325.58' FASL)PARAPET HEIGHT+ 22'-3" (322.25' FASL)3'-4"SPANDREL3'-6"GLAZING℄ OF SCUPPER9'-4"4'-0"4'-0"9'-6"TRANSPARENCY TABLEFLOORLEVELSF OF WALLWITHIN 3'-0"TO 8'-0"ZONE50% OF PRIMARYFACADETRANSPARENCYREQD WITHIN(3'-0" TO 8'-0")TRANSPARENCYPROVIDED60% OF GLAZINGWITH REQD VIEWSOF 6' INTOBUILDINGVIEWS PROVIDEDGROUNDFLOOR- SOUTH391 SF196 SF (50%)251 SF (64%)151 SF(60% OF THE GLAZING)251 SF(100% OF THE 60% REQD.)2ND FLOORFLOOR- SOUTHN/AN/AN/AN/AN/AMATERIAL BREAKDOWN TABLEMATERIALSF OF WALLPRODUCT / COLORARCHITECTURAL BRICK316 SFACME BRICK - WINTERSTONENICHIHA FIBER CEMENT PANELS68 SFVANTAGE WOOD - SPRUCE COLORARCHITECTURAL BRICK357 SFCHEROKEE BRICK - VELOUR MEDIUMGRAYGLAZING AND STOREFRONTSYSTEM587 SFTRANSPARENT GLAZING / BLACKANODIZED MULLIONSACM48 SFREYNOBOND - CHASE SILVERCOPING27 SFBLACK ANODIZEDPREFAB CANOPY21 SFBLACK ANODIZEDPAINTN/ASW 7067 CITYSCAPETOTAL FACADE AREA1,424 SFN/AAWNING & SUN SHADE TABLELINEARFEET (LF)27'-1" LF PROVIDED (34% OF BUILDING FACADE)MATERIAL BREAKDOWN TABLEMATERIALSF OF WALLPRODUCT/ COLORARCHITECTURAL BRICKN/AACME BRICK - WINTERSTONENICHIHA FIBER CEMENT PANELS164 SFVANTAGE WOOD - SPRUCE COLORARCHITECTURAL BRICK897 SFCHEROKEE BRICK - VELOUR MEDIUMGRAYSPANDREL, GLAZING ANDSTOREFRONT SYSTEM25 SFTRANSPARENT GLAZING / BLACKANODIZED MULLIONSACMN/AREYNOBOND - CHASE SILVERCOPING22 SFBLACK ANODIZEDPREFAB CANOPY6 SFBLACK ANODIZEDPAINT24 SFSW 7067 CITYSCAPETOTAL FACADE AREA1138 SFN/ATRANSPARENCY TABLEFLOORLEVELSF OF WALLWITHIN 3'-0"TO 8'-0"ZONE50% OF PRIMARYFACADETRANSPARENCYREQD WITHIN(3'-0" TO 8'-0")TRANSPARENCYPROVIDED60% OF GLAZINGWITH REQD VIEWSOF 6' INTOBUILDINGVIEWS PROVIDEDGROUNDFLOOR- EAST235 SF118 SF (50%)15 SF (6%)9 SF(60% OF THE GLAZING)15 SF(100% OF THE 60% REQD.)2ND FLOORFLOOR- EASTN/AN/AN/AN/AN/AAWNING & SUN SHADE TABLELINEARFEET (LF)N/ABYEXTERIOR ELEVATIONSA00.4SCALEBUILDING ELEVATION - SOUTH11/4" = 1'-0"SCALEBUILDING ELEVATION - EAST (SIDE FACADE)21/4" = 1'-0"PROJECT INFORMATION BLOCKSHEET TITLESHEET NUMBERISSUE/BYDATEDESCRIPTIONSEALTHESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANYCAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER“PLANS”) ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDGARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED ORUSED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDGARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BECONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THESUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOTBE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESSWRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESEPLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTENAPPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROMTHESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDGARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OFTHESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDGARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN-RELATEDOBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULTIN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANYLIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONSARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES ORCONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDGARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK.FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTSPRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANYCLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES ORCONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION,SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORKPERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGNDOCUMENTS.JPM Chase Retail Banking Center SR 434 and Tuskawilla Rd Winter Springs, Florida 32708 SR 434 And TuscawillaJOB #:DATE:DRAWN BY:CHECKED BY:18402004-13-2021TN400 N. Ashley Dr.Suite 600Tampa, FL 33602P: 813 - 323 - 9233FL Lic#AR-0014752www.bdgllp.combdgarchitectsPRINTED 5/25/2021 Architect of Record:Gregg A. Holdsworth, AIA, LEED APFL License # AR00176691 TN 05-25-2021 BLDG DEPT COMM111170 PITCH 1/4" PER FT.ALL EXPOSED STEELCOMPONENTS SHALL BEHOT-DIPPED GALVANIZED,PRIMED AND PAINTED10'-8"3'-0"1'-6"4'-8"3'-0"2'-0"DUMPSTER BYOTHERS10'-8"12'-0"STL. ANGLE AS REQD.FOR CASTER MOUNTINGCONCRETE CURB-REFER TO SITE PLANCONCRETE SLABWHERE THE GENERALSITE PAVING IS ASPHALT,EXTEND CONCRETE SLABINTO CONTAINERROLL-OUT AREA.SEE CIVIL DRAWINGSBOLLARDS ARELOCATED IN REAR2'-0" OF ENCLOSUREBYDUMPSTER RENDERINGSA00.4SCALEDUMPSTER RENDERINGS1NTSSCALEDUMPSTER PLAN21/4" = 1'-0"PROJECT INFORMATION BLOCKSHEET TITLESHEET NUMBERISSUE/BYDATEDESCRIPTIONSEALTHESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANYCAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER“PLANS”) ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDGARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED ORUSED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDGARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BECONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THESUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOTBE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESSWRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESEPLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTENAPPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROMTHESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDGARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OFTHESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDGARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN-RELATEDOBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULTIN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANYLIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONSARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES ORCONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDGARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK.FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTSPRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANYCLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES ORCONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION,SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORKPERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGNDOCUMENTS.JPM Chase Retail Banking Center SR 434 and Tuskawilla Rd Winter Springs, Florida 32708 SR 434 And TuscawillaJOB #:DATE:DRAWN BY:CHECKED BY:18402004-13-2021TN400 N. Ashley Dr.Suite 600Tampa, FL 33602P: 813 - 323 - 9233FL Lic#AR-0014752www.bdgllp.combdgarchitectsPRINTED 5/25/2021 Architect of Record:Gregg A. Holdsworth, AIA, LEED APFL License # AR0017669N1 TN 05-25-2021 BLDG DEPT COMM11171 TRAFFIC FLOW(ATM FRONT)BYCANOPY RENDERINGSA00.6SCALECANOPY RENDERINGS1NTSSCALECANOPY PLANS2NTSNPROJECT INFORMATION BLOCKSHEET TITLESHEET NUMBERISSUE/BYDATEDESCRIPTIONSEALTHESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANYCAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER“PLANS”) ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDGARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED ORUSED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDGARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BECONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THESUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOTBE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESSWRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESEPLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTENAPPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROMTHESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDGARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OFTHESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDGARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN-RELATEDOBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULTIN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANYLIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONSARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES ORCONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDGARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK.FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTSPRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANYCLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES ORCONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION,SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORKPERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGNDOCUMENTS.JPM Chase Retail Banking Center SR 434 and Tuskawilla Rd Winter Springs, Florida 32708 SR 434 And TuscawillaJOB #:DATE:DRAWN BY:CHECKED BY:18402004-13-2021TN400 N. Ashley Dr.Suite 600Tampa, FL 33602P: 813 - 323 - 9233FL Lic#AR-0014752www.bdgllp.combdgarchitectsPRINTED 5/25/2021 Architect of Record:Gregg A. Holdsworth, AIA, LEED APFL License # AR00176691 TN 05-25-2021 BLDG DEPT COMM11172 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 2019/10 Page 1 of 5 The Community Development Director reserves the right to determine whether this application is complete and accurate. An incomplete application will not be processed and will be returned to the applicant. The application shall be reviewed per Chapter 20 – Zoning Sec. 20-34. The sufficiency review shall be completed within thirty (30) calendar days per FL Statue 166.033. Applicants are responsible for posting notice (provided by the city) on the site at least seven (7) days prior to the Planning & Zoning Board (PZB) meeting at which the matter will be considered. Said notice shall not be posted within the City right-of-way. All applicants shall be afforded minimal due process as required by law, including the right to receive notice, be heard, present evidence, cross-examine witnesses, and be represented by a duly authorized representative. Applicants are further advised that a Waiver is quasi-judicial in nature. Therefore, APPLICANT ACKNOWLEDGES and AGREES, by signing below, that he or she: • May be sworn-in as a witness in order to provide testimony to the City Commission; • Shall be subject to cross-examination by party intervenors (if requested); and • Shall be required to qualify expert witnesses, as appropriate. Applicants are encouraged to familiarize themselves with Chapter 2 – Administration Sec. 2-30 of the Winter Springs City Code relating to Quasi-Judicial Rules and Procedures of the City Commission. All Waiver recommendations shall be based from the required information/documentation provided, the Winter Springs Code of Ordinances, and the Winter Springs Comprehensive Plan (to the extent applicable). The City Commission (CC) shall render all final decisions regarding Waivers and may impose reasonable conditions on any approved Waiver to the extent deemed necessary and relevant to ensure compliance with applicable criteria and other applicable provisions of the Winter Springs Code of Ordinances and the Winter Springs Comprehensive Plan. All formal decisions shall be based on competent substantial evidence and the applicable criteria as set forth in Chapter 20, Zoning. Applicants are advised that if, they decide to appeal any decisions made at the meetings or hearings with respect to any matter considered at the meetings or hearings, they will need a record of the proceedings and, for such purposes, they will need to insure that a verbatim record of the proceedings is made, at their cost, which includes the testimony and evidence upon which the appeal is to be based, per Florida Statute 286.0105. A Waiver which may be granted by the City Commission shall expire two (2) years after the effective date of such approval by the City Commission, unless a building permit based upon and incorporating the Waiver, is issued by the City within said time period. Upon written request of the property owner, the City Commission may extend the expiration date, without public hearing, an additional six (6) months, provided the property owner demonstrates good cause for the extension In addition, if the aforementioned building permit is timely issued, and the building permit subsequently expires and the subject development project is abandoned or discontinued for a period of six months, the Waiver shall be deemed expired and null and void, per Chapter 20 – Sec.20-36. 73 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 2019/10 Page 2 of 5 REQUIRED INFORMATION: Applicant(s): Date: Mailing address: Email: Phone Number: Property Owner(s): Mailing Address: Email: Phone Number: Project Name: Property Address: Parcel ID(s): Parcel Size: Existing Use: Future Land Use: Zoning District: All waiver requests shall be written in the following format: A waiver is requested from Winter Springs City Code 'X' to allow 'Y' in lieu of 'Z'. After the request, the applicant shall provide a justification for each waiver request. List Waiver(s)(provide additional sheets if necessary): Demonstrate that the applicable term or condition clearly creates an illogical, impossible, impractical, or patently unreasonable result related to the proposed property and development? 74 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 2019/10 Page 3 of 5 Demonstrate that the proposed development plan is in substantial compliance with Chapter 20 of the City’s Code of Ordinances and in compliance with the Comprehensive Plan? Will the proposed development plan significantly enhance the real property? Will the proposed development plan serve the public health, safety, and welfare of the City of Winter Springs? Will the waiver diminish property values in or alter the essential character of the surrounding neighborhood? Is the waiver request the minimum waiver that will eliminate or reduce the illogical, impossible, impractical, or patently unreasonable result caused by the applicable term or condition under Chapter 20 – Zoning? Is the proposed development plan compatible and harmonious with the surrounding neighborhood? 75 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 2019/10 Page 4 of 5 Has the applicant agreed to a binding development agreement required by city to incorporate the terms and conditions of approval deemed necessary by the City Commission including, but not limited to, any mitigative techniques and plans required by city code? Yes No List all witnesses that the applicant intends to present to the City Commission to provide testimony: Describe with specificity any evidence which the applicant intends to present to the City Commission, including oral factual testimony, maps, photographs, records or reports and/or expert testimony: Attach all documentary evidence which the applicant intends to present to the city commission to the back of this application. The Applicant has a continuing duty to update the list of witnesses, description of evidence, and documentary evidence throughout the application process. Additional witnesses or evidence will not be admitted at the city commission hearing if not submitted at least seven (7) days prior to such hearing REQUIRED DOCUMENTATION (PDF): ___ A complete Application and Fee ($500.00*) ___ A general description of the relief sought under this division ___ A brief explanation, with applicable supporting competent substantial evidence and documents, as to why the application satisfies the relevant criteria set forth in this division ___ A Legal Description accompanied by a certified survey or the portion of the map maintained by the Seminole County Property Appraiser reflecting the boundaries of the subject property (To scale). ___ An Excel mailing list with the names and addresses of each property owner within 500 ft. of each property line, along with the HOA Associations within 1/2 mile of each property line. ___ For all new commercial development and new residential subdivisions of ten (10) or more lots or existing commercial buildings being altered by 50 percent or greater of the original floor plan or seating capacity and requiring a modified site plan, or development agreements process under section 20-28.1 of the City Code, or as otherwise deemed applicable by the city to relevantly and competently examine an application for compliance with the city code and the affect and impact the proposed use will have on neighborhood and surrounding properties, applicants shall be required to submit with the following additional information referenced in Chapter 20 – Zoning Sec.20.29 Applications (7) – (11). * Fees are as shown above plus actual costs incurred for advertising or notification, and for reimbursement for technical and/or professional services which may be required in connection with the review, inspection or approval of any development (based on accounting submitted by the city’s consultant) , payable prior to approval of the pertinent stage of development. 76 77 1. Waiver: The applicant is requesting one waiver from Winter Springs City Code Sec. 20-605(b) and (d), which requires a total 27 feet of streetscape area consisting of three component parts: (1) 5-foot landscape area; (ii) 6-foot sidewalk; and (iii) 16-foot landscape and treescape area for planting canopy trees which will line the right-of-way. The waiver is to instead allow (i) 8-foot landscape and treescape area; (ii) a 6-foot sidewalk; and (iii) an 8-foot 3 inches landscape and treescape area adjacent to the right-of-way for a total of a 22-foot 3 inches area in lieu of 27- foot. Further analysis of each waiver request is listed below in the Waiver Section. Justification: The Applicant is requesting a waiver in order to provide a frontage along State Road 434 continuous with the adjacent Lot 2 of the development (Wendy’s). The Wendy’s project provides a 8’ landscape and treescape area, a 6’ sidewalk, and 8’ landscape treescape area. This project proposes 8’ of landscape and treescape area, a 6’ sidewalk; and 8’ landscape and treescape area adjacent to the right-of-way. In addition to provide a continuous frontage, the existing frontage consists of a 5’ sidewalk abutting a 2’ landscape and treescape area along SR 434. This project proposes an increase in sidewalk width from 5’ to 6’ to comply with City Code and align with the recently constructed Wendy’s sidewalk. The proposed sidewalk jogs down to tie into the existing pedestrian curb ramp and crosswalk which provides access across the shared driveway between the proposed site and the existing McDonalds. The project does not propose any modifications to this ramp as to minimize impacts to the surrounding properties and utilities abutting the existing curb ramp. 2. The adjacent Lot 2 of development (Wendy’s) was approved by the city for construction with a frontage road that parallels the existing SR434 corridor prior to the current streetscape requirement. In order to maintain a continuous frontage as well as tie into the existing pedestrian ramp the reduction of treescape/landscape area to 8’ of landscape and treescape area, 6’ sidewalk; and 8’ landscape and treescape area adjacent to the right-of-way is required. 3. The site is part of an overall master development that has previously been approved by the City which is in substantial compliance with Chapter 20 of the City’s Code of Ordinance, Comprehensive Plan, and Land Development Code. The proposed waiver requests are to provide streetscape consistent with the previously approved master site and adjacent Wendy’s development. 4. The site is part of an overall master development that has previously been permitted with the City. The proposed use is consistent with the approved master development. The development of the parcel is anticipated to bring tax revenue and enhance the real property. 5. The site is part of an overall master development that has previously been permitted with the City. The proposed use is consistent with the approved master development therefore will serve the public health, safety, and welfare of the City of Winter Springs. 6. No, the waiver requests are to reduce the streetscape requirement in order to provide continuous streetscape along the frontage road. 7. Yes, the waiver is requesting the minimum reduction in streetscape requirement in order to provide a continuous streetscape alignment along the frontage road. 78 8. The site is part of an overall master development that was previously permitted thorough the City. The proposed use is consistent with the approved master development therefore it is compatible and harmonious with it’s surroundings. 79 80 5 YEAR TREE GROWTH ALONG SR 434 81 10 YEAR TREE GROWTH ALONG SR 434 82 83 84 85 86 87 88 89 90 91 92 93 94 95 PHASE I ENVIRONMENTAL SITE ASSESSMENT North of SR 434 and East of Tuscawilla Road Winter Springs, Florida PM Project Number 18-3732-0-0001 OVP No. 38100P310145 Prepared by: PM Environmental, Inc. 2131 Hollywood Boulevard, Suite 201 Hollywood, Florida 33020 Prepared for: JPMorgan Chase & Co. 10 South Dearborn, 19th Floor, Mail Code IL1-1 Chicago, Illinois 60603 96 ENVIRONMENTAL & ENGINEERING SERVICES N ATIONW IDE | WWW.PMENV.COM | 1.800.313.2966 Miami 2131 Hollywood Blvd., Suite 201 Hollywood, FL 33020 f: 877.884.6775 t: 954.924.1801 July 12, 2018 Ms. Elizabeth Seltzer JPMorgan Chase & Co. 10 South Dearborn, 19th Floor, Mail Code IL1-1710 Chicago, Illinois 60603 Re: Phase I Environmental Site Assessment of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road in Winter Springs, Florida PM Environmental, Inc. Project No. 18-3732-0-0001 OVP No. 38100P310145 Dear Ms. Seltzer: PM Environmental, Incorporated (PM) has completed the Phase I Environmental Site Assessment (ESA) of the above referenced property. This Phase I ESA was conducted in accordance with (1) the United States Environmental Protection Agency (USEPA) Standards and Practices for All Appropriate Inquiries {(AAI), 40 CFR Part 312}; (2) guidelines established by the American Society for Testing and Materials (ASTM) in the Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process / Designation E 1527-13 (ASTM Standard Practice E 1527-13); and (3) JPMorgan Chase Real Estate Guidance Document. The Phase I ESA for the above referenced property represents the product of PM’s professional expertise and judgment in the environmental consulting industry, and it is reasonable for JPMORGAN CHASE & CO., ITS SUBSIDIARIES AND AFFILIATES to rely on PM’s Phase I ESA report. If you have any questions related to this report, please do not hesitate to contact our office at 800.313.2966. Sincerely, PM ENVIRONMENTAL, INC. Michael Green, CHMM Beth Sexton Representative for PM Environmental, Inc. National Due Diligence Manager 97 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Executive Summary Page i EXECUTIVE SUMMARY PM Environmental, Inc., (PM) was retained to conduct a Phase I Environmental Site Assessment (ESA) of the Proposed Chase Bank Branch located North of SR 434 and East of Tuscawilla Road, Winter Springs, Seminole County, Florida (hereafter referred to as the “subject property”). This Phase I ESA was conducted in accordance with (1) the United States Environmental Protection Agency (USEPA) Standards and Practices for All Appropriate Inquiries {(AAI), 40 CFR Part 312}; (2) guidelines established by the American Society for Testing and Materials (ASTM) in the Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process / Designation E 1527-13 (ASTM Standard Practice E 1527-13); and (3) JPMorgan Chase Real Estate Guidance Document. THE REPORT WAS PREPARED FOR THE EXCLUSIVE USE OF JPMORGAN CHASE & CO., ITS SUBSIDIARIES AND AFFILIATES, WHOM MAY RELY ON THE REPORT’S CONTENTS. The following table provides a brief summary of the information obtained during the completion of this investigation: Item Comments Site Reconnaissance Date & Inspector June 21, 2018 by Michael Green for PM Number of Parcels and Acreage One parcel containing 0.75 acres of a larger parent parcel (Parcel ID No. 06-21-31-506-0000-0040) Number of Buildings and Square Footage No current buildings or structures Dates of Construction and Significant Additions for Buildings No historic buildings or structures Name of Current Subject Property Occupant(s) No current occupant(s) Current Property Use/Operations Vacant wooded land Prior Property Use(s) 1940-Current: Vacant land Current Significant Hazardous Substance Use/Storage None identified during completion of this assessment Current Aboveground Storage Tanks (ASTs) None identified during completion of this assessment Current Underground Storage Tanks (USTs) None identified during completion of this assessment Summary of Environmental Database Findings No additional sites of potential concern were identified. 98 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Executive Summary Page ii The following table summarizes the conditions identified as part of this assessment. Type of Condition Identified During the Course of this Assessment De Minimis Condition No Significant Data Gap No Historical Recognized Environmental Condition (HREC) No Controlled Recognized Environmental Condition (CREC) No Recognized Environmental Condition (REC) No Recommendations We have performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E 1527-13 of the Proposed Chase Bank Branch located North of SR 434 and East of Tuscawilla Road, Winter Springs, Seminole County, Florida, the property. Any exceptions to, or deletions from, this practice are described in Section 1.4 of this report. This assessment has revealed no evidence of recognized environmental conditions connected with the property. No further investigation is recommended. The summary presented above is general in nature and should not be considered apart from the entire text of the report, which contains the qualifications, considerations and subject property details mentioned herein. Details of findings and conclusions are elaborated upon in this report. This report has been reviewed for its completeness and accuracy. If you have any questions related to this report, please do not hesitate to contact our office at 800.313.2966. REPORT PREPARED BY: REPORT REVIEWED BY: PM Environmental, Inc. PM Environmental, Inc. Michael Green, CHMM Beth Sexton Representative for PM Environmental, Inc. National Due Diligence Manager 99 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Table of Contents Page i TABLE OF CONTENTS 1.0 INTRODUCTION ............................................................................................................ 1 1.1: Purpose and Scope of Services .................................................................................... 1 1.2: Methodology .................................................................................................................. 1 1.3: Significant Assumptions ................................................................................................ 1 1.4: Limitations, Deviations, and Exceptions ........................................................................ 1 1.5: Special Terms and Conditions ....................................................................................... 2 1.6: User Reliance ................................................................................................................ 2 2.0 SITE DESCRIPTION ...................................................................................................... 2 2.1: Site Location and Legal Description .............................................................................. 2 2.2: Site and Vicinity Characteristics .................................................................................... 2 2.3: Current Use of the Property ........................................................................................... 2 2.4: Description of Structures, Roads or other Improvements on the Site ............................. 2 2.5: Current Use of Adjoining Properties .............................................................................. 3 3.0 USER PROVIDED INFORMATION ................................................................................ 3 3.1: Recorded Land Title Records ........................................................................................ 3 3.2: Environmental Liens and Activity and Use Limitations ................................................... 3 3.3: Specialized Knowledge ................................................................................................. 3 3.4: Commonly Known or Reasonably Ascertainable Information......................................... 4 3.5: Valuation Reduction for Environmental Issues .............................................................. 4 3.6: Owner, Property Manager and Occupant Information .................................................... 4 3.7: Reason for Performing Phase I ESA ............................................................................. 4 4.0 ENVIRONMENTAL RECORDS REVIEW ....................................................................... 4 4.1: Standard Federal and State Sources ............................................................................. 4 4.1.1: Subject Property and Occupant Listings ............................................................... 5 4.1.2: Adjoining and Nearby Sites ................................................................................... 5 4.2: Additional Environmental Sources ................................................................................. 6 4.3: Physical Setting Sources ............................................................................................... 7 4.4: Historical Use Information ............................................................................................. 8 4.4.1: Historical Maps ..................................................................................................... 8 4.4.2: Local Street Directories ........................................................................................ 9 4.4.3: Previous Environmental Reports........................................................................... 9 4.4.4: Summary of Historical Use ................................................................................... 9 4.5: Historical Use Information on Adjoining Properties ........................................................ 9 5.0 SITE RECONNAISSANCE ............................................................................................10 5.1: Subject Property Observations .....................................................................................10 5.2: Non-ASTM Scope Considerations ................................................................................11 6.0 INTERVIEWS ................................................................................................................11 7.0 FINDINGS, OPINIONS AND CONCLUSIONS ...............................................................12 7.1: De Minimis Condition ...................................................................................................12 7.2: Significant Data Gaps ...................................................................................................12 7.3: Historical Recognized Environmental Conditions (HRECs) ..........................................13 7.4: Controlled Recognized Environmental Conditions (CRECs) .........................................13 7.5: Recognized Environmental Conditions (RECs).............................................................13 7.6: Recommendations .......................................................................................................13 8.0 SIGNATURE(S) OF ENVIRONMENTAL PROFESSIONAL(S) ......................................13 9.0 REFERENCES ..............................................................................................................14 100 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Table of Contents Page ii FIGURES Figure 1: Site Location Map Figure 2: Site Plan APPENDICES Appendix A: Property Photographs from Site Reconnaissance Appendix B: Correspondence and Supporting Documentation Appendix C: Previous Site Investigations Appendix D: Regulatory Database and File Review Correspondence Appendix E: Professional Resumes Appendix F: Acronyms and Terminology, Scope of Work, ASTM Reference Document, and User’s Continuing Obligations under CERCLA 101 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Page 1 1.0 INTRODUCTION 1.1: Purpose and Scope of Services The purpose of this Phase I ESA was to evaluate the current and historical conditions of the subject property in an effort to identify recognized environmental conditions (RECs), controlled recognized environmental conditions (CRECs), and historical recognized environmental conditions (HRECs) in connection with the subject property. This Phase I ESA is intended to reduce, but not eliminate, uncertainty regarding the potential for RECs, CRECs, and HRECs in connection with the subject property. Acronyms and terms used in this report are described in Appendix F. Additionally, PM’s scope of services is included in Appendix F. 1.2: Methodology This Phase I ESA was conducted in accordance with (1) the United States Environmental Protection Agency (USEPA) Standards and Practices for All Appropriate Inquiries {(AAI), 40 CFR Part 312}; (2) guidelines established by the American Society for Testing and Materials (ASTM) in the Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process / Designation E 1527-13 (ASTM Standard Practice E 1527-13); and (3) JPMorgan Chase Real Estate Guidance Document. 1.3: Significant Assumptions Pursuant to ASTM Standard Practice E 1527-13, PM assumes that the information provided by all sources and parties, including the User, is accurate and complete, except where obvious inconsistencies or inaccuracies were identified. 1.4: Limitations, Deviations, and Exceptions There are no deviations from the ASTM Standard. Non-ASTM Scope considerations are included in Section 5.2. Any physical limitations identified during the completion of this report are referenced in Section 5.0. Due to changing environmental regulatory conditions and potential on-site or adjacent activities occurring after this assessment, the client may not presume the continuing applicability to the subject property of the conclusions in this assessment for more than 180 days after the report’s issuance date, per ASTM Standard Practice E 1527-13. PM Environmental, Inc. has no present or contemplated future ownership interest or financial interest in the real estate that is the subject of this Environmental Assessment Report; and Consultant has no personal interest with respect to the subject matter of the Environmental Assessment Report of the parties involved and consultant has no relationship with the property or the owners thereof which would prevent an independent analysis of the environmental or other conditions of the property. PM was not provided with a copy of the recorded land title records for subject property by the client and was not requested to complete a title search. Therefore, PM cannot comment on any potential relevant information that may have been obtained through review of these records. 102 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Page 2 1.5: Special Terms and Conditions To the best of PM’s knowledge, no special terms or conditions apply to the preparation of this Phase I ESA that would deviate the scope of work from the ASTM Standard Practice E 1527-13. 1.6: User Reliance The Phase I ESA for the above referenced property represents the product of PM’s professional expertise and judgment in the environmental consulting industry, and it is reasonable for JPMORGAN CHASE & CO., ITS SUBSIDIARIES AND AFFILIATES to rely on PM’s Phase I ESA report. 2.0 SITE DESCRIPTION The following sections provide general information about the subject property and surrounding areas. The subject property location is depicted on Figure 1, Site Location Map. A diagram of the subject property and adjoining properties is included as Figure 2, Site Plan. Photographs taken during the site reconnaissance are included in Appendix A. 2.1: Site Location and Legal Description The subject property is located north of SR 434 and east of Tuscawilla Road, Winter Springs, Seminole County, Florida, 32708. The legal description for the property, as obtained from the Seminole County Property Appraiser for the parent parcel is: Lot 4 Winter Springs Apartments – A Replat Plat Book (82) Pages (63- 66). The subject property consists of the western portion of this parcel, and consists of 0.75 acres of undeveloped land. The property is currently zoned: TC – Town Center District. 2.2: Site and Vicinity Characteristics The subject property located in a suburban area and is surrounded by a mixture of commercial and residential uses. 2.3: Current Use of the Property The subject property is vacant wooded land. 2.4: Description of Structures, Roads or other Improvements on the Site The subject property consists of approximately 0.75 acres vacant wooded land; no structures or other improvements are present. 103 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Page 3 2.5: Current Use of Adjoining Properties The following table provides information on current adjoining properties. Additional information about adjoining properties is included in Section 4.5. Location in Relation to Subject Property: Address Occupant Use North adjoining No Address None New Construction (Residential) East adjoining No Address None Vacant Land South adjoining 1205 E SR 434 Mobil Gasoline Dispensing Station West adjoining 1200 E SR 434 McDonald’s Fast Food Restaurant 3.0 USER PROVIDED INFORMATION The ASTM Standard defines a User as “the party seeking to use Practice E 1527 to complete an environmental site assessment. A User may include, without limitation, a potential purchaser of property, a potential tenant of property, an owner of property, a lender, or a property manager.” The User has specific obligations for completing a successful application of this practice as outlined in Section 6 of the ASTM Standard Practice E 1527-13. In order to qualify for one of the Landowner Liability Protections (LLPs) offered by the Small Business Liability Relief and Brownfield’s Revitalization Act of 2001 (the “Brownfield’s Amendments”) (if desired), the User must provide certain information (if available) identified in the User Questionnaire to the environmental professional. Failure to provide this information could result in a determination that “all appropriate inquiry” is not complete. Information provided by the User is referenced in Sections 3.1 through 3.7 of this report. A copy of the completed User Questionnaire is included in Appendix B. 3.1: Recorded Land Title Records PM was not provided with land title records for the subject property by the User and was not requested to complete a chain of title for the subject property. PM reviewed reasonably ascertainable environmental liens and activity and use limitation documents, and none were identified as part of this assessment. Based upon the information reviewed as part of this Phase I ESA, PM has not identified the lack of provided land title records as a data failure that represents a significant data gap. 3.2: Environmental Liens and Activity and Use Limitations The User reported no knowledge of environmental liens or activity and use limitations associated with the subject property. 3.3: Specialized Knowledge The User indicated no specialized knowledge or experience related to the subject property or nearby properties. 104 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Page 4 3.4: Commonly Known or Reasonably Ascertainable Information The User indicated no specialized knowledge of experience related to the subject property and nearby properties. 3.5: Valuation Reduction for Environmental Issues The User did not indicate any knowledge of a valuation reduction for the subject property because of environmental issues. 3.6: Owner, Property Manager and Occupant Information The User provided PM with relevant contact information. Interviews with relevant individuals are included in Section 6.0. 3.7: Reason for Performing Phase I ESA According to the User, this Phase I ESA was conducted as part of environmental due diligence related to a new lease for a bank branch. 4.0 ENVIRONMENTAL RECORDS REVIEW The following sections provide information obtained from standard and other regulatory and historical sources reviewed as part of this assessment. 4.1: Standard Federal and State Sources PM retained EDR to provide current regulatory database information compiled by a variety of federal and state regulatory agencies. A copy of the complete database is included in Appendix D. The following information was obtained: Type Regulatory Agency Database Approximate Minimum Search Distance (AMSD) Number of Sites within AMSD Federal National Priority List (NPL) Sites 1 mile 0 Federal Delisted National Priority List (DNPL) Sites ½ mile 0 Federal Comprehensive Environmental Response, Compensation, and Liability Information System (CERCLIS) Sites ½ mile 0 Federal CERCLIS No Further Remediation Action Planned (NFRAP) Sites subject property and adjoining properties 0 Federal Resource Conservation and Recovery Act (RCRA) Corrective Action Report (CORRACTS) Sites 1 mile 0 Federal RCRA non-CORRACTS Treatment, Storage or Disposal (TSD) Sites ½ mile 0 Federal RCRA Large Quantity Generators (LQG) Sites subject property and adjoining properties 0 Federal RCRA Small Quantity Generators (SQG) Sites subject property and adjoining properties 0 Federal RCRA Conditionally Exempt Small Quantity Generators (CESQG) Sites subject property and adjoining properties 0 105 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Page 5 Type Regulatory Agency Database Approximate Minimum Search Distance (AMSD) Number of Sites within AMSD Federal RCRA Non-Generators (NON-GEN) Sites subject property and adjoining properties 2 Federal US Brownfield Sites ½ mile 0 Federal Institutional Control / Engineering Control Registries subject property 0 Federal Environmental Response and Notification System (ERNS) subject property 0 State & Tribal Hazardous Waste Sites (HWS) (equivalents to NPL and CERCLIS) 1 mile 0 State & Tribal Delisted Hazardous Waste Sites (HWS) 1 mile 0 State & Tribal Solid Waste Facilities/Landfill Sites (SWLF) ½ mile 2 State & Tribal Historical Landfill Sites (HIST LF) ½ mile 0 State & Tribal Leaking Underground Storage Tank (LUST) Sites ½ mile 3 State & Tribal Registered Underground Storage Tank (UST) Sites subject property and adjoining properties 1 State & Tribal Institutional Control / Engineering Control Registries subject property 0 State & Tribal Brownfield Sites ½ mile 3 State DWM Contaminated Sites ½ mile 1 Either Unmappable Database Listings (a.k.a. Orphan Sites) database-dependent 0 4.1.1: Subject Property and Occupant Listings The subject property or its known occupants are not identified in the referenced databases. The subject property is listed on the State/Tribal Brownfield database as being located in the Town Center S.E.E.D. brownfield area. The designation of a brownfields area is based on the perceived presence of contamination and not the confirmed presence of contamination to qualify large municipal areas for brownfields economics incentives. Based on the nature of the listed and the lack of confirmed contamination on the subject property, PM has not identified this listing as a REC. 4.1.2: Adjoining and Nearby Sites PM’s review of the referenced databases also considered the potential or likelihood of contamination from adjoining and nearby sites. To evaluate which of the adjoining and nearby sites identified in the regulatory database report present an environmental risk to the subject property, PM considered the following criteria: The type of database on which the site is identified. The topographic position of the identified site relative to the subject property. The direction and distance of the identified site from the subject property. Local soil conditions in the subject property area. 106 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Page 6 The known or inferred groundwater flow direction in the subject property area. The status of the respective regulatory agency-required investigation(s) of the identified site, if any. Surface and subsurface obstructions and diversions (e.g., buildings, roads, sewer systems, utility service lines, rivers, lakes, and ditches) located between the identified site and the subject property. Only those sites that are judged to present a potential environmental risk to the subject property and/or warrant additional clarification are further evaluated. Using the referenced criteria, and based upon a review of readily available information contained within the regulatory database report, PM did not identify adjoining (i.e., bordering) or nearby sites (e.g., properties within a ¼- mile radius) listed in the regulatory database report that were judged to present a potential environmental risk to the subject property, with the exception of the following: Mobil Winter Springs #731– This site is identified as 1205 E SR 434 and is the south adjoining property. Review of the regulatory database indicates this site is identified as a RCRA Non- Generator with no reported violations. The site is listed on the UST database for the removal of four 10,000-gallon unleaded gasoline USTs in 2008, and two in-service USTs (one 20,000-gallon unleaded gasoline and one 10,000-gallon diesel) installed in 2008. The site is listed on the LUST database for a petroleum release in 1993. The site is currently in the State of Florida Petroleum restoration program (PRP) and assessment/remediation activities are currently ongoing. A site assessment report (SAR) completed in 2013 indicated no contaminants of concern (COCs) detected above regulatory standards in up-gradient (towards the subject property) point of compliance wells. Groundwater flow was to the southeast (parallel to the subject property). Based on the distance from the subject property to the UST basin (across East SR 434 and at least 250 feet), groundwater monitoring results (no COCs above regulatory standards in upgradient point of compliance wells), and confirmed groundwater flow to the southeast (parallel to the subject property), PM has not identified this site as a REC. Handy Way Food Store #3333 – This site is identified as 170 Tuscawilla Road and located approximately 550 feet to the southwest of the subject property. Review of the regulatory database indicates this site is listed on the UST database for the removal of five (one 12,000- gallon and four 10,000-gallon unleaded gasoline) USTs in 1995, and on the LUST database for petroleum releases in 1987 and 2000 (treated as combined release). Assessment/remediation activities were completed under the State of Florida’s Petroleum Liability and Rehabilitation Insurance Program (PLIRP), and the site received a Site Rehabilitation Completion Order (SRCO) in 2013. Based on the distance from the subject property (across East SR 434 Street and at least 550 feet), removal of the petroleum source, regulatory status (SRCO), and confirmed groundwater flow to the southeast (parallel to the subject property), PM has not identified this site as a REC. 4.2: Additional Environmental Sources PM reviewed additional environmental sources including municipal records, regulatory records, and other reasonably ascertainable resources to determine if additional sites of potential concern were identified. No additional sites of potential concern were identified outside of those already discussed in Section 4.1. Additional historical information obtained from these sources that is relevant to the historical narrative for this property is discussed in Section 4.4.3. 107 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Page 7 4.3: Physical Setting Sources PHYSICAL SETTING INFORMATION FOR THE SUBJECT PROPERTY AND SURROUNDING AREA SOURCE Topography: Refer to Figure 1 for an excerpt of the Topographic Map Site Elevation 41 feet above mean sea level (msl) United States Geological Survey Division (U.S.G.S.) 7.5-Minute Topographic Map of the Casselberry, Florida Quadrangle, 2012 Topographic Gradient Southeast Closest Surface Water Retention pond located approximately 1,200 feet to the northwest of the subject property located at approximately 40 feet above msl. General Soil Characteristics: Refer to Appendix B for a copy of the soil survey map and soil type descriptions Soil Type Tavares-Millhopper complex United States Department of Agriculture, Custom Soil Resource Report for Seminole County, Florida (October 2, 2017) Description Consists of fine sand to a depth of 64 inches below ground surface (bgs), underlain by sandy loam to a depth of 80 inches bgs. Drainage for these soils is reported as moderately well drained with a depth to water of above 42 to 60 inches bgs. The risk for corrosion potential is reported as low for uncoated steel and high for concrete. Soil Type EauGallie and Immokalee fine sands Description Consists of fine sand to a depth of 80 inches bgs. Drainage for these soils is reported as poorly drained with a depth to water of about six to 18 inches bgs. The risk for corrosion potential is reported as high for uncoated steel and concrete. Area Specific Geology/Hydrogeology Characteristics: Geology Consists of fine sand with traces of silt or silty sand to depths ranging from 10 to 15 feet bgs, the maximum depths explored. Previous site investigations for nearby properties Hydrogeology Groundwater was encountered at depths ranging between four and six feet bgs. Groundwater flow direction was calculated generally to southeast. Oil and Gas Wells: Current Oil and Gas Wells on Subject Property None identified Florida Department of Environmental Protection Mining and Mineral Regulation: Oil & Gas Maps Historical Oil and Gas Wells On Subject property None identified Flood Zone Information: Flood Zone Flood Zone X (unshaded): Area of Minimal Flood Hazard FEMA Flood Zone Maps Jurisdictional Waters and Wetlands Wetland Information None identified National Wetland Inventory Maps 108 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Page 8 PHYSICAL SETTING INFORMATION FOR THE SUBJECT PROPERTY AND SURROUNDING AREA SOURCE Radon: Radon Information Zone 3: Review of the USEPA's Radon Map indicated that the subject property is located in Zone 3, areas with a predicted average indoor radon screening level less than 2 pCi/L (picoCuries per liter of air). EPA Radon Maps for Seminole County, Florida 4.4: Historical Use Information PM reviewed reasonably ascertainable records to identify obvious uses of the subject property from the present, back to the property’s obvious first developed use, or back to 1940, whichever is earlier. Reasonably ascertainable records reviewed as part of this Phase I ESA documented the use of the property back to 1940. No data failure was identified. 4.4.1: Historical Maps PM reviewed reasonably ascertainable aerial photographs for the subject property area. The sources and years reviewed are identified in the table below. Relevant aerial photographs are included in Appendix B. PM attempted to review reasonably ascertainable Sanborn Fire Insurance Maps for the subject property. However, no Sanborn Fire Insurance Maps were available for the subject property (Appendix B). The following table summarizes the sources reviewed and the information obtained about the subject property from these sources. Information obtained about the adjoining properties from these sources is summarized in Section 4.5. Aerial Photographs Maps Summary Year and Source Summary of Information 1940 Aerial (EDR) The subject property appears to be vacant land; East SR 434 is present to the south. 1948 Aerial (EDR) Similar to the previous aerial year. 1952 Aerial (EDR) Similar to the previous aerial year. 1957 Aerial (EDR) Similar to the previous aerial year. 1964 Aerial (EDR) Similar to the previous aerial year. 1973 Aerial (EDR) Similar to the previous aerial year. 1980 Aerial (EDR) Similar to the previous aerial year. 1989 Aerial (EDR) Similar to the previous aerial year. 109 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Page 9 Year and Source Summary of Information 1993 Aerial (EDR) Similar to the previous aerial year. 1999 Aerial (EDR) Similar to the previous aerial year; East SR 434 has been widened. 2007 Aerial (EDR) Similar to the previous aerial year. 2010 Aerial (EDR) Similar to the previous aerial year. 2015 Aerial (EDR) Similar to the previous aerial year. 2017 Aerial (Google Earth) Similar to the previous aerial year. A summary of this information along with other historical sources is included in Section 4.4.5. 4.4.2: Local Street Directories The subject property is currently and has historically been vacant land with no assigned address. Therefore, no listings were available for review. PM reviewed listings for adjoining commercial properties. Information from these listings informed the conclusions in Section 4.5 of this report. 4.4.3: Previous Environmental Reports PM reviewed a previous Phase I ESA completed for the subject property and parcels to the north and east by Terracon Consultants, Inc. (Terracon) and dated January 20, 2017. At the time of the Phase I ESA, the subject property and other parcels were vacant land. Terracon documented similar historical information as included in this Phase I ESA. No RECs were identified. PM did not identify any significant deficiencies through review of the previous Phase I ESA, a copy of which is included in Appendix C. 4.4.4: Summary of Historical Use Standard and other historical sources were able to document that the subject property has been vacant wooded land since at least 1940 through the current day. 4.5: Historical Use Information on Adjoining Properties The following paragraphs provide information about the adjoining properties obtained through review of reasonably ascertainable information. Current occupants of the properties are discussed in Section 2.5. North Adjoining Property The north adjoining property, no address, was formerly vacant land and is currently under development as an apartment complex. This site does not appear to represent a potential environmental concern. 110 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Page 10 East Adjoining Property The east adjoining property is currently and has historically been vacant land. South Adjoining Property, across East SR 434 The south adjoining property, identified as 1205 East SR 434, was formerly vacant land and has been developed as a gasoline dispensing station since the early 1990s. This site is identified in the regulatory database. Refer to Section 4.1.2 for additional information. West Adjoining Property The west adjoining property, identified as 1200 East SR 434, was formerly vacant land and was developed with the current fast food restaurant in the mid-1990s. This site does not appear to represent a potential environmental concern. 5.0 SITE RECONNAISSANCE Reconnaissance Information PM Field Personnel: Michael Green Site Reconnaissance Date: June 21, 2018 Weather Conditions: Sunny, 92 Degrees Fahrenheit Escort: None Limitations: Observations limited by dense vegetation throughout the subject property. 5.1: Subject Property Observations The subject property consists of one parcel containing approximately 0.75 acres of heavily wooded vacant land. No buildings are present on the subject property. The following table summarizes the site observations. No affirmative responses were identified. Category Feature Observed Interior Equipment Elevators No Air Compressors No Incinerators No Waste Treatment Systems No Presses/Stamping Equipment No Press Pits No Hydraulic Lifts or In-ground hoists No Paint Booth No Plating Tanks No Lathes, Screw Machines, etc. No Radiological equipment No Aboveground Chemical or Other Waste Storage or Waste Streams Aboveground Storage Tanks (ASTs) No Drums, Barrels and/or Containers > 5 gallons No Chip Hoppers No Hazardous or Petroleum Waste Streams No Underground Storage Tanks No Fuel Dispensers No 111 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Page 11 Category Feature Observed Underground Chemical or Waste Storage, Drainage or Collection Systems Sumps or Cisterns No Dry Wells No Oil/Water Separators No Floor Drains, Trench Drains, etc. No Pipeline Markers No Exterior Observations Stressed Vegetation No Stained Soil or Pavement No Suspect Large Patches of Asphalt or Concrete No Monitoring Wells No Pad or Pole Mounted Transformers and/or Capacitors No Railroad Spurs No Emergency Generator No Soil Piles of Unknown Origin No Exterior Dumpsters with Staining No Leachate or Other Waste Seeps No Trash, Debris, and/or Other Waste Materials No Uncontrolled Dumping or Disposal Areas No Surface Water Discoloration, Sheen or Free Product No Strong, Pungent or Noxious Odors No Storm water retention or detention ponds No Storm drains No Pits, Ponds, Lagoons No Standing Surface Water, Swamps, Lakes, Rivers, Springs, or Surface Impoundments No Farm waste, feed lot spoils, or manure stockpiles No Known or potential prolonged use, misapplication, or storage / disposal of pesticides / herbicides No 5.2: Non-ASTM Scope Considerations PM has included a discussion of specific Non-ASTM Scope Considerations based upon industry standards and User requirements. Non-ASTM Item Observations or Information Potential Asbestos Containing Building Materials (ACBM) The subject property is vacant land with no structures, and therefore these items are not applicable. Lead Based Paint Visual Mold or Significant Moisture Damage 6.0 INTERVIEWS The objective of completing interviews with knowledgeable site contacts is to obtain information about the uses and physical characteristics of the property. In general, interviewees supported the information reviewed from other historical sources (i.e. aerial photos, city records, etc.). 112 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Page 12 Represents Interviewed Name and Title Length of Time Associated with Subject Property Comments Current Property Owner Yes Mr. Bryan Schultz / Property Owner One year Mr. Bryan Shultz indicated that the property has been undeveloped since he took ownership and to his knowledge the property was undeveloped land prior to his purchase in 2017. He is not aware of any USTs, ASTs, chemical releases, or environmental liens associated with the subject property or surrounding properties. Key Site Manager Former Property Owner No Not applicable Not applicable Contact information for the former owner was not reasonably ascertainable or provided by the User Current Occupant(s) No Not applicable Not applicable The subject property is currently vacant land, therefore, there are no current occupant(s). Former Occupant(s) No Not applicable Not applicable Contact information for the former occupants was not reasonably ascertainable or provided by the User Other(s) No Not applicable Not applicable No other relevant interviews were conducted as part of this Phase I ESA. 7.0 FINDINGS, OPINIONS AND CONCLUSIONS 7.1: De Minimis Condition A de minimis condition, as defined in the ASTM Standard, is a condition that generally does not present a threat to human health or the environment and generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Conditions determined to be de minimis are not RECs or CRECs. No de minimis conditions were identified during this assessment. 7.2: Significant Data Gaps A data gap, as defined in the ASTM Standard, is a lack of or inability to obtain information required by the ASTM Standard despite good faith efforts by the environmental professional to gather such information. The environmental professional must then determine whether these gaps are significant. PM did not identify or encounter any instances of significant data gaps during the course of this ESA. 113 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Page 13 7.3: Historical Recognized Environmental Conditions (HRECs) An HREC, as defined in the ASTM Standard, is a past release of hazardous substances or petroleum products that has occurred in connection with the subject property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted residential use criteria established by a regulatory authority, without subjecting the subject property to any required controls. PM has not identified any HRECs in association with the subject property. 7.4: Controlled Recognized Environmental Conditions (CRECs) A CREC, as defined in the ASTM Standard, is a recognized environmental condition (REC) resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls. PM has not identified any CRECs in association with the subject property. 7.5: Recognized Environmental Conditions (RECs) We have performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E 1527-13 of the Proposed Chase Bank Branch located North of SR 434 and East of Tuscawilla Road, Winter Springs, Seminole County, Florida, the property. Any exceptions to, or deletions from, this practice are described in Section 1.4 of this report. This assessment has revealed no evidence of recognized environmental conditions connected with the property. 7.6: Recommendations We have performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E 1527-13 of the Proposed Chase Bank Branch located North of SR 434 and East of Tuscawilla Road, Winter Springs, Seminole County, Florida, the property. Any exceptions to, or deletions from, this practice are described in Section 1.4 of this report. This assessment has revealed no evidence of recognized environmental conditions connected with the property. Therefore, no further investigation is recommended at this time. 8.0 SIGNATURE(S) OF ENVIRONMENTAL PROFESSIONAL(S) We declare that, to the best of our professional knowledge and belief, we meet the definition of Environmental professional as defined in §312.10 of 40 CFR 312 and we have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. We have developed and performed the all appropriate inquires in conformance with the standards and practices set forth in 40 CFR Part 312. Michael Green, CHMM Beth Sexton Representative for PM Environmental, Inc. National Due Diligence Manager 114 Phase I ESA of the Proposed Chase Bank Branch Located North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001; July 12, 2018 PM Environmental, Inc. Page 14 9.0 REFERENCES The following published sources were utilized during completion of this Phase I ESA: Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, ASTM, ASTM Designation E 1527-13, Published November 2013. United States Geological Survey Division (U.S.G.S.) 7.5 Minute Topographic Map Casselberry, Florida Quadrangle, 2012. Custom Soil Survey of Seminole County, Florida, U.S. Department of Agriculture, October 2017. EDR Digital Archive of Local Street Directories. Years reviewed and coverage provided: 1992-2014. Polk’s City Directories provided by EDR. Years reviewed: 1968-1986. Years provided with coverage: None In addition, PM reviewed the following previous site investigation: Name of Report Date of Report Company that Prepared Report Phase I ESA 1-20-2017 Terracon Consultants, Inc. (Terracon) 115 Figures 116 Figure 1: Site Location Map Proposed Chase Bank Branch North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001 United States Geological Survey Division (U.S.G.S.) 7.5-Minute Topographic Map of the Casselberry, Florida Quadrangle 117 Figure 2: Site Plan Proposed Chase Bank Branch North of SR 434 and East of Tuscawilla Road, Winter Springs, Florida PM Project No. 18-3732-0-0001 118 Appendix A 119 SITE PHOTOGRAPHS 120 Photographs From Site Reconnaissance PM Project No. 18-3732-0-0001 Location: SR 434 and Tuscawilla Road, Winter Springs, Florida Photograph 1 View looking east at the south portion of the subject property. Photograph 2 View looking north at the west portion of the subject property. 121 Photographs From Site Reconnaissance PM Project No. 18-3732-0-0001 Location: NEC SR 434 and Tuscawilla Road, Winter Springs, Florida Photograph 3 View looking north at the east portion of the subject property. Photograph 4 View looking south at the east portion of the subject property. 122 Photographs From Site Reconnaissance PM Project No. 18-3732-0-0001 Location: NEC SR 434 and Tuscawilla Road, Winter Springs, Florida Photograph 5 View looking east at the north portion of the subject property. Photograph 6 View looking south at the west portion of the subject property. 123 Photographs From Site Reconnaissance PM Project No. 18-3732-0-0001 Location: NEC SR 434 and Tuscawilla Road, Winter Springs, Florida Photograph 7 View looking north at the west portion of the subject property. Photograph 8 North adjoining property (New Construction – Residential) 124 Photographs From Site Reconnaissance PM Project No. 18-3732-0-0001 Location: NEC SR 434 and Tuscawilla Road, Winter Springs, Florida Photograph 9 East adjoining property (Vacant Land). Photograph 10 South adjoining property (Mobil). 125 Photographs From Site Reconnaissance PM Project No. 18-3732-0-0001 Location: NEC SR 434 and Tuscawilla Road, Winter Springs, Florida Photograph 11 West adjoining property (McDonald’s) 126 Appendix B 127 USER QUESTIONNAIRE 128 129 130 131 SOIL SURVEY INFORMATION 132 United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Seminole County, FloridaNatural Resources Conservation Service June 18, 2018133 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/? cid=nrcs142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 134 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 135 Contents Preface....................................................................................................................2 How Soil Surveys Are Made..................................................................................5 Soil Map..................................................................................................................8 Soil Map................................................................................................................9 Legend................................................................................................................10 Map Unit Legend................................................................................................11 Map Unit Descriptions.........................................................................................11 Seminole County, Florida................................................................................13 13—EauGallie and Immokalee fine sands..................................................13 31—Tavares-Millhopper complex, 0 to 5 percent slopes.............................15 Soil Information for All Uses...............................................................................18 Soil Reports........................................................................................................18 Soil Qualities and Features.............................................................................18 Soil Features...............................................................................................18 References............................................................................................................21 4 136 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 137 scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and Custom Soil Resource Report 6 138 identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. Custom Soil Resource Report 7 139 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8 140 9 Custom Soil Resource Report Soil Map 31743303174340317435031743603174370317438031743903174400317441031744203174430317444031744503174330317434031743503174360317437031743803174390317440031744103174420317443031744403174450474420 474430 474440 474450 474460 474470 474480 474490 474500 474420 474430 474440 474450 474460 474470 474480 474490 474500 28° 41' 49'' N 81° 15' 43'' W28° 41' 49'' N81° 15' 39'' W28° 41' 45'' N 81° 15' 43'' W28° 41' 45'' N 81° 15' 39'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 0 30 60 120 180 Feet 0 5 10 20 30 Meters Map Scale: 1:630 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. 141 MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:20,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Seminole County, Florida Survey Area Data: Version 16, Oct 2, 2017 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jan 19, 2015—Feb 20, 2015 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 10 142 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 13 EauGallie and Immokalee fine sands 0.1 13.9% 31 Tavares-Millhopper complex, 0 to 5 percent slopes 0.9 86.1% Totals for Area of Interest 1.0 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, Custom Soil Resource Report 11 143 onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Custom Soil Resource Report 12 144 Seminole County, Florida 13—EauGallie and Immokalee fine sands Map Unit Setting National map unit symbol: 1lmpx Elevation: 20 to 100 feet Mean annual precipitation: 46 to 54 inches Mean annual air temperature: 68 to 75 degrees F Frost-free period: 332 to 362 days Farmland classification: Not prime farmland Map Unit Composition Eaugallie and similar soils: 56 percent Immokalee and similar soils: 35 percent Minor components: 9 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Eaugallie Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down-slope shape: Convex Across-slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 6 inches: fine sand E - 6 to 18 inches: fine sand Bh - 18 to 30 inches: fine sand BE - 30 to 45 inches: fine sand Btg - 45 to 64 inches: sandy clay loam Cg - 64 to 80 inches: loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to high (0.06 to 1.98 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Moderate (about 6.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Custom Soil Resource Report 13 145 Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G155XB141FL) Other vegetative classification: South Florida Flatwoods (R155XY003FL) Hydric soil rating: No Description of Immokalee Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down-slope shape: Convex Across-slope shape: Linear Parent material: Sandy marine deposits Typical profile A - 0 to 4 inches: fine sand E - 4 to 42 inches: fine sand Bh - 42 to 62 inches: fine sand BC - 62 to 80 inches: fine sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Low (about 5.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G155XB141FL) Other vegetative classification: South Florida Flatwoods (R155XY003FL) Hydric soil rating: No Minor Components Malabar Percent of map unit: 9 percent Landform: Drainageways on marine terraces Landform position (three-dimensional): Dip Down-slope shape: Linear Across-slope shape: Concave Other vegetative classification: Slough (R155XY011FL) Hydric soil rating: Yes Custom Soil Resource Report 14 146 31—Tavares-Millhopper complex, 0 to 5 percent slopes Map Unit Setting National map unit symbol: 2w4gz Elevation: 20 to 150 feet Mean annual precipitation: 45 to 53 inches Mean annual air temperature: 70 to 77 degrees F Frost-free period: 350 to 365 days Farmland classification: Not prime farmland Map Unit Composition Tavares and similar soils: 63 percent Millhopper and similar soils: 32 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Tavares Setting Landform: Ridges on marine terraces, flats on marine terraces Landform position (two-dimensional): Shoulder Landform position (three-dimensional): Interfluve, rise Down-slope shape: Convex Across-slope shape: Linear Parent material: Eolian or sandy marine deposits Typical profile A - 0 to 6 inches: fine sand C - 6 to 80 inches: fine sand Properties and qualities Slope: 0 to 5 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Moderately well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95 to 19.98 in/hr) Depth to water table: About 42 to 72 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Very low (about 2.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3s Hydrologic Soil Group: A Custom Soil Resource Report 15 147 Forage suitability group: Sandy soils on rises, knolls, and ridges of mesic uplands (G154XB121FL) Hydric soil rating: No Description of Millhopper Setting Landform: Knolls on marine terraces, rises on marine terraces Landform position (two-dimensional): Summit Landform position (three-dimensional): Interfluve, riser Down-slope shape: Convex Across-slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 6 inches: fine sand E - 6 to 64 inches: fine sand Bt - 64 to 76 inches: sandy loam Btg - 76 to 80 inches: sandy clay loam Properties and qualities Slope: 0 to 5 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Moderately well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): Moderately low to high (0.06 to 1.98 in/hr) Depth to water table: About 42 to 60 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Low (about 4.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3s Hydrologic Soil Group: A Forage suitability group: Sandy soils on rises, knolls, and ridges of mesic uplands (G154XB121FL) Hydric soil rating: No Minor Components Candler Percent of map unit: 3 percent Landform: Knolls on marine terraces, ridges on marine terraces Landform position (two-dimensional): Summit, shoulder Landform position (three-dimensional): Interfluve Down-slope shape: Linear Across-slope shape: Convex Hydric soil rating: No Astatula Percent of map unit: 2 percent Landform: Ridges on marine terraces, hills on marine terraces Custom Soil Resource Report 16 148 Landform position (two-dimensional): Backslope Landform position (three-dimensional): Interfluve, side slope, tread Down-slope shape: Linear, convex Across-slope shape: Convex Other vegetative classification: Longleaf Pine-Turkey Oak Hills (R154XY002FL) Hydric soil rating: No Custom Soil Resource Report 17 149 Soil Information for All Uses Soil Reports The Soil Reports section includes various formatted tabular and narrative reports (tables) containing data for each selected soil map unit and each component of each unit. No aggregation of data has occurred as is done in reports in the Soil Properties and Qualities and Suitabilities and Limitations sections. The reports contain soil interpretive information as well as basic soil properties and qualities. A description of each report (table) is included. Soil Qualities and Features This folder contains tabular reports that present various soil qualities and features. The reports (tables) include all selected map units and components for each map unit. Soil qualities are behavior and performance attributes that are not directly measured, but are inferred from observations of dynamic conditions and from soil properties. Example soil qualities include natural drainage, and frost action. Soil features are attributes that are not directly part of the soil. Example soil features include slope and depth to restrictive layer. These features can greatly impact the use and management of the soil. Soil Features This table gives estimates of various soil features. The estimates are used in land use planning that involves engineering considerations. A restrictive layer is a nearly continuous layer that has one or more physical, chemical, or thermal properties that significantly impede the movement of water and air through the soil or that restrict roots or otherwise provide an unfavorable root environment. Examples are bedrock, cemented layers, dense layers, and frozen layers. The table indicates the hardness and thickness of the restrictive layer, both of which significantly affect the ease of excavation. Depth to top is the vertical distance from the soil surface to the upper boundary of the restrictive layer. Subsidence is the settlement of organic soils or of saturated mineral soils of very low density. Subsidence generally results from either desiccation and shrinkage, or oxidation of organic material, or both, following drainage. Subsidence takes place gradually, usually over a period of several years. The table shows the expected 18 150 initial subsidence, which usually is a result of drainage, and total subsidence, which results from a combination of factors. Potential for frost action is the likelihood of upward or lateral expansion of the soil caused by the formation of segregated ice lenses (frost heave) and the subsequent collapse of the soil and loss of strength on thawing. Frost action occurs when moisture moves into the freezing zone of the soil. Temperature, texture, density, saturated hydraulic conductivity (Ksat), content of organic matter, and depth to the water table are the most important factors considered in evaluating the potential for frost action. It is assumed that the soil is not insulated by vegetation or snow and is not artificially drained. Silty and highly structured, clayey soils that have a high water table in winter are the most susceptible to frost action. Well drained, very gravelly, or very sandy soils are the least susceptible. Frost heave and low soil strength during thawing cause damage to pavements and other rigid structures. Risk of corrosion pertains to potential soil-induced electrochemical or chemical action that corrodes or weakens uncoated steel or concrete. The rate of corrosion of uncoated steel is related to such factors as soil moisture, particle-size distribution, acidity, and electrical conductivity of the soil. The rate of corrosion of concrete is based mainly on the sulfate and sodium content, texture, moisture content, and acidity of the soil. Special site examination and design may be needed if the combination of factors results in a severe hazard of corrosion. The steel or concrete in installations that intersect soil boundaries or soil layers is more susceptible to corrosion than the steel or concrete in installations that are entirely within one kind of soil or within one soil layer. For uncoated steel, the risk of corrosion, expressed as low, moderate, or high, is based on soil drainage class, total acidity, electrical resistivity near field capacity, and electrical conductivity of the saturation extract. For concrete, the risk of corrosion also is expressed as low, moderate, or high. It is based on soil texture, acidity, and amount of sulfates in the saturation extract. Custom Soil Resource Report 19 151 Soil Features–Seminole County, Florida Map symbol and soil name Restrictive Layer Subsidence Potential for frost action Risk of corrosion Kind Depth to top Thickness Hardness Initial Total Uncoated steel Concrete Low-RV- High Range Low- High Low- High In In In In 13—EauGallie and Immokalee fine sands Eaugallie ————None High High Immokalee ————None High High Malabar ————None High Low 31—Tavares- Millhopper complex, 0 to 5 percent slopes Tavares ——0 0 None Low High Millhopper ——0 0 None Low High Candler ——0 0 None Low High Astatula ——0 0 None Low Moderate Custom Soil Resource Report 20 152 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 21 153 United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/? cid=nrcs142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf Custom Soil Resource Report 22 154 AERIAL PHOTOGRAPHS 155 2015 1"=500'Flight Year: 2015 USDA/NAIP 2010 1"=500'Flight Year: 2010 USDA/NAIP 2007 1"=500'Flight Year: 2007 USDA/NAIP 1999 1"=500'Acquisition Date: January 07, 1999 USGS/DOQQ 1993 1"=500'Flight Date: February 13, 1993 FLDOT 1989 1"=500'Flight Date: February 26, 1989 FLDOT 1980 1"=500'Flight Date: April 16, 1980 FLDOT 1973 1"=500'Flight Date: February 06, 1973 FLDOT 1964 1"=500'Flight Date: October 23, 1964 FLDOT 1957 1"=500'Flight Date: November 02, 1957 USGS 1952 1"=500'Flight Date: March 17, 1952 USGS 1948 1"=500'Flight Date: November 25, 1948 USGS 1940 1"=500'Flight Date: April 10, 1940 USGS EDR Aerial Photo Decade Package 06/19/18 NEC SR 434 and Tuscawilla Road Site Name:Client Name: PM Environmental, Inc. NEC SR 434 and Tuscawilla Road 3340 Ranger Road Winter Springs, FL 32708 Lansing, MI 48906 EDR Inquiry #5335716.8 Contact:David Balash Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. Search Results: Year Scale Details Source When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2018 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 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All other trademarks used herein are the property of their respective owners. 5335716 8-page 2156 5335716.8 2015 = 500'157 5335716.8 2010 = 500'158 5335716.8 2007 = 500'159 5335716.8 1999 = 500'160 5335716.8 1993 = 500'161 5335716.8 1989 = 500'162 5335716.8 1980 = 500'163 5335716.8 1973 = 500'164 5335716.8 1964 = 500'165 5335716.8 1957 = 500'166 5335716.8 1952 = 500'167 5335716.8 1948 = 500'168 5335716.8 1940 = 500'169 NO SANBORN FIRE INSURANCE MAPS 170 Certified Sanborn® Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com NEC SR 434 and Tuscawilla Road NEC SR 434 and Tuscawilla Road Winter Springs, FL 32708 June 18, 2018 5335716.3 171 Certified Sanborn® Map Report Certified Sanborn Results: Disclaimer - Copyright and Trademark Notice EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. page- The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866™ Limited Permission To Make Copies Sanborn® Library search results Contact:EDR Inquiry # Site Name: Client Name: Certification # PO # Project 06/18/18 NEC SR 434 and Tuscawilla Road NEC SR 434 and Tuscawilla Road PM Environmental, Inc. 3340 Ranger Road Winter Springs, FL 32708 5335716.3 Lansing, MI 48906 David Balash The Sanborn Library has been searched by EDR and maps covering the target property location as provided by PM Environmental, Inc. were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. 96D0-4D9F-865C NA UNMAPPED PROPERTY 18-3732-0-0001 This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found. Certification #: 96D0-4D9F-865C PM Environmental, Inc. (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request. This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2018 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 5335716 3 2 172 ASSESSING DEPARTMENT RECORDS 173 174 175 Appendix C 176 PREVIOUS SITE INVESTIGATION 177 Phase I Environmental Site Assessment Winter Springs Site Northwest Corner of State Road 434 and Michael Blake Boulevard Winter Springs, Seminole County,Florida January 20, 2017 Terracon Project No. H1177004 Prepared for: Catalyst Development Partners Atlanta, Georgia Prepared by: Terracon Consultants, Inc. Winter Park, Florida 178 179 TABLE OF CONTENTS Page No. EXECUTIVE SUMMARY .......................................................................................................................... i Findings ....................................................................................................................................... i Opinions and Conclusions ........................................................................................................... iii Recommendations ...................................................................................................................... iii 1.0 INTRODUCTION ........................................................................................................................ 1 1.1 Site Description .............................................................................................................. 1 1.2 Scope of Services........................................................................................................... 1 1.3 Standard of Care ............................................................................................................ 1 1.4 Additional Scope Limitations, ASTM Deviations and Data Gaps ...................................... 2 1.5 Reliance ......................................................................................................................... 3 1.6 Client Provided Information ............................................................................................. 3 2.0 PHYSICAL SETTING ................................................................................................................. 4 3.0 HISTORICAL USE INFORMATION ............................................................................................ 6 3.1 Historical Topographic Maps, Aerial Photographs, Sanborn Maps................................... 6 3.2 Historical City Directories ................................................................................................ 7 3.3 Site Ownership ............................................................................................................... 8 3.4 Title Search .................................................................................................................... 8 3.5 Environmental Liens and Activity and Use Limitations ..................................................... 8 3.6 Interviews Regarding Current and Historical Site Uses.................................................... 8 3.7 Prior Report Review ....................................................................................................... 9 4.0 RECORDS REVIEW ................................................................................................................... 9 4.1 Federal and State/Tribal Databases ................................................................................ 9 4.2 Local Agency Inquiries .................................................................................................. 12 4.3 Local Area Knowledge .................................................................................................. 13 5.0 SITE RECONNAISSANCE ....................................................................................................... 13 5.1 General Site Information ............................................................................................... 13 5.2 Overview of Current Site Occupants and Operations .................................................... 13 5.3 Site Observations ......................................................................................................... 14 6.0 ADJOINING PROPERTY RECONNAISSANCE ........................................................................ 16 7.0 ADDITIONAL SERVICES ......................................................................................................... 16 8.0 DECLARATION ........................................................................................................................ 16 180 TABLE OF CONTENTS (continued) APPENDICES APPENDIX A Exhibit 1 - Topographic Map, Exhibit 2 - Site Diagram APPENDIX B Site Photographs APPENDIX C Historical Documentation and User Questionnaire APPENDIX D Environmental Database Information APPENDIX E Credentials APPENDIX F Description of Terms and Acronyms 181 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable i EXECUTIVE SUMMARY This Phase I Environmental Site Assessment (ESA) was performed in accordance with Terracon Proposal No. PH1177004 dated January 4, 2017, and was conducted consistent with the procedures included in ASTM E1527-13,Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process. The ESA was conducted under the supervision or responsible charge of Mark W. Mulligan, Environmental Professional. Natthaphon Prapinpongsanone performed the site reconnaissance on January 17, 2017. Findings A summary of findings is provided below. It should be recognized that details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein. Site Description and Use The site is located on the northwest corner of State Road 434 and Michael Blake Boulevard, Winter Springs, Florida and consists of one undeveloped parcel (Seminole County Parcel Number 26-20-30-5AR-0A00-006C) a 17.37 acre tract of undeveloped land. Historical Information Based on a review of the historical resources, the site consisted of a mixture of grassed and wooded undeveloped land with unimproved roads throughout the site by at least 1948. The USGS Topographic Map, Casselberry, Florida, dated 1994, depicts a railroad running through the central portion of the site from the south to north. Although there is potential for the presence of arsenic in soils adjacent to historical railroads due to old railroad ties dipped in an arsenic solution, arsenic weed-control sprays, and arsenic-laced slag used as railroad bed fill, the potential presence of arsenic in soils were assess in 2015 and is further discussed below. By 2008, there is an apparent area on the eastern boundary with displaced soil. In 2015, a retention pond appears in the northwestern quadrant. Beginning by 1948 until the 1980’s, the surrounding properties consisted of apparent citrus groves wooded land, State Road 434, Tuskawilla Drive, Cross Seminole Trail and Michael Blake Boulevard. The adjoining property north of the site has remained wooded. The adjoining properties to the west was depicted with a commercial building in the 1990s, and Winter Springs Town Center was developed beyond Tuskawilla Road by 2008. An existing gasoline station (aka Mobil-Winter Springs #73) was adjoined south of the site beyond State Road 434 by 1995. The adjoining property east of the site beyond Michael Blake Boulevard was developed with an existing stormwater pond by 2015. 182 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable ii Records Review Mobil-Winter Springs #73, leaking underground storage tank (LUST), underground storage tank (UST) and Environmental Data Resources Inc. (EDR) Hist Auto facility, adjoins south of the site, across State Road 434. According to the EDR report, a petroleum discharge dated April 26, 1993, was determined eligible for Florida’s Petroleum Liability and Restoration Insurance Program (PLRIP). A Limited Closure Summary Report prepared by Groundwater & Environmental Services, Inc. dated December 11, 2008, benzene was detected at concentration exceeding Florida’s leachability based soil cleanup target level (SCTL), but below commercial SCTL. A Site Assessment Report prepared by CB&I dated July 30, 2013, benzene and naphthalene were detected at concentrations exceeding Florida’s groundwater cleanup target level (GCTLs), and groundwater was measured to southeast and east direction, toward the site. A Storage Tank Facility Annual Compliance Site Inspection Report prepared by the Florida Department of Environmental Protection (FDEP) dated December 19, 2016, indicated that the facility was minor out of compliance due to the lack of records for a review and the lack of testing of release detection device. Additional information associated with assessment was not identified on OCULUS website. However, based on analytical results of groundwater assessment at the site on November 24, 2015, the facility does not represent a recognized environmental condition (REC) at this time. The remaining facilities listed in the database report do not appear to represent RECs to the site at this time based upon regulatory status, apparent topographic gradient, and/or distance from the site. Previous Reports A previous Phase I Environmental Site Assessment report for the site dated October 28, 2015, was prepared by Terracon (Project No. H1157294). The report indicated that RECs were identified associated with the southwestern-adjoining and up-gradient Mobile gasoline station is still undergoing monitoring from a petroleum spill in 1993 and evidence on-site of a historical railroad. Potential historic application and releases of arsenic in connection with the historical railroad. The report recommended subsurface investigation for potential arsenic impacts in the shallow soils associated with the former railroad is recommended. Additionally, assessment of the groundwater along the southern boundary of the site should occur to determine if any petroleum impacted groundwater has migrated from the Mobile gasoline station onto the site. A Limited Site Investigation report for the site dated November 24, 2015, prepared by Terracon (Project No. H1157294). Soil and groundwater samples were collected to evaluate the identified RECs in the Phase I ESA report dated October 28, 2015. Groundwater was encountered approximately 9 to 10 feet below ground surface (bgs). Analytical results of contaminant of concerns in soil and groundwater samples did not exceed Florida’s cleanup target levels. The report indicated that based on the results of the investigation additional assessment of the RECs identified in the previous Phase I ESA at the site does not appear warranted. 183 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable iii Site Reconnaissance At the time of the site reconnaissance, the site was partially wooded land. Indications of RECs were not observed within the site at the time of reconnaissance. Adjoining Properties Currently, the adjoining properties to the north are Cross Seminole Trail and wooded land. Michael Blake Boulevard adjoins east of the site followed by wooded land and a stormwater pond. State Road 434 adjoins south of the site followed by wooded and Mobil gasoline station. The adjoining property to the west is McDonalds followed by Tuskawilla Road and Winter Springs Town Center. Indications of RECs were not observed in connection with reconnaissance of the adjoining properties. Opinions and Conclusions We have performed a Phase I ESA consistent with the procedures included in ASTM Practice E 1527-13 on Wawa site located on Northwest Corner of State Road 434 and Michael Blake Boulevard in Winter Springs, Seminole County, Florida. RECs were not identified in connection with the property. Recommendations Based on the scope of services, limitations, and findings of this assessment, Terracon did not identify RECs, which, in our opinion, warrant additional investigation at this time. 184 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable 1 1.0 INTRODUCTION 1.1 Site Description Site Name Winter Springs Site Site Location/Address Northwest Corner of State Road 434 and Michael Blake Boulevard, Winter Springs, Seminole County, Florida Land Area 17.37 acres Site Improvements Undeveloped land The site location is depicted on Exhibit 1 of Appendix A, which was reproduced from a portion of the USGS 7.5-minute series topographic map. A Site Diagram of the site and adjoining properties is included as Exhibit 2 of Appendix A. Acronyms and terms used in this report are described in Appendix F. 1.2 Scope of Services This Phase I ESA was performed in accordance with Terracon Proposal No. PH1177004 dated January 4, 2017, and was conducted consistent with the procedures included in ASTM E1527- 13,Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process. The purpose of this ESA was to assist the client in developing information to identify RECs in connection with the site as reflected by the scope of this report. This purpose was undertaken through user-provided information, a regulatory database review, historical and physical records review, interviews, including local government inquiries, as applicable, and a visual noninvasive reconnaissance of the site and adjoining properties. Limitations, ASTM deviations, and significant data gaps (if identified) are noted in the applicable sections of the report. 1.3 Standard of Care This ESA was performed in accordance with generally accepted practices of this profession, undertaken in similar studies at the same time and in the same geographical area. We have endeavored to meet this standard of care, but may be limited by conditions encountered during performance, a client-driven scope of work, or inability to review information not received by the report date. Where appropriate, these limitations are discussed in the text of the report, and an evaluation of their significance with respect to our findings has been conducted. Phase I ESAs, such as the one performed at this site, are of limited scope, are noninvasive, and cannot eliminate the potential that hazardous, toxic, or petroleum substances are present or have been released at the site beyond what is identified by the limited scope of this ESA. In conducting the limited scope of services described herein, certain sources of information and public records 185 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable 2 were not reviewed. It should be recognized that environmental concerns may be documented in public records that were not reviewed. No ESA can wholly eliminate uncertainty regarding the potential for RECs in connection with a property. Performance of this practice is intended to reduce, but not eliminate, uncertainty regarding the potential for RECs. No warranties, express or implied, are intended or made. The limitations herein must be considered when the user of this report formulates opinions as to risks associated with the site or otherwise uses the report for any other purpose. These risks may be further evaluated – but not eliminated – through additional research or assessment. We will, upon request, advise you of additional research or assessment options that may be available and associated costs. 1.4 Additional Scope Limitations, ASTM Deviations and Data Gaps Based upon the agreed-on scope of services, this ESA did not include subsurface or other invasive assessments, vapor intrusion assessments or indoor air quality assessments (i.e. evaluation of the presence of vapors within a building structure), business environmental risk evaluations, or other services not particularly identified and discussed herein. Credentials of the company (Statement of Qualifications) have not been included in this report but are available upon request. Pertinent documents are referred to in the text of this report, and a separate reference section has not been included. Reasonable attempts were made to obtain information within the scope and time constraints set forth by the client; however, in some instances, information requested is not, or was not, received by the issuance date of the report. Information obtained for this ESA was received from several sources that we believe to be reliable; nonetheless, the authenticity or reliability of these sources cannot and is not warranted hereunder. This ESA was further limited by the following: n Historical information was not ascertainable prior to 1948. n Reasonable attempts were made to contact the site owner and local government officials; however, at the issuance of this report, responses had not been received from the Seminole County Fire Department. n Terracon attempted to contact the current owner, Winter Springs Holdings Inc, and the previous owners, Main Street Associates LLC, Schrimsher Land Fund V Ltd, Schrimsher Land Fund 1986 II Ltd, Schrimsher Land Fund VI Ltd, Schrimsher Inc and Schrimsher Land Fund 1985 Ltd, identified on the Seminole County Property Appraiser website; however, contact information was not identified through Whitepages.com. n During the visual site reconnaissance, certain portion of the site was covered by dense unmaintained ground vegetation and wooded land, which limited the observation of surface conditions. 186 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable 3 An evaluation of the significance of limitations and missing information with respect to our findings has been conducted, and where appropriate, significant data gaps are identified and discussed in the text of the report. However, it should be recognized that an evaluation of significant data gaps is based on the information available at the time of report issuance, and an evaluation of information received after the report issuance date may result in an alteration of our conclusions, recommendations, or opinions. We have no obligation to provide information obtained or discovered by us after the issuance date of the report, or to perform any additional services, regardless of whether the information would affect any conclusions, recommendations, or opinions in the report. This disclaimer specifically applies to any information that has not been provided by the client. This report represents our service to you as of the report date and constitutes our final document; its text may not be altered after final issuance. Findings in this report are based upon the site’s current utilization, information derived from the most recent reconnaissance and from other activities described herein; such information is subject to change. Certain indicators of the presence of hazardous substances or petroleum products may have been latent, inaccessible, unobservable, or not present during the most recent reconnaissance and may subsequently become observable (such as after site renovation or development). Further, these services are not to be construed as legal interpretation or advice. 1.5 Reliance This ESA report is prepared for the exclusive use and reliance of Catalyst Development Partners, Winter Springs Apartments, LP, RECAP Opportunity Fund II, L.P., a Delaware limited partnership and Fifth Third Bank, an Ohio Corp.Use or reliance by any other party is prohibited without the written authorization of Catalyst Development Partners and Terracon Consultants, Inc. (Terracon). Reliance on the ESA by the client and all authorized parties will be subject to the terms, conditions and limitations stated in the proposal, ESA report, and Terracon’s Agreement. The limitation of liability defined in the Agreement is the aggregate limit of Terracon’s liability to the client and all relying parties. Continued viability of this report is subject to ASTM E1527-13 Sections 4.6 and 4.8. If the ESA will be used by a different user (third party) than the user for whom the ESA was originally prepared, the third party must also satisfy the user’s responsibilities in Section 6 of ASTM E1527- 13. 1.6 Client Provided Information Prior to the site visit, Mr. Mark Mechlowitz, client’s representative, was asked to provide the following user questionnaire information as described in ASTM E1527-13 Section 6. 187 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable 4 Client Questionnaire Responses Client Questionnaire Item Client Did Not Respond Client’s Response Yes No Unknown Specialized Knowledge or Experience that is material to a REC in connection with the site. X Actual Knowledge of Environmental Liens or Activity Use Limitations (AULs) that may encumber the site. X Actual Knowledge of a Lower Purchase Price because contamination is known or believed to be present at the site. X Commonly Known or Reasonably Ascertainable Information that is material to a REC in connection with the site. X Obvious Indicators of Contamination at the site.X Terracon’s consideration of the client provided information did not identify RECs. A copy of the questionnaire is included in Appendix C. 2.0 PHYSICAL SETTING Physical Setting Physical Setting Information Source Topography (Refer to Appendix A for an excerpt of the Topographic Map) Site Elevation Approximately 25 - 40 feet (NGVD) USGS Topographic Map, Casselberry, Florida, 7.5 minute series (Quadrangle), Date 1994 Surface Runoff/ Topographic Gradient The site and the surrounding properties slope towards the north-northeast. Closest Surface Water A stormwater pond is location on the northeast portion of the site. Soil Characteristics Soil Type EauGallie and Immokalee fine sands – 13 Brighton, Samsula, and Sanibel mucks – 17 Pomello fine sand– 27 St. Johns and EauGallie fine sands – 29 Tavares-Millhopper fine sands - 31 Natural Resource Conservation Service (NRCS) Web Soil Survey:http://websoilsu rvey.nrcs.usda.gov/appDescription EauGallie and Immokalee fine sands is on flatswoods or marine terraces. The parent material consists of Sandy and loamy marine deposits. Depth to the water is approximately 6 to 18 inches 188 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable 5 Physical Setting Information Source Brighton, Samsula, and Sanibel mucks is on depressions on marine terraces. The parent material consists of woody organic material. Depth to the water is approximately 0 inches Pomello sand is on flats or rises on marine terraces. The parent material consists of sandy marine deposits. Depth to the water is approximately 24 to 42 inches Tavares fine sand is on flats or ridges on marine terraces. The parent material consists of eolian or sandy marine deposits. Depth to the water is approximately 42 to 72 inches. Tavares-Millhopper fine sands is on knolls on marine terraces, ridges on marine terraces. The parent material consists of eolian or sandy marine deposits. Depth to the water is approximately 43 to 72 inches Geology/Hydrogeology Formation Undifferentiated Quaternary Sediments (Qu) Schmidt, Walter, Florida Geological Survey, Open File Report 80, Text to Accompany the Geological Map of Florida,2001 Description Undifferentiated Quaternary Sediments - Much of Florida’s surface is covered by a varying thickness of undifferentiated sediments consisting of siliciclastics, organics and freshwater carbonates. The siliciclastics are light gray, tan, brown to black, unconsolidated to poorly consolidated, clean to clayey, silty, unfossiliferous, variably organic- bearing sands to blue green to olive green, poorly to moderately consolidated, sandy, silty clays. Gravel is occasionally present in the panhandle. Organics occur as plant debris, roots, disseminated organic matrix and beds of peat. Estimated Depth to First Occurrence of Groundwater Approximately 9 to 10 feet bgs A Limited Site Investigation report for the site dated November 24, 2015, prepared by Terracon *Hydrogeologic Gradient A Site Assessment Report for Mobil-Winter Springs #73 facility adjoining south of the site, across State Road 434, prepared by CB&I dated July 30, 2013, groundwater was measured to southeast and east direction. * The groundwater flow direction and the depth to shallow, unconfined groundwater, if present, would likely vary depending upon seasonal variations in rainfall and other hydrogeological features. Without the benefit of on-site groundwater monitoring wells surveyed to a datum, groundwater depth and flow direction beneath the site cannot be directly ascertained. 189 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable 6 3.0 HISTORICAL USE INFORMATION Terracon reviewed the following historical sources to develop a history of the previous uses of the site and surrounding area, in order to help identify past uses for indications of RECs. Copies of selected historical documents are included in Appendix C. 3.1 Historical Topographic Maps, Aerial Photographs, Sanborn Maps Readily available historical USGS topographic maps, selected historical aerial photographs (at approximately 10 to 15 year intervals) and historical fire insurance maps produced by the Sanborn Map Company were reviewed to evaluate land development and obtain information concerning the history of development on and near the site. Reviewed historical topographic maps, aerial photographs and Sanborn Maps are summarized below. Historical fire insurance maps produced by the Sanborn Map Company were requested from EDR to evaluate past uses and relevant characteristics of the site and surrounding properties. EDR provided Sanborn maps as summarized below. n Topographic map: Casselberry, Florida Quadrangle, published in 1994 n Aerial photograph: PALMM, 1948, Digital PALMM, 1958, Digital PALMM, 1972, Digital FDOT, 1980, Digital FDOT, 1995, Digital Google Earth, 2008, Digital Google Earth, 2015, Digital Google Earth, 2016, Digital n Sanborn Fire Insurance Map(s): Not Available Historical Topographic Maps and Aerial Photographs Direction Description Site 1948, 1958, 1972, 1980, 1994, 1995: Undeveloped, partially wooded land with undeveloped roads throughout. Railroad through the western portion of the site. 2008:There appears to be disturbed soil along the eastern boundary of the site 2015, 2016:There appears to be a retention pond in the northeastern quadrant. North 1948, 1958, 1972, 1980, 1994, 1995: Undeveloped, partially wooded land with undeveloped roads throughout. Railroad through the northwestern portion. 2008, 2015, 2016: A road developed outside the northern boundary of the site. 190 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable 7 Direction Description East 1948, 1958, 1972, 1980, 1994, 1995: Undeveloped, partially wooded land with undeveloped roads throughout. 2008: to the north a road developed and continued east of the site. 2015, 2016: A road developed outside the eastern boundary of the site. A retention pond developed to the north of the eastern adjacent property. South 1948, 1958, 1972, 1980: An undeveloped road followed by wooded land and undeveloped roads throughout. Railroad through the southwestern portion. 1994,1995, 2008, 2015, 2016: A developed road that is now known as SR 434, a Mobile gasoline station, followed by wooded land. West 1948, 1958, 1972, 1980:An undeveloped road followed by what appears to be unmaintained citrus grove and undeveloped land. 1994, 1995:There appears to be a structure outside the southwestern boundary 2008, 2015, 2016:A developed road (Tuskawilla Drive) followed by a retail development with an associated parking area. 3.2 Historical City Directories The City Directory Comp city directories used in this study were made available through City Directory Source (selected years reviewed: 1968, 1972, 1977, 1982, 1987, 1992, 1995, 1999, 2003, 2008, 2013) and were reviewed at approximate five-year intervals, if readily available. Since these references are copyright protected, reproductions are not provided in this report. Street listings not available prior to 1968. The current street address for the site was identified as Northwest Corner of State Road 434 and Michael Blake Boulevard Historical City Directories Direction Description Site Historically undeveloped land North Historically undeveloped land East Historically undeveloped land South 1205 East State Road 434: No listing (1968, 1972, 1977, 1982, 1987, 1992, 1995), Mobile Oil Corp (1999, 2003) Exxon Mobile Oil Corp (2008, 2013) 191 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable 8 Direction Description West 1170 Tree Swallow Drive: No Listing (1968, 1972, 1977, 1982, 1987, 1992, 1995, 1999, 2003) abs services inc, chin 2 llc, devco foods inc, dhl auto brokers inc, elite options, great food concepts 03 llc, hoggy boss entertainment inc, impact food group llc, microshield environmental services l, sigma networks inc, the ups store (2008, 2013) 1200 East State Road 434: No Listing (1968, 1972, 1977, 1982, 1987, 1992, 1995, 1999, 2003) McDonalds Restaurants (2008, 2013) 150 Tuskawilla Road: No Listing (1968, 1972, 1977, 1982, 1987, 1992, 1995, 1999) Laverne Kingsbury (2003, 2008) C. Kingsbury (2013) 154 Tuskawilla Road: No Listing (1968, 1972, 1977, 1982, 1987, 1992, 1995, 1999, 2003, 2008) Amanda Mudlock, Chris Chaffin, Christopher Kintner, Emily Mcloughlin, Gregory Stone, Horace Esclavon, Richard Warrick, Tracy Osullivan (2013) 156 Tuskawilla Road: No Listing (1968, 1972, 1977, 1982, 1987, 1992, 1995, 1999, 2003) Box Office Hair Productions (2008) Birchell Insurance, Box Office Hair Productions, Mango Spice Eatery & Pub (2013) 3.3 Site Ownership Based on a review of information obtained from the Seminole County Property Appraiser’s records, the site consists of one parcel (Seminole County Property Appraiser parcel 26-20-30- 5AR-0A00-006C) totaling approximately 17.37 acres of land. The current site owner for the site was identified as Winter Springs Holdings Inc. 3.4 Title Search At the direction of the client, a title search was not included as part of the scope of services. Unless notified otherwise, we assume that the client is evaluating this information outside the scope of this report. 3.5 Environmental Liens and Activity and Use Limitations Environmental lien and activity and use limitation records recorded against the site were not provided by the client. At the direction of the client, performance of a review of these records was not included as part of the scope of services and unless notified otherwise, we assume that the client is evaluating this information outside the scope of this report. 3.6 Interviews Regarding Current and Historical Site Uses Terracon attempted to contact the current owner, Winter Springs Holdings Inc, and the previous owners, Main Street Associates LLC, Schrimsher Land Fund V Ltd, Schrimsher Land Fund 1986 II Ltd, Schrimsher Land Fund VI Ltd, Schrimsher Inc and Schrimsher Land Fund 1985 Ltd, 192 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable 9 identified on the Seminole County Property Appraiser website; however, contact information was not identified through Whitepages.com. 3.7 Prior Report Review A previous Phase I Environmental Site Assessment report for the site dated October 28, 2015, was prepared by Terracon (Project No. H1157294). The report indicated that RECs were identified associated with the southwestern-adjoining and up-gradient Mobile gasoline station is still undergoing monitoring from a petroleum spill in 1993 and evidence on-site of a Historical Railroad. Potential historic application and releases of arsenic in connection with the historical railroad. The report recommended subsurface investigation for potential arsenic impacts in the shallow soils associated with the former railroad is recommended. Additionally, assessment of the groundwater along the southern boundary of the site should occur to determine if any petroleum impacted groundwater has migrated from the Mobile gasoline station onto the site. A Limited Site Investigation report for the site dated November 24, 2015, prepared by Terracon (Project No. H1157294). Soil and groundwater samples were collected to evaluate the identified RECs in the Phase I ESA report dated October 28, 2015. Groundwater was encountered approximately 9 to 10 feet bgs. Analytical results of contaminant of concerns in soil and groundwater samples did not exceed Florida’s cleanup target levels. The report indicated that based on the results of the investigation additional assessment of the RECs identified in the previous Phase I ESA at the site does not appear warranted. 4.0 RECORDS REVIEW Regulatory database information was provided by EDR, a contract information services company. The purpose of the records review was to identify RECs in connection with the site. Information in this section is subject to the accuracy of the data provided by the information services company and the date at which the information is updated, and the scope herein did not include confirmation of facilities listed as "unmappable" by regulatory databases. In some of the following subsections, the words up-gradient, cross-gradient and down-gradient refer to the topographic gradient in relation to the site. As stated previously, the groundwater flow direction and the depth to shallow groundwater, if present, would likely vary depending upon seasonal variations in rainfall and the depth to the soil/bedrock interface. Without the benefit of on-site groundwater monitoring wells surveyed to a datum, groundwater depth and flow direction beneath the site cannot be directly ascertained. 4.1 Federal and State/Tribal Databases Listed below are the facility listings identified on federal and state/tribal databases within the ASTM-required search distances from the approximate site boundaries. Database definition, descriptions, and the database search report are included in Appendix D. 193 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable 10 Federal Databases Database Description Distance (miles)Listings CERCLIS Comprehensive Environmental Response, Compensation, & Liability Information System 0.5 0 CERCLIS / NFRAP Comprehensive Environmental Response, Compensation, & Liability Information System/No Further Remedial Action Planned 0.5 0 ERNS Emergency Response Notification System Site 0 IC / EC Institutional Control/Engineering Control Site 0 NPL National Priorities List 1 0 NPL (Delisted) National Priorities Delisted List 0.5 0 RCRA CORRACTS/ TSD RCRA Corrective Action Activity 1 0 RCRA Generators Resource Conservation and Recovery Act Site and adjoining properties 0 RCRA Non- CORRACTS/ TSD RCRA Non-Corrective Action Activity 0.5 0 State/Tribal Databases Database Description Distance (miles)Listings Brownfields Brownfields Areas 0.5 3 IC/EC Institutional Controls / Engineering Controls Site 0 LUST Leaking Underground Storage Tanks 0.5 3 SHWS State Hazardous Waste Site 0.5 0 SWF/LF Solid Waste Facilities/Landfills 0.5 1 UST Underground Storage Tanks Site and adjoining properties 1 VCP Voluntary Cleanup Program 0.5 0 In addition to the above ASTM-required listings, Terracon reviewed other federal, state, local, and proprietary databases provided by the database firm. A list of the additional reviewed databases is included in the regulatory database report included in Appendix D. 194 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable 11 The following table summarizes the site-specific information provided by the database and/or gathered by this office for identified facilities.Facilities are listed in order of proximity to the site. Additional discussion for selected facilities follows the summary table. Listed Facilities Facility Name And Location Estimated Distance / Direction/Gradient Database Listings Is a REC, CREC, or HREC to the Site Town Center S.E.E.D. / Brownfield Site BROWNFIELDS Not a REC base on file review Mobil-Winter Springs #731 (aka Mobil Oil Corp Ss #Q8m 1205 E State Road 434 Adjoining/west/up-gradient LUST, UST, EDR Hist Auto Not a REC at this time based on analytical results of groundwater assessment at the site on November 24, 2015 1212 E. Sr 434 Debris Staging Area 1212 E. Sr 434 Adjoining/southeast/down- gradient SWF/LF Not a REC based on the lack of documented violations Foreign Car Parts Service 1207 E State Road 434 Approximately 170 feet/southwest/cross-gradient ECHO, FINDS, RCRA NonGen / NLR, Not a REC based on the lack of documented violations Handy Way Food Store #3333 170 Tuscawilla Rd Approximately 300 feet/west/up-gradient Financial Assurance, LUST, UST Not a REC based on regulatory cleanup completion status Boykin Kolberg Portable Crusher 2950 Railroad Ave Approximately 1,200 feet/south/cross-gradient AIRS, BROWNFIELDS Not a REC based on distance Former Central Florida Drum Facility Approximately 1,200 feet/south/cross-gradient BROWNFIELDS Not a REC based on distance Winter Springs City-City Hall 1126 E Hwy 434 Approximately 1,700 feet/northwest/cross-gradient AST, Financial Assurance, LUST, NPDES, UST Not a REC based on distance Town Center S.E.E.D. / Brownfield On August 25, 2008 the following resolution was approved, NO. 2008-36. The City of Winter Springs designated the current site as part of the Seminole Economic Enhancement District / Brownfield areas for the purpose of Environmental Remediation, rehabilitation and economic 195 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable 12 redevelopment (“Brownfield Area”). The resolution letter along with a site map will be located in Appendices C Mobil-Winter Springs #731 Mobil-Winter Springs #73, LUST, UST and EDR Hist Auto facility, adjoins south of the site, across State Road 434. According to the EDR report, a petroleum discharge dated April 26, 1993, was determined eligible for Florida’s Petroleum Liability and Restoration Insurance Program (PLRIP). A Limited Closure Summary Report prepared by Groundwater & Environmental Services, Inc. dated December 11, 2008, benzene was detected at concentration exceeding Florida’s leachability based SCTL, but below commercial SCTL. A Site Assessment Report prepared by CB&I dated July 30, 2013, benzene and naphthalene were detected at concentrations exceeding Florida’s GCTLs, and groundwater was measured to southeast and east direction, toward the site. A Storage Tank Facility Annual Compliance Site Inspection Report prepared by the FDEP dated December 19, 2016, indicated that the facility was minor out of compliance due to the lack of records for a review and the lack of testing of release detection device. Additional information associated with assessment was not identified on OCULUS website. However, based on analytical results of groundwater assessment at the site on November 24, 2015, the facility does not represent a REC at this time. The remaining facilities listed in the database report do not appear to represent RECs to the site at this time based upon regulatory status, apparent topographic gradient, and/or distance from the site. Unmapped facilities are those that do not contain sufficient address or location information to evaluate the facility listing locations relative to the site. The report did not list facilities in the unmapped section. 4.2 Local Agency Inquiries Agency Contacted/ Contact Method Response Seminole County Health Department /email Ms. Nancy Smith with the Seminole County Health Department indicated that no records were identified associated with the site. The FDEP Central District, Public Records Section / email Ms. Amanda Ades indicated that information associated with the site and adjoining facilities can be found on the FDEP’s website OCULUS and is further discussed in Section 4.1. Building Permits / Seminole County Property Appraiser’s website Review of the building permits available on the Seminole County Property Appraiser’s website did not identified any building permits of environmental significance related to the site. Seminole County Fire Department / email At the issuance of this report, a response had not been received from the Seminole County Fire Department. 196 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable 13 Agency Contacted/ Contact Method Response The City of Winter Springs Planning and Land Development Division / website According to the information available on the City of Winter Springs Planning and Land Development Division website, the site is zoned as Town Center District (T-C). 4.3 Local Area Knowledge Terracon reviewed the Groundwater Contamination Area layer for Ethylene Dibromide (EDB) Application Zone Delineation and Brownfields area available at the FDEP’s Map Direct website. Ethylene dibromide was formerly used in citrus grove applications as a fumigant against nematodes. The site location was not identified in a known EDB Groundwater Contamination Area. However; the site was located within a Brownfields area. A copy of the EDB/ Brownfields map is contained in Appendix C. 5.0 SITE RECONNAISSANCE 5.1 General Site Information Information contained in this section is based on a visual reconnaissance conducted while walking through the site and the accessible interior areas of structures, if any, located on the site. Exhibit 2 in Appendix A is a Site Diagram of the site. Photo documentation of the site at the time of the visual reconnaissance is provided in Appendix B. Credentials of the individuals planning and conducting the site visit are included in Appendix E. General Site Information Site Reconnaissance Field Personnel Natthaphon Prapinpongsanone Reconnaissance Date January 17, 2017 Weather Conditions 70 Fahrenheit Site Contact/Title None 5.2 Overview of Current Site Occupants and Operations The site is located on the northwest corner of State Road 434 and Michael Blake Boulevard, Winter Springs, Florida and consists of one undeveloped parcel (Seminole County Parcel Number 26-20-30-5AR-0A00-006C) a 17.37 acre tract of undeveloped land. 197 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable 14 5.3 Site Observations The following table summarizes site observations and interviews. Affirmative responses (designated by an “X”) are discussed in more detail following the table. Site Characteristics Category Item or Feature Observed or Identified Site Operations, Processes, and Equipment Emergency generators Elevators Air compressors Hydraulic lifts Dry cleaning Photo processing Ventilation hoods and/or incinerators Waste treatment systems and/or water treatment systems Heating and/or cooling systems Paint booths Sub-grade mechanic pits Wash-down areas or carwashes Vehicle repair or maintenance Pesticide/herbicide production or storage Printing operations Metal finishing (e.g., electroplating, chrome plating, galvanizing, etc.) Salvage operations Oil, gas or mineral production Other processes or equipment Aboveground Chemical or Waste Storage Aboveground storage tanks Drums, barrels and/or containers ‡ 5 gallons MSDS or SDS Underground Chemical or Waste Storage, Drainage or Collection Systems Underground storage tanks or ancillary UST equipment Sumps, cisterns, French drains, catch basins and/or dry wells Grease traps Septic tanks and/or leach fields 198 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable 15 Category Item or Feature Observed or Identified Oil/water separators, clarifiers, sand traps, triple traps, interceptors Pipeline markers Interior floor drains Electrical Transformers/ PCBs Transformers and/or capacitors Other equipment Releases or Potential Releases Stressed vegetation Stained soil Stained pavement or similar surface Leachate and/or waste seeps Trash, debris and/or other waste materials X Dumping or disposal areas Construction/demolition debris and/or dumped fill dirt Surface water discoloration, odor, sheen, and/or free floating product Strong, pungent or noxious odors Exterior pipe discharges and/or other effluent discharges Other Notable Site Features Surface water bodies X Quarries or pits Wastewater lagoons Wells Releases or Potential Releases Trash, debris and/or other waste materials Debris consisted of plastics and paper were observed on the northwest and the southeast portion of the site, and waste tires were observed on the northwest portion of the site during the site reconnaissance. Based upon visual observation of surface materials, the debris did not appear to be hazardous in nature. A solid waste disposal dumpster was observed on the west portion of the site. Evidence of staining, noxious odors or hazardous waste disposal was not observed in the vicinity of the on- site dumpster. 199 Phase I Environmental Site Assessment Winter Springs Site ■ Winter Springs, FL January 20, 2017 ■ Terracon Project No. H1177004 Responsive ■Resourceful ■Reliable 16 Other Notable Site Features Surface water bodies A stormwater pond was observed on the northeast portion of the site. A pond was observed on the southwest portion of the site. Indications of chemical sheens, discoloration or unusual odors were not observed at the surface of the water. 6.0 ADJOINING PROPERTY RECONNAISSANCE Visual observations of adjoining properties (from site boundaries) are summarized below. Adjoining Properties Direction Description North Cross Seminole Trail and wooded land East Michael Blake Boulevard followed by wooded land and a stormwater pond South State Road 434 followed by wooded and Mobil gasoline station West McDonalds followed by Tuskawilla Road and Winter Springs Town Center Indications of RECs were not observed with the adjoining properties. 7.0 ADDITIONAL SERVICES Per the agreed scope of services specified in the proposal, additional services (e.g. asbestos sampling, lead-based paint sampling, wetlands evaluation, lead in drinking water testing, radon testing, vapor encroachment screening, etc.) were not conducted. 8.0 DECLARATION I, Mark W. Mulligan, declare that, to the best of my professional knowledge and belief, I meet the definition of Environmental Professional as defined in Section 312.10 of 40 CFR 312; and I have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the site. I have developed and performed the All Appropriate Inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. __________________________ Mark W. Mulligan Department Manager II-Professional 200 APPENDIX A EXHIBIT 1 – TOPOGRAPHIC MAP EXHIBIT 2 – SITE DIAGRAM 201 NATIONAL GEODETIC VERTICAL DATUM OF 1929 CONTOUR INTERVAL 5 FEET SECTION: TOWNSHIP: RANGE: Drawn By: Checked By: Approved By: Project Mngr: File No. Date: Scale: Project No.EXHIBITTOPOGRAPHIC VICINITY MAP 1 1000090008000 1 6000 1000 0 5000 7000 2000 2 4000 0 0 3000 .5 1000 1 1000 0 2000 .5 1000 1 KILOMETERS MILES FEET SCALE 1:24 000 7.5 MINUTE SERIES (QUADRANGLE) 1994 CASSELBERRY, FLORIDA N CS MG CS MM H1157294 AS SHOWN H1157294 10-26-15 A-1WINTER SPRINGS SITE NW CORNER SR 434 AND MICHAEL BLAKE BOULEVARD WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA 6 20 AND 21 31 EAST Consulting Engineers and Scientists 1675 LEE ROAD WINTER PARK, FLORIDA 32789 FAX. (407) 740-6112PH. (407) 740-6110 S IT E ENVIRONMENTAL SITE ASSESSMENT LAKE JESUP STATE ROAD 434 TUSKAWILLAROADH1177024 H1177024 NP NP NP NP 1-18-17 202 Drawn By: Checked By: Approved By: Project Mngr: File No. Date: Scale: Project No.EXHIBITSITE DIAGRAMCS MG CS MM H1157294 AS SHOWN H1157294 10-26-15 2WINTER SPRINGS SITE NW CORNER SR 434 AND MICHAEL BLAKE BOULEVARD WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA Consulting Engineers and Scientists 1675 LEE ROAD WINTER PARK, FLORIDA 32789 FAX. (407) 740-6112PH. (407) 740-6110 ENVIRONMENTAL SITE ASSESSMENT N LEGEND SITE BOUNDARY WOODED WOODED STORMWATER PONDSTORMWATER POND BIK E T RAIL BIKETRAILTUSKAWILLAROADS T A T E R O A D 4 3 4 MOBILE GAS STATIONM CDONALDSPONDWOODED WOODED WOODED WINTER SPRINGS TOWN CENTER PINCHAPENNEY WOODED WOODEDBIKET RAILNP NP NP NP H1177024 NP NP NP NP D 203 Appendix D 204 ENVIRONMENTAL DATABASE SEARCH 205 FORM-LBC-GON ®kcehCoeG htiw tropeR ™paM suidaR RDE ehT 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com NEC SR 434 and Tuscawilla Road NEC SR 434 and Tuscawilla Road Winter Springs, FL 32708 Inquiry Number: 05335716.2r June 18, 2018 206 SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 8 Orphan Summary 47 Government Records Searched/Data Currency Tracking GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting Source Map A-8 Physical Setting Source Map Findings A-9 Physical Setting Source Records Searched PSGR-1 TC05335716.2r Page 1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. 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EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. TABLE OF CONTENTS 207 EXECUTIVE SUMMARY TC05335716.2r EXECUTIVE SUMMARY 1 A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited Environmental Due Diligence: Transaction Screen Process (E 1528-14) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS NEC SR 434 AND TUSCAWILLA ROAD WINTER SPRINGS, FL 32708 COORDINATES 28.6964940 - 28˚ 41’ 47.37’’Latitude (North): 81.2615580 - 81˚ 15’ 41.60’’Longitude (West): Zone 17Universal Tranverse Mercator: 474449.7UTM X (Meters): 3174213.8UTM Y (Meters): 41 ft. above sea levelElevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 5656107 CASSELBERRY, FLTarget Property Map: 2012Version Date: 5656135 OVIEDO, FLEast Map: 2012Version Date: AERIAL PHOTOGRAPHY IN THIS REPORT 20151017, 20150806Portions of Photo from: USDASource: 208 05335716.2r Page 2 13 WINTER SPRINGS CITY- 1126 E HWY 434 LUST, UST, AST, Financial Assurance Higher 2586, 0.490, NW 12 VACANT CHURCH AND WA 395 TUSKAWILLA RD. & SWF/LF, ASBESTOS Higher 2467, 0.467, SSW 11 FORMER CENTRAL FLORI 2950 (M-1 ZONING ARE BROWNFIELDS, AIRS, ASBESTOS Lower 1709, 0.324, South C10 WINTER SPRINGS HIGH 130 TUSKAWILLA RD RCRA-CESQG Lower 1308, 0.248, NNE C9 WINTER SPRINGS HIGH 130 TUSKAWILLA RD AST Lower 1308, 0.248, NNE 8 PUBLIX SUPER MARKET 1160 E SR 434 AST Higher 1131, 0.214, NW 7 SCRIMSHER PARCEL E SR 434 RESP PARTY Lower 912, 0.173, SSE 6 HANDY WAY FOOD STORE 170 TUSCAWILLA RD LUST, UST, Financial Assurance Higher 545, 0.103, West B5 MOBIL OIL CORP SS #Q 1205 E SR 434 RCRA NonGen / NLR, FINDS, ECHO Higher 173, 0.033, SW B4 MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 LUST, UST, CLEANUP SITES, DWM CONTAM, Financial... Higher 173, 0.033, SW B3 EXXON MOBIL CORPORAT 1205 E STATE ROAD 43 EDR Hist Auto Higher 173, 0.033, SW A2 FOREIGN CAR PARTS SE 1207 E STATE ROAD 43 RCRA NonGen / NLR, FINDS, ECHO Higher 156, 0.030, SW A1 1212 E. SR 434 DEBRI 1212 E. SR 434 SWF/LF Lower 140, 0.027, SSE Reg FORMER CENTRAL FLORI BROWNFIELDS Same 1795, 0.340, SSE Reg TOWN CENTER S.E.E.D. BROWNFIELDS Same 1 ft. MAPPED SITES SUMMARY Target Property Address: NEC SR 434 AND TUSCAWILLA ROAD WINTER SPRINGS, FL 32708 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 209 EXECUTIVE SUMMARY TC05335716.2r EXECUTIVE SUMMARY 3 TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL National Priority List Proposed NPL Proposed National Priority List Sites NPL LIENS Federal Superfund Liens Federal Delisted NPL site list Delisted NPL National Priority List Deletions Federal CERCLIS list FEDERAL FACILITY Federal Facility Site Information listing SEMS Superfund Enterprise Management System Federal CERCLIS NFRAP site list SEMS-ARCHIVE Superfund Enterprise Management System Archive Federal RCRA CORRACTS facilities list CORRACTS Corrective Action Report Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF RCRA - Treatment, Storage and Disposal Federal RCRA generators list RCRA-LQG RCRA - Large Quantity Generators RCRA-SQG RCRA - Small Quantity Generators Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System US ENG CONTROLS Engineering Controls Sites List US INST CONTROL Sites with Institutional Controls 210 EXECUTIVE SUMMARY TC05335716.2r EXECUTIVE SUMMARY 4 Federal ERNS list ERNS Emergency Response Notification System State- and tribal - equivalent CERCLIS SHWS Florida’s State-Funded Action Sites State and tribal leaking storage tank lists LAST Leaking Aboveground Storage Tank Listing INDIAN LUST Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists FEMA UST Underground Storage Tank Listing FF TANKS Federal Facilities Listing INDIAN UST Underground Storage Tanks on Indian Land TANKS Storage Tank Facility List State and tribal institutional control / engineering control registries ENG CONTROLS Institutional Controls Registry INST CONTROL Institutional Controls Registry State and tribal voluntary cleanup sites INDIAN VCP Voluntary Cleanup Priority Listing VCP Voluntary Cleanup Sites ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS A Listing of Brownfields Sites Local Lists of Landfill / Solid Waste Disposal Sites SWRCY Recycling Centers INDIAN ODI Report on the Status of Open Dumps on Indian Lands DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations ODI Open Dump Inventory IHS OPEN DUMPS Open Dumps on Indian Land Local Lists of Hazardous waste / Contaminated Sites US HIST CDL Delisted National Clandestine Laboratory Register PRIORITYCLEANERS Priority Ranking List Fl Sites Sites List US CDL National Clandestine Laboratory Register Local Land Records LIENS 2 CERCLA Lien Information 211 EXECUTIVE SUMMARY TC05335716.2r EXECUTIVE SUMMARY 5 Records of Emergency Release Reports HMIRS Hazardous Materials Information Reporting System SPILLS Oil and Hazardous Materials Incidents SPILLS 90 SPILLS 90 data from FirstSearch SPILLS 80 SPILLS 80 data from FirstSearch Other Ascertainable Records FUDS Formerly Used Defense Sites DOD Department of Defense Sites SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing US FIN ASSUR Financial Assurance Information EPA WATCH LIST EPA WATCH LIST 2020 COR ACTION 2020 Corrective Action Program List TSCA Toxic Substances Control Act TRIS Toxic Chemical Release Inventory System SSTS Section 7 Tracking Systems ROD Records Of Decision RMP Risk Management Plans RAATS RCRA Administrative Action Tracking System PRP Potentially Responsible Parties PADS PCB Activity Database System ICIS Integrated Compliance Information System FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) MLTS Material Licensing Tracking System COAL ASH DOE Steam-Electric Plant Operation Data COAL ASH EPA Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER PCB Transformer Registration Database RADINFO Radiation Information Database HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS Incident and Accident Data CONSENT Superfund (CERCLA) Consent Decrees INDIAN RESERV Indian Reservations FUSRAP Formerly Utilized Sites Remedial Action Program UMTRA Uranium Mill Tailings Sites LEAD SMELTERS Lead Smelter Sites US AIRS Aerometric Information Retrieval System Facility Subsystem US MINES Mines Master Index File ABANDONED MINES Abandoned Mines FINDS Facility Index System/Facility Registry System UXO Unexploded Ordnance Sites DOCKET HWC Hazardous Waste Compliance Docket Listing ECHO Enforcement & Compliance History Information FUELS PROGRAM EPA Fuels Program Registered Listing AIRS Permitted Facilities Listing ASBESTOS ASBESTOS CLEANUP SITES DEP Cleanup Sites - Contamination Locator Map Listing DEDB Ethylene Dibromide Database Results DRYCLEANERS Drycleaning Facilities Financial Assurance Financial Assurance Information Listing FL Cattle Dip. Vats Cattle Dipping Vats SITE INV SITES Site Investigation Section Sites Listing 212 EXECUTIVE SUMMARY TC05335716.2r EXECUTIVE SUMMARY 6 TIER 2 Tier 2 Facility Listing UIC Underground Injection Wells Database Listing NPDES Wastewater Facility Regulation Database EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP EDR Proprietary Manufactured Gas Plants EDR Hist Cleaner EDR Exclusive Historical Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA HWS Recovered Government Archive State Hazardous Waste Facilities List RGA LF Recovered Government Archive Solid Waste Facilities List RGA LUST Recovered Government Archive Leaking Underground Storage Tank SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. STANDARD ENVIRONMENTAL RECORDS Federal RCRA generators list RCRA-CESQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. A review of the RCRA-CESQG list, as provided by EDR, and dated 12/11/2017 has revealed that there is 1 RCRA-CESQG site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ WINTER SPRINGS HIGH 130 TUSKAWILLA RD NNE 1/8 - 1/4 (0.248 mi.) C10 33 213 EXECUTIVE SUMMARY TC05335716.2r EXECUTIVE SUMMARY 7 State and tribal landfill and/or solid waste disposal site lists SWF/LF: The Solid Waste Facilities/Landfill Sites records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. The data come from the Department of Environmental Protection’s Facility Directory (Solid Waste Facilities). A review of the SWF/LF list, as provided by EDR, has revealed that there are 2 SWF/LF sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ VACANT CHURCH AND WA 395 TUSKAWILLA RD. & SSW 1/4 - 1/2 (0.467 mi.) 12 37 Database: SWF/LF, Date of Government Version: 04/16/2018 Class Status: INACTIVE (I) Facility-Site Id: 104855 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ 1212 E. SR 434 DEBRI 1212 E. SR 434 SSE 0 - 1/8 (0.027 mi.) A1 8 Database: SWF/LF, Date of Government Version: 04/16/2018 Class Status: INACTIVE (I) Facility-Site Id: 98367 State and tribal leaking storage tank lists LUST: The Leaking Underground Storage Tank Incident Reports contain an inventory of reported leaking underground storage tank incidents. The data come from the Department of Environmental Protection’s PCTO1--Petroleum Contamination Detail Report. A review of the LUST list, as provided by EDR, and dated 04/09/2018 has revealed that there are 3 LUST sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 SW 0 - 1/8 (0.033 mi.) B4 11 Discharge Cleanup Status: RA - RA ONGOING Facility Status: OPEN Facility-Site Id: 9045623 HANDY WAY FOOD STORE 170 TUSCAWILLA RD W 0 - 1/8 (0.103 mi.) 6 24 Discharge Cleanup Status: NFA - NFA COMPLETE Facility Status: CLOSED Facility-Site Id: 8516641 WINTER SPRINGS CITY- 1126 E HWY 434 NW 1/4 - 1/2 (0.490 mi.) 13 38 Discharge Cleanup Status: NFA - NFA COMPLETE Facility Status: OPEN Facility-Site Id: 8731664 214 EXECUTIVE SUMMARY TC05335716.2r EXECUTIVE SUMMARY 8 State and tribal registered storage tank lists UST: The Underground Storage Tank database contains registered USTs. Shortly after the September 11 event, the DEP was instructed to remove the detail about some of the storage tank facilities in the state from their reports. Federal-owned facilities and bulk storage facilities are included in that set. A review of the UST list, as provided by EDR, has revealed that there are 2 UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 SW 0 - 1/8 (0.033 mi.) B4 11 Database: UST, Date of Government Version: 04/09/2018 Tank Status: B Tank Status: U Facility-Site Id: 9045623 Facility Status: OPEN HANDY WAY FOOD STORE 170 TUSCAWILLA RD W 0 - 1/8 (0.103 mi.) 6 24 Database: UST, Date of Government Version: 04/09/2018 Tank Status: B Facility-Site Id: 8516641 Facility Status: CLOSED AST: Shortly after the Sept 11 event, the DEP was instructed to remove the detail about some of the storage tank facilities in the state from their reports. Federal-owned facilities and bulk storage facilities are included in that set. A review of the AST list, as provided by EDR, has revealed that there are 2 AST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ PUBLIX SUPER MARKET 1160 E SR 434 NW 1/8 - 1/4 (0.214 mi.) 8 31 Database: AST, Date of Government Version: 04/09/2018 Facility-Site Id: 9809815 Facility Status: OPEN Facility Status: OPEN PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ WINTER SPRINGS HIGH 130 TUSKAWILLA RD NNE 1/8 - 1/4 (0.248 mi.) C9 32 Database: AST, Date of Government Version: 04/09/2018 Facility-Site Id: 9813093 Facility Status: OPEN Facility Status: OPEN State and tribal Brownfields sites BROWNFIELDS: Brownfields are defined by the Florida Department of Environmental Protection (FDEP) as abandoned, idled, or underused industrial and commercial facilities where expansion or redevelopment is complicated by real or perceived environmental contamination. A review of the BROWNFIELDS list, as provided by EDR, has revealed that there are 3 BROWNFIELDS sites 215 EXECUTIVE SUMMARY TC05335716.2r EXECUTIVE SUMMARY 9 within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ TOWN CENTER S.E.E.D. 0 - 1/8 (0.000 mi.) 0 8 Database: BROWNFIELDS AREAS, Date of Government Version: 02/28/2018 FORMER CENTRAL FLORI SSE 1/4 - 1/2 (0.340 mi.) 0 8 Database: BROWNFIELDS AREAS, Date of Government Version: 02/28/2018 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ FORMER CENTRAL FLORI 2950 (M-1 ZONING ARE S 1/4 - 1/2 (0.324 mi.) 11 35 Database: BROWNFIELDS, Date of Government Version: 02/25/2018 Database: BSRA, Date of Government Version: 02/21/2018 Site Id: BF590702001 Facility-Site Id: BF590702000 Site Id: BF590702001 ADDITIONAL ENVIRONMENTAL RECORDS Other Ascertainable Records RCRA NonGen / NLR: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. A review of the RCRA NonGen / NLR list, as provided by EDR, and dated 12/11/2017 has revealed that there are 2 RCRA NonGen / NLR sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ FOREIGN CAR PARTS SE 1207 E STATE ROAD 43 SW 0 - 1/8 (0.030 mi.) A2 9 MOBIL OIL CORP SS #Q 1205 E SR 434 SW 0 - 1/8 (0.033 mi.) B5 21 DWM CONTAM: A listing of active or known sites. The listing includes sites that need cleanup but are not actively being working on because the agency currently does not have funding (primarily petroleum and drycleaning). A review of the DWM CONTAM list, as provided by EDR, and dated 09/30/2017 has revealed that there is 1 DWM CONTAM site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 SW 0 - 1/8 (0.033 mi.) B4 11 Program Site Id: 9045623 216 EXECUTIVE SUMMARY TC05335716.2r EXECUTIVE SUMMARY 10 RESP PARTY: Open, inactive and closed responsible party sites A review of the RESP PARTY list, as provided by EDR, and dated 04/02/2018 has revealed that there is 1 RESP PARTY site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SCRIMSHER PARCEL E SR 434 SSE 1/8 - 1/4 (0.173 mi.) 7 30 Site Status: CLOSED EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR Hist Auto: EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. A review of the EDR Hist Auto list, as provided by EDR, has revealed that there is 1 EDR Hist Auto site within approximately 0.125 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ EXXON MOBIL CORPORAT 1205 E STATE ROAD 43 SW 0 - 1/8 (0.033 mi.) B3 10 217 EXECUTIVE SUMMARY TC05335716.2r EXECUTIVE SUMMARY 11 There were no unmapped sites in this report. 218 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.404040404040 404 0 219 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.4040220 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list 0 NR 0 0 0 0 1.000NPL 0 NR 0 0 0 0 1.000Proposed NPL 0 NR NR NR NR NR TPNPL LIENS Federal Delisted NPL site list 0 NR 0 0 0 0 1.000Delisted NPL Federal CERCLIS list 0 NR NR 0 0 0 0.500FEDERAL FACILITY 0 NR NR 0 0 0 0.500SEMS Federal CERCLIS NFRAP site list 0 NR NR 0 0 0 0.500SEMS-ARCHIVE Federal RCRA CORRACTS facilities list 0 NR 0 0 0 0 1.000CORRACTS Federal RCRA non-CORRACTS TSD facilities list 0 NR NR 0 0 0 0.500RCRA-TSDF Federal RCRA generators list 0 NR NR NR 0 0 0.250RCRA-LQG 0 NR NR NR 0 0 0.250RCRA-SQG 1 NR NR NR 1 0 0.250RCRA-CESQG Federal institutional controls / engineering controls registries 0 NR NR 0 0 0 0.500LUCIS 0 NR NR 0 0 0 0.500US ENG CONTROLS 0 NR NR 0 0 0 0.500US INST CONTROL Federal ERNS list 0 NR NR NR NR NR TPERNS State- and tribal - equivalent CERCLIS 0 NR 0 0 0 0 1.000SHWS State and tribal landfill and/or solid waste disposal site lists 2 NR NR 1 0 1 0.500SWF/LF State and tribal leaking storage tank lists 0 NR NR 0 0 0 0.500LAST 3 NR NR 1 0 2 0.500LUST 0 NR NR 0 0 0 0.500INDIAN LUST State and tribal registered storage tank lists 0 NR NR NR 0 0 0.250FEMA UST TC05335716.2r Page 4 221 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR 0 0 0.250FF TANKS 2 NR NR NR 0 2 0.250UST 2 NR NR NR 2 0 0.250AST 0 NR NR NR 0 0 0.250INDIAN UST 0 NR NR NR 0 0 0.250TANKS State and tribal institutional control / engineering control registries 0 NR NR 0 0 0 0.500ENG CONTROLS 0 NR NR 0 0 0 0.500INST CONTROL State and tribal voluntary cleanup sites 0 NR NR 0 0 0 0.500INDIAN VCP 0 NR NR 0 0 0 0.500VCP State and tribal Brownfields sites 3 NR NR 2 0 1 0.500BROWNFIELDS ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists 0 NR NR 0 0 0 0.500US BROWNFIELDS Local Lists of Landfill / Solid Waste Disposal Sites 0 NR NR 0 0 0 0.500SWRCY 0 NR NR 0 0 0 0.500INDIAN ODI 0 NR NR 0 0 0 0.500DEBRIS REGION 9 0 NR NR 0 0 0 0.500ODI 0 NR NR 0 0 0 0.500IHS OPEN DUMPS Local Lists of Hazardous waste / Contaminated Sites 0 NR NR NR NR NR TPUS HIST CDL 0 NR NR 0 0 0 0.500PRIORITYCLEANERS 0 NR 0 0 0 0 1.000Fl Sites 0 NR NR NR NR NR TPUS CDL Local Land Records 0 NR NR NR NR NR TPLIENS 2 Records of Emergency Release Reports 0 NR NR NR NR NR TPHMIRS 0 NR NR NR NR NR TPSPILLS 0 NR NR NR NR NR TPSPILLS 90 0 NR NR NR NR NR TPSPILLS 80 Other Ascertainable Records 2 NR NR NR 0 2 0.250RCRA NonGen / NLR 0 NR 0 0 0 0 1.000FUDS TC05335716.2r Page 5 222 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR 0 0 0 0 1.000DOD 0 NR NR 0 0 0 0.500SCRD DRYCLEANERS 0 NR NR NR NR NR TPUS FIN ASSUR 0 NR NR NR NR NR TPEPA WATCH LIST 0 NR NR NR 0 0 0.2502020 COR ACTION 0 NR NR NR NR NR TPTSCA 0 NR NR NR NR NR TPTRIS 0 NR NR NR NR NR TPSSTS 0 NR 0 0 0 0 1.000ROD 0 NR NR NR NR NR TPRMP 0 NR NR NR NR NR TPRAATS 0 NR NR NR NR NR TPPRP 0 NR NR NR NR NR TPPADS 0 NR NR NR NR NR TPICIS 0 NR NR NR NR NR TPFTTS 0 NR NR NR NR NR TPMLTS 0 NR NR NR NR NR TPCOAL ASH DOE 0 NR NR 0 0 0 0.500COAL ASH EPA 0 NR NR NR NR NR TPPCB TRANSFORMER 0 NR NR NR NR NR TPRADINFO 0 NR NR NR NR NR TPHIST FTTS 0 NR NR NR NR NR TPDOT OPS 0 NR 0 0 0 0 1.000CONSENT 0 NR 0 0 0 0 1.000INDIAN RESERV 0 NR 0 0 0 0 1.000FUSRAP 0 NR NR 0 0 0 0.500UMTRA 0 NR NR NR NR NR TPLEAD SMELTERS 0 NR NR NR NR NR TPUS AIRS 0 NR NR NR 0 0 0.250US MINES 0 NR NR NR 0 0 0.250ABANDONED MINES 0 NR NR NR NR NR TPFINDS 0 NR 0 0 0 0 1.000UXO 0 NR NR NR NR NR TPDOCKET HWC 0 NR NR NR NR NR TPECHO 0 NR NR NR 0 0 0.250FUELS PROGRAM 0 NR NR NR NR NR TPAIRS 0 NR NR NR NR NR TPASBESTOS 0 NR NR NR NR NR TPCLEANUP SITES 0 NR NR NR 0 0 0.250DEDB 0 NR NR NR 0 0 0.250DRYCLEANERS 1 NR NR 0 0 1 0.500DWM CONTAM 0 NR NR NR NR NR TPFinancial Assurance 0 NR NR NR 0 0 0.250FL Cattle Dip. Vats 1 NR NR 0 1 0 0.500RESP PARTY 0 NR NR 0 0 0 0.500SITE INV SITES 0 NR NR NR NR NR TPTIER 2 0 NR NR NR NR NR TPUIC 0 NR NR NR NR NR TPNPDES EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records 0 NR 0 0 0 0 1.000EDR MGP TC05335716.2r Page 6 223 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 1 NR NR NR NR 1 0.125EDR Hist Auto 0 NR NR NR NR 0 0.125EDR Hist Cleaner EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives 0 NR NR NR NR NR TPRGA HWS 0 NR NR NR NR NR TPRGA LF 0 NR NR NR NR NR TPRGA LUST 18 0 0 4 4 10 0- Totals -- NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC05335716.2r Page 7 224 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 524645.886YCoord: 666787.081XCoord: 2220603.49Area: PAPERMethod: 237Object Id: CITY OF WINTER SPRINGSSource: 09/04/2008Resolution Date: 2008-36Resolution: 2220603.5Acreage: CENTRALDistrict: BF590803000Area id: BROWNFIELDS AREAS: 1 ft. CITY OF WINTER SPRINGS, FL < 1/8 N/A BROWNFIELDSTOWN CENTER S.E.E.D. / BROWNFIELD S109353651 523359.9865YCoord: 667230.890XCoord: 24923.4045Area: PAPERMethod: 239Object Id: Seminole CountySource: 12/11/2007Resolution Date: 2007-R-233Resolution: 6.15871Acreage: CentralDistrict: BF590702000Area id: BROWNFIELDS AREAS: 1795 ft. WINTER SPRINGS, FL 1/4-1/2 N/A SSE BROWNFIELDSFORMER CENTRAL FLORIDA DRUM FACILITY S108946006 Not reportedSite Supervisor Addr: Not reportedSite Supervisor Name: Not reportedEMail Address2: Not reportedEMail Address1: Not reportedResponsible Authority Phone: Not reportedResponsible Authority City,St,Zip: Not reportedResponsible Authority Address: Not reportedResponsible Authority Name: Not reportedRange: Not reportedTownship: Not reportedSection: INACTIVE (I)Class Status: DISASTER DEBRIS MANAGEMENT SITEClassification: 910Class Type: 28:41:41 / 81:15:35Lat/Long: CDDistrict: 98367Facility ID: SWF/LF: 140 ft. Site 1 of 2 in cluster A 0.027 mi. Relative: Lower Actual: 40 ft. < 1/8 CITY OF WINTER SPRINGS, FL 32708 SSE 1212 E. SR 434 N/A A1 SWF/LF1212 E. SR 434 DEBRIS STAGING AREA S109689106 TC05335716.2r Page 8 225 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here for Florida Oculus: Not reportedLand Owner Telephone: Not reportedLand Owner City/State/Zip: Not reportedLand Owner Address: Not reportedLand Owner Name: Not reportedSite Supervisor Telephone: Not reportedSite Supervisor City/State/Zip: 1212 E. SR 434 DEBRIS STAGING AREA (Continued) S109689106 NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 09/25/2000Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: Not reportedOwner/operator telephone: USOwner/operator country: WINTER SPRINGS, FL 32708 1207 E STATE ROAD 434Owner/operator address: WAYNE NORMANOwner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: 04EPA Region: Not reportedContact email: 305-699-4505Contact telephone: USContact country: WINTER SPRINGS, FL 32708-2811 E STATE ROAD 434Contact address: WAYNE NORMANContact: WINTER SPRINGS, FL 32708-2811 E STATE ROAD 434Mailing address: FLD981748007EPA ID: WINTER SPRINGS, FL 32708-2811 1207 E STATE ROAD 434Facility address: FOREIGN CAR PARTS SERVICEFacility name: 10/19/2012Date form received by agency: RCRA NonGen / NLR: 156 ft. Site 2 of 2 in cluster A 0.030 mi. Relative: Higher Actual: 44 ft. < 1/8 ECHOWINTER SPRINGS, FL 32708 SW FINDS1207 E STATE ROAD 434 FLD981748007 A2 RCRA NonGen / NLRFOREIGN CAR PARTS SERVICE 1000202983 TC05335716.2r Page 9 226 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed-facility-report?fid=110005991579DFR URL: 110005991579Registry ID: 1000202983Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access affiliation data for the State of Florida. Maintenance (FDM) system maintains entity, environmental interest and Florida Environmental System Today Application (FIESTA) Data corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110005991579Registry ID: FINDS: No violations foundViolation Status: Small Quantity GeneratorClassification: FOREIGN CAR PARTS SERVICESite name: 01/14/1987Date form received by agency: Historical Generators: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: FOREIGN CAR PARTS SERVICE (Continued) 1000202983 Gasoline Service Stations, NEC2009 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2008 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2007 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2006 EXXONMOBIL OIL CORPORATION Gasoline Service Stations, NEC2005 EXXONMOBIL OIL CORPORATION Gasoline Service Stations2004 EXXONMOBIL OIL CORPORATION Gasoline Service Stations2003 EXXONMOBIL OIL CORPORATION Gasoline Service Stations2002 EXXONMOBIL OIL CORPORATION Gasoline Service Stations1999 MOBILE ORLANDO JAWAD INC Type:Year: Name: EDR Hist Auto 173 ft. Site 1 of 3 in cluster B 0.033 mi. Relative: Higher Actual: 43 ft. < 1/8 WINTER SPRINGS, FL 32708 SW 1205 E STATE ROAD 434 N/A B3 EDR Hist AutoEXXON MOBIL CORPORATION 1020699800 TC05335716.2r Page 10 227 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Gasoline Service Stations, NEC2014 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2013 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2012 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2011 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2010 EXXON MOBIL CORPORATION EXXON MOBIL CORPORATION (Continued) 1020699800 05/10/2013Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 04/26/1993Discharge Date: Discharge Cleanup Summary: 211RP Extension: 1110RP Zip: 10/28/2013RP Begin Date: ACCOUNT OWNERPrimary RP Role: 922Related Party ID: 29-FEB-08Score Effective Date: 46Score: 32708, 5186Zip: FLState: NBad Address Ind: (813)681-4279Phone: BRANDON, FL 33509Contact City/State/Zip: PO BOX 1110Contact Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Contact Company: RICK HERWEH | PHY ADDRESS: 1201 OAKFIELD DR #109Contact: ONGO - ONGOINGFacility Cleanup Status: Petroleum Cleanup PCT Facility Score: 04/11/2011Address Update: 10/28/2013Name Update: RICK HERWEHOperator: 30Score When Ranked: 02/29/2008Score Effective Date: 46Score: 0Datum: DPHOMethod: Not reportedFeature: 31ERange: 20STownship: 031Section: 28 41 44.6788 / 81 15 43.9905Lat/Long (dms): Central DistrictDistrict: 4871Facility Cleanup Rank: (813)681-4279Facility Phone: A - Retail StationFacility Type: OPENFacility Status: 9045623Facility Id: STATERegion: LUST: 173 ft.Financial AssuranceSite 2 of 3 in cluster B 0.033 mi.DWM CONTAM Relative: Higher Actual: 43 ft. < 1/8 CLEANUP SITESWINTER SPRINGS, FL 32708 SW UST1205 E STATE ROAD 434 N/A B4 LUSTMOBIL-WINTER SPRINGS #731 U004130541 TC05335716.2r Page 11 228 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 9045623Facility ID: CDDistrict: Task Information: 25Gallons Discharged: Not reportedPollutant Other Description: B - Unleaded GasPollutant: NoContaminated Ground Water: NoContaminated Surface Water: NoContaminated Soil: YesContaminated Monitoring Well: 0Contaminated Drinking Wells: PCLP48 - ORANGE COUNTY ENVIRONTank Office: Not reportedSite Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEElig Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: INACTIVECleanup Work Status: 05/10/2013Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 04/26/1993Discharge Date: Contaminated Media: 1200000Cap Amount: 0Co-Pay Paid To Date: Not reportedCo-Pay Amount: 500Deductible Paid To Date: 500Deductible Amount: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: Not reportedSite Mgr End Date: PRESS_DMSite Manager: Not reportedInspection Date: NoRedetermined: Not reportedLetter Of Intent Date: 17-OCT-07Elig Status Date: 17-OCT-07Eligibility Status: P - PETROLEUM LIABILITY AND RESTORATION INSURANCE PROGRAMCleanup Program: 16-OCT-07Application Received Date: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: INACTIVECleanup Work Status: 05/10/2013Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 26-APR-93Discharge Date: 9045623Facility ID: Petroleum Cleanup Program Eligibility: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: Not reportedSite Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEEligibility Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: INACTIVECleanup Work Status: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC05335716.2r Page 12 229 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedRA Actual Cost: Not reportedRA Years to Complete: -RA Funding Eligibility Type: -RA Cleanup Responsible: 89795RA Task ID: Not reportedRAP Last Order Approved: Not reportedRAP Payment Date: Not reportedRAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: -RAP Cleanup Responsible ID: Not reportedRAP Task ID: Not reportedSA Payment Date: Not reportedSA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: -SA Cleanup Responsible: 84141SA Task ID: Not reportedSR Alternate Procedure Comments: Not reportedSR Alternate Procedure Status Date: Not reportedSR Alternate Procedure Status: Not reportedSR Alternate Proc Received Date: Not reportedSR Other Treatment: Not reportedSR Soil Treatment: Not reportedSR Soil Tonnage Removed: Not reportedSR Free Product Removal: Not reportedSR Soil Removal: Not reportedSR Written Date: Not reportedSR Oral Date: Not reportedSR Payment Date: Not reportedSR Completion Date: Not reportedSR Actual Cost: -SR Funding Eligibility Type: -SR Cleanup Responsible: Not reportedSR Task ID: PCLP48 - Orange CountyTank Office: Not reportedSite Mgr End Date: PRESS_DMSite Mgr: INACTIVECleanup Work Status: Not reportedSRC Comment: Not reportedSRC Issue Date: -SRC Completion Status: Not reportedSRC Review Date: Not reportedSRC Submit Date: -SRC Action Type: 05-10-2013Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 04-26-1993Discharge Date: Not reportedSource Effective Date: ECleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: OPENFacility Status: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC05335716.2r Page 13 230 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 01-OCT-2008Status Date: RemovedStatus: 4Tank Id: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 01-NOV-1989Install Date: 01-OCT-2008Status Date: RemovedStatus: 3Tank Id: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 01-NOV-1989Install Date: 01-OCT-2008Status Date: RemovedStatus: 2Tank Id: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 01-NOV-1989Install Date: 01-OCT-2008Status Date: RemovedStatus: 1Tank Id: Tank Info: (813) 681-4279Owner Phone: RICK HERWEH | PHY ADDRESS: 1201 OAKFIELD DR #109Owner Contact: BRANDON, FL 33509Owner City,St,Zip: ATTN: RICK HERWEHOwner Address 2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Owner Name: 922Owner Id: Owner: 28 41 45.5900000 / 81 15 43.8500000Lat/Long (dms): DPHOPositioning Method: STATERegion: (813) 681-4279Facility Phone: Retail StationType Description: OPENFacility Status: 9045623Facility Id: UST: Click here for Florida Oculus: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC05335716.2r Page 14 231 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Monitor dbl wall pipe spaceMonitoring Description: 5Tank ID: Electronic line leak detectorMonitoring Description: 5Tank ID: Monitor dbl wall tank spaceMonitoring Description: 5Tank ID: Monitoring: Tight fillConstruction Description: Overfill/SpillConstruction Category: 5Tank Id: Ball check valveConstruction Description: Overfill/SpillConstruction Category: 5Tank Id: Double wallConstruction Description: Secondary ContainmentConstruction Category: 5Tank Id: Flow shut-OffConstruction Description: Overfill/SpillConstruction Category: 5Tank Id: Spill containment bucketConstruction Description: Overfill/SpillConstruction Category: 5Tank Id: Level gauges/alarmsConstruction Description: Overfill/SpillConstruction Category: 5Tank Id: FiberglassConstruction Description: Primary ConstructionConstruction Category: 5Tank Id: Construction: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 20000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 01-OCT-2008Install Date: 01-OCT-2008Status Date: In serviceStatus: 5Tank Id: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 01-NOV-1989Install Date: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC05335716.2r Page 15 232 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Spill containment bucketConstruction Description: Overfill/SpillConstruction Category: 6Tank Id: Level gauges/alarmsConstruction Description: Overfill/SpillConstruction Category: 6Tank Id: FiberglassConstruction Description: Primary ConstructionConstruction Category: 6Tank Id: Construction: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 20000Gallons: Vehicular DieselContent Description: Vehicular dieselSubstance: 01-OCT-2008Install Date: 01-OCT-2008Status Date: In serviceStatus: 6Tank Id: Pressurized piping systemPiping Description: Miscellaneous AttributesPiping Category: 5Tank ID: Double wallPiping Description: Secondary ContainmentPiping Category: 5Tank ID: FiberglassPiping Description: Primary ConstructionPiping Category: 5Tank ID: Dispenser linersPiping Description: Miscellaneous AttributesPiping Category: 5Tank ID: Piping: Electronic monitor dispenser linersMonitoring Description: 5Tank ID: Electronic monitor pipe sumpsMonitoring Description: 5Tank ID: Visual inspect pipe sumpsMonitoring Description: 5Tank ID: Continuous electronic sensingMonitoring Description: 5Tank ID: Automatic tank gauging - USTsMonitoring Description: 5Tank ID: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC05335716.2r Page 16 233 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Miscellaneous AttributesPiping Category: 6Tank ID: FiberglassPiping Description: Primary ConstructionPiping Category: 6Tank ID: Pressurized piping systemPiping Description: Miscellaneous AttributesPiping Category: 6Tank ID: Double wallPiping Description: Secondary ContainmentPiping Category: 6Tank ID: Piping: Electronic monitor dispenser linersMonitoring Description: 6Tank ID: Electronic monitor pipe sumpsMonitoring Description: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 6Tank ID: Continuous electronic sensingMonitoring Description: 6Tank ID: Automatic tank gauging - USTsMonitoring Description: 6Tank ID: Monitor dbl wall pipe spaceMonitoring Description: 6Tank ID: Electronic line leak detectorMonitoring Description: 6Tank ID: Monitor dbl wall tank spaceMonitoring Description: 6Tank ID: Monitoring: Tight fillConstruction Description: Overfill/SpillConstruction Category: 6Tank Id: CompartmentedConstruction Description: Miscellaneous AttributesConstruction Category: 6Tank Id: Double wallConstruction Description: Secondary ContainmentConstruction Category: 6Tank Id: Flow shut-OffConstruction Description: Overfill/SpillConstruction Category: 6Tank Id: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC05335716.2r Page 17 234 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation DPHOMethod: HARNDatum: Not reportedDate Known Offsite: ACTIVERemediation Status: 46Priority Score: PRESS_DMProject Manager: UOffsite Contamination: PetroleumProgram Area: PCLP48Office/ District: 43.9905Long SS: 15Long MM: 81Long DD: 44.6788Lat SS: 41Lat MM: 28Lat DD: 9045623Program Site Id: DWM CONTAM: 28 41 44.6788 / 43.9905 81 15Latitude/Longitude (deg/min/sec): Not reportedComments: DPHOVerified Coordinate Method ID Code: HARNDC4 Datum ID Code: DPHOCMC2 Coordinate Method ID Code: STCMSource Database Name Code: Digital Aerial Photography With Ground ControlVerified Coordinate Method Id: 06/09/2005Verification Date: DEPARTMENT OF ENVIRONMENTAL PRVerifier Affiliation: WOEBER_AVerifier Username: Not reportedInterpolation Scale: 1010Map Source Scale: 1994 doqsMap Source: CONTRACTORCollect Affiliation: 07/23/2003Collect Date: PERRY_JF59Collect Username: REVIEWEDVSC1 Verification Status: High Accuracy Reference NetworkDC4 Datum Id: Digital Aerial Photography With Ground ControlCMC2 Coordinate Method Id: 4Calc Coordinates Accuracy Level Id: EXACTPC2 Proximity Id: FACILOIC Object Of Interest Id: Not reportedPhysical Address Line 2: CDOC3 Office Id: 04/03/2018Data Load Date: ACTIVERSC2 Remediation Status Key: PETROCLLC Cleanup Category Key: TKCPAC Program Area Id: 9045623Source Database Id: Storage Tank Contamination MonitoringSource Database Name: 53331034DEP Cleanup Site Key: CLEANUP SITES: Click here for Florida Oculus: Dispenser linersPiping Description: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC05335716.2r Page 18 235 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ATTN: RICK HERWEHOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 31-DEC-2016Expire Date: 31-DEC-2015Effective Date: LIBERTY SURPLUS INSURANCE CORPInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: (813) 681-4279Facility Phone: 9045623Facility ID: 3Region: (813) 681-4279Resp Party Phone: RICK HERWEH | PHY ADDRESS: 1201 OAKFIELD DR #109Contact: BRANDON, FL 33509Owner City,St,Zip: ATTN: RICK HERWEHOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 31-DEC-2014Expire Date: 31-DEC-2013Effective Date: LIBERTY SURPLUS INSURANCE CORPInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: (813) 681-4279Facility Phone: 9045623Facility ID: 3Region: (813) 681-4279Resp Party Phone: RICK HERWEH | PHY ADDRESS: 1201 OAKFIELD DR #109Contact: BRANDON, FL 33509Owner City,St,Zip: ATTN: RICK HERWEHOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 29-APR-2011Expire Date: 30-APR-2010Effective Date: ANCON INSURANCE CO INCInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: (813) 681-4279Facility Phone: 9045623Facility ID: 3Region: FL Financial Assurance 3: Not reportedIneligible: YesProgram Eligible: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC05335716.2r Page 19 236 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ATTN: RICK HERWEHOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 30-APR-2010Expire Date: 01-MAY-2009Effective Date: Not reportedInsurance Company: SELF-INSURANCE - LETTER FROM CHIEF FINANCIAL OFFICFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: (813) 681-4279Facility Phone: 9045623Facility ID: 3Region: (813) 681-4279Resp Party Phone: RICK HERWEH | PHY ADDRESS: 1201 OAKFIELD DR #109Contact: BRANDON, FL 33509Owner City,St,Zip: ATTN: RICK HERWEHOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 30-APR-2009Expire Date: 01-MAY-2008Effective Date: Not reportedInsurance Company: SELF-INSURANCE - LETTER FROM CHIEF FINANCIAL OFFICFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: (813) 681-4279Facility Phone: 9045623Facility ID: 3Region: (813) 681-4279Resp Party Phone: RICK HERWEH | PHY ADDRESS: 1201 OAKFIELD DR #109Contact: BRANDON, FL 33509Owner City,St,Zip: ATTN: RICK HERWEHOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 18-DEC-2013Expire Date: 18-DEC-2012Effective Date: IRONSHORE SPECIALTY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: (813) 681-4279Facility Phone: 9045623Facility ID: 3Region: (813) 681-4279Resp Party Phone: RICK HERWEH | PHY ADDRESS: 1201 OAKFIELD DR #109Contact: BRANDON, FL 33509Owner City,St,Zip: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC05335716.2r Page 20 237 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation (813) 681-4279Resp Party Phone: RICK HERWEH | PHY ADDRESS: 1201 OAKFIELD DR #109Contact: BRANDON, FL 33509Owner City,St,Zip: ATTN: RICK HERWEHOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 31-DEC-2015Expire Date: 31-DEC-2014Effective Date: LIBERTY SURPLUS INSURANCE CORPInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: (813) 681-4279Facility Phone: 9045623Facility ID: 3Region: (813) 681-4279Resp Party Phone: RICK HERWEH | PHY ADDRESS: 1201 OAKFIELD DR #109Contact: BRANDON, FL 33509Owner City,St,Zip: ATTN: RICK HERWEHOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 30-APR-2012Expire Date: 30-APR-2011Effective Date: ILLINOIS UNIONInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: (813) 681-4279Facility Phone: 9045623Facility ID: 3Region: (813) 681-4279Resp Party Phone: RICK HERWEH | PHY ADDRESS: 1201 OAKFIELD DR #109Contact: BRANDON, FL 33509Owner City,St,Zip: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 GALLOWS RDContact address: DAN HORTONContact: FAIRFAX, VA 22037-0002 GALLOWS RDMailing address: FLD984205518EPA ID: WINTER SPRINGS, FL 32708 1205 E SR 434Facility address: MOBIL OIL CORP SS #Q8MFacility name: 10/12/2011Date form received by agency: RCRA NonGen / NLR: 173 ft. Site 3 of 3 in cluster B 0.033 mi. Relative: Higher Actual: 43 ft. < 1/8 ECHOWINTER SPRINGS, FL 32708 SW FINDS1205 E SR 434 FLD984205518 B5 RCRA NonGen / NLRMOBIL OIL CORP SS #Q8M 1000702716 TC05335716.2r Page 21 238 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 06/15/1991Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: Not reportedOwner/operator telephone: USOwner/operator country: FAIRFAX, VA 22037 3225 GALLOWS RDOwner/operator address: MOBIL OIL CORP SS # Q8MOwner/operator name: Not reportedOwner/Op end date: 02/09/2000Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: Not reportedOwner/operator telephone: USOwner/operator country: FAIRFAX, VA 22037 3225 GALLOWS RDOwner/operator address: DAN HORTONOwner/operator name: Not reportedOwner/Op end date: 10/27/2011Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: Not reportedOwner/operator telephone: USOwner/operator country: FAIRFAX, VA 22037 3225 GALLOWS RDOwner/operator address: DONNA HYMESOwner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: 04EPA Region: Not reportedContact email: 703-849-3330Contact telephone: USContact country: FAIRFAX, VA 22037-0002 MOBIL OIL CORP SS #Q8M (Continued) 1000702716 TC05335716.2r Page 22 239 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed-facility-report?fid=110006386534DFR URL: 110006386534Registry ID: 1000702716Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access affiliation data for the State of Florida. Maintenance (FDM) system maintains entity, environmental interest and Florida Environmental System Today Application (FIESTA) Data corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110006386534Registry ID: FINDS: No violations foundViolation Status: BENZENE. Waste name: D018. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: Small Quantity GeneratorClassification: MOBIL OIL CORP SS #Q8MSite name: 08/02/1991Date form received by agency: Historical Generators: BENZENE. Waste name: D018. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: MOBIL OIL CORP SS #Q8M (Continued) 1000702716 TC05335716.2r Page 23 240 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 28-SEP-87Discharge Date: 8516641Facility ID: Petroleum Cleanup Program Eligibility: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 09/10/2013Site Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEEligibility Indicator: Not reportedOther Source Description: C - CLOSURE REPORTInformation Source: COMPLETEDCleanup Work Status: 10/02/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 09/28/1987Discharge Date: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 09/10/2013Site Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEEligibility Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 10/02/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 08/07/2000Discharge Date: Discharge Cleanup Summary: 08/29/2000Address Update: Not reportedName Update: BRENT PUZAKOperator: 76Score When Ranked: 02/01/2013Score Effective Date: 56Score: 0Datum: DPHOMethod: Not reportedFeature: 030Range: 020Township: 036Section: 28 41 47.7907 / 81 15 47.2791Lat/Long (dms): Central DistrictDistrict: 556Facility Cleanup Rank: (904)327-1217Facility Phone: A - Retail StationFacility Type: CLOSEDFacility Status: 8516641Facility Id: STATERegion: LUST: 545 ft. 0.103 mi. Relative: Higher Actual: 45 ft. < 1/8 Financial AssuranceWINTER SPRINGS, FL 32708 West UST170 TUSCAWILLA RD N/A 6 LUSTHANDY WAY FOOD STORE #3333 U003334173 TC05335716.2r Page 24 241 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation YesContaminated Ground Water: NoContaminated Surface Water: YesContaminated Soil: NoContaminated Monitoring Well: 0Contaminated Drinking Wells: PCLP48 - ORANGE COUNTY ENVIRONTank Office: 09/10/2013Site Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEElig Indicator: Not reportedOther Source Description: C - CLOSURE REPORTInformation Source: COMPLETEDCleanup Work Status: 10/02/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 09/28/1987Discharge Date: Not reportedGallons Discharged: Not reportedPollutant Other Description: B - Unleaded GasPollutant: YesContaminated Ground Water: Not reportedContaminated Surface Water: Not reportedContaminated Soil: Not reportedContaminated Monitoring Well: Not reportedContaminated Drinking Wells: PCLP48 - ORANGE COUNTY ENVIRONTank Office: 09/10/2013Site Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEElig Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 10/02/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 08/07/2000Discharge Date: Contaminated Media: Not reportedCap Amount: 0Co-Pay Paid To Date: Not reportedCo-Pay Amount: 0Deductible Paid To Date: Not reportedDeductible Amount: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 09/10/2013Site Mgr End Date: PRESS_DMSite Manager: 07/27/2000Inspection Date: NoRedetermined: 07/28/1994Letter Of Intent Date: 21-MAR-88Elig Status Date: 21-MAR-88Eligibility Status: E - EARLY DETECTION INCENTIVECleanup Program: 30-SEP-87Application Received Date: Not reportedOther Source Description: C - CLOSURE REPORTInformation Source: COMPLETEDCleanup Work Status: 10/02/2013Disch Cleanup Status Date: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC05335716.2r Page 25 242 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 90612RA Task ID: Not reportedRAP Last Order Approved: Not reportedRAP Payment Date: Not reportedRAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: -RAP Cleanup Responsible ID: Not reportedRAP Task ID: Not reportedSA Payment Date: Not reportedSA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: -SA Cleanup Responsible: 91160SA Task ID: Not reportedSR Alternate Procedure Comments: Not reportedSR Alternate Procedure Status Date: Not reportedSR Alternate Procedure Status: Not reportedSR Alternate Proc Received Date: Not reportedSR Other Treatment: Not reportedSR Soil Treatment: Not reportedSR Soil Tonnage Removed: Not reportedSR Free Product Removal: Not reportedSR Soil Removal: Not reportedSR Written Date: Not reportedSR Oral Date: Not reportedSR Payment Date: Not reportedSR Completion Date: Not reportedSR Actual Cost: -SR Funding Eligibility Type: -SR Cleanup Responsible: Not reportedSR Task ID: PCLP48 - Orange CountyTank Office: 09-10-2013Site Mgr End Date: PRESS_DMSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 10-02-2013SRC Issue Date: A - APPROVEDSRC Completion Status: 07-10-2013SRC Review Date: 06-19-2013SRC Submit Date: NFA - NO FURTHER ACTIONSRC Action Type: 10-02-2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 08-07-2000Discharge Date: 07-10-2013Source Effective Date: ECleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: CLOSEDFacility Status: 8516641Facility ID: CDDistrict: Task Information: Not reportedGallons Discharged: Not reportedPollutant Other Description: A - Leaded GasPollutant: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC05335716.2r Page 26 243 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 23274RA Task ID: Not reportedRAP Last Order Approved: Not reportedRAP Payment Date: Not reportedRAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: RP - RESPONSIBLE PARTYRAP Cleanup Responsible ID: 23273RAP Task ID: Not reportedSA Payment Date: 01-17-1997SA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: RP - RESPONSIBLE PARTYSA Cleanup Responsible: 23272SA Task ID: Not reportedSR Alternate Procedure Comments: Not reportedSR Alternate Procedure Status Date: Not reportedSR Alternate Procedure Status: Not reportedSR Alternate Proc Received Date: Not reportedSR Other Treatment: YSR Soil Treatment: Not reportedSR Soil Tonnage Removed: Not reportedSR Free Product Removal: YSR Soil Removal: Not reportedSR Written Date: Not reportedSR Oral Date: Not reportedSR Payment Date: Not reportedSR Completion Date: Not reportedSR Actual Cost: -SR Funding Eligibility Type: RP - RESPONSIBLE PARTYSR Cleanup Responsible: 23271SR Task ID: PCLP48 - Orange CountyTank Office: 09-10-2013Site Mgr End Date: PRESS_DMSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 10-02-2013SRC Issue Date: A - APPROVEDSRC Completion Status: 07-10-2013SRC Review Date: 06-19-2013SRC Submit Date: NFA - NO FURTHER ACTIONSRC Action Type: 10-02-2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 09-28-1987Discharge Date: 07-10-2013Source Effective Date: ECleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: CLOSEDFacility Status: 8516641Facility ID: CDDistrict: Not reportedRA Actual Cost: 0RA Years to Complete: -RA Funding Eligibility Type: ST - STATERA Cleanup Responsible: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC05335716.2r Page 27 244 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation UNDERGROUNDTank Location: TANKVessel Indicator: 12000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 01-APR-1995Install Date: 01-JUL-2000Status Date: RemovedStatus: 3Tank Id: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 01-MAY-1982Install Date: 27-MAR-1995Status Date: RemovedStatus: 2Tank Id: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 01-MAY-1982Install Date: 27-MAR-1995Status Date: RemovedStatus: 1Tank Id: Tank Info: (919) 774-6700Owner Phone: BRENT PUZAK | RAMON INCIONG (386) 916-6267Owner Contact: CARY, NC 27511Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 305 GREGSON DROwner Address: THE PANTRY INCOwner Name: 10563Owner Id: Owner: 28 41 47.9799999 / 81 15 47.0200000Lat/Long (dms): DPHOPositioning Method: STATERegion: (904) 327-1217Facility Phone: Retail StationType Description: CLOSEDFacility Status: 8516641Facility Id: UST: Click here for Florida Oculus: Not reportedRA Actual Cost: 0RA Years to Complete: -RA Funding Eligibility Type: ST - STATERA Cleanup Responsible: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC05335716.2r Page 28 245 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedEffective Date: Not reportedInsurance Company: SELF-INSURANCE - LETTER FROM CHIEF FINANCIAL OFFICFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: CLOSEDFacility Status: (904) 327-1217Facility Phone: 8516641Facility ID: 3Region: (919) 774-6700Resp Party Phone: BRENT PUZAK | RAMON INCIONG (386) 916-6267Contact: CARY, NC 27511Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 305 GREGSON DROwner Address: THE PANTRY INCOnwer Name: 10563Owner ID: 09-APR-1991Expire Date: 09-APR-1990Effective Date: FPLIPAInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: CLOSEDFacility Status: (904) 327-1217Facility Phone: 8516641Facility ID: 3Region: FL Financial Assurance 3: Click here for Florida Oculus: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 01-APR-1995Install Date: 01-JUL-2000Status Date: RemovedStatus: 5Tank Id: PDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 01-MAY-1982Install Date: 27-MAR-1995Status Date: RemovedStatus: 4Tank Id: PDEP Contractor: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC05335716.2r Page 29 246 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation (919) 774-6700Resp Party Phone: BRENT PUZAK | RAMON INCIONG (386) 916-6267Contact: CARY, NC 27511Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 305 GREGSON DROwner Address: THE PANTRY INCOnwer Name: 10563Owner ID: Not reportedExpire Date: HANDY WAY FOOD STORE #3333 (Continued) U003334173 28 41 37.4926000 / 81 15 38.2828000Latitude/Longitude (deg/min/sec): Digital Aerial Photography With Ground ControlDecode for V_Method: extend offsite. that contamination above applicable standards or criteria DOES NOT No, the best available evidence (such as completed SAR) demonstratesDecode for Off Site COC: Digital Aerial Photography With Ground ControlDecode for Method: North American Datum of 1983Decode for Datum: Central DistrictDecode for District: 08/24/2016Verification Date: CRVerifying Program Id: Florida Department of Environmental ProtectionVerifier Affiliation: HOUSTON_GVerifier Username: DPHOVerify Method Id: 3Coordinate Accuracy Id: 12000Interpolation Scale: 12000Map Source Scale: IMAGERY_11_13Map Series Used: 08/24/2016Collect Date: CRCollect Program Id: Florida Department of Environmental ProtectionCollect Affiliation: HOUSTON_GCollect Username: EXACTProximity To Object: CAP_RAP SITEObject Of Interest: Not reportedFeature: DPHOMethod ID: NAD83Datum: Not reportedPriority Score: NOffsite Cont Impact: Not reportedContaminants: 08/23/2016Initial Date Received: Not reportedOGC Case Number: HOUSTON_GProject Manager: CLOSEDSite Status: 352812Project Id: 346911Site Id: Central DistrictDistrict: RESP PARTY: 912 ft. 0.173 mi. Relative: Lower Actual: 34 ft. 1/8-1/4 WINTER SPRINGS,, FL 32708 SSE E SR 434 N/A 7 RESP PARTYSCRIMSHER PARCEL S118895025 TC05335716.2r Page 30 247 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Monitor dbl wall tank spaceMonitoring Description: 1Tank ID: Visual inspection of ASTsMonitoring Description: 1Tank ID: Monitoring: Level gauges/alarmsConstruction Description: Overfill/SpillConstruction Category: 1Tank Id: Spill containment bucketConstruction Description: Overfill/SpillConstruction Category: 1Tank Id: Double wallConstruction Description: Secondary ContainmentConstruction Category: 1Tank Id: SteelConstruction Description: Primary ConstructionConstruction Category: 1Tank Id: Construction: ABOVEGROUNDTank Location: 1000Gallons: Emerg Generator DieselContent Description: Diesel-emergen generatorSubstance: 01-NOV-2007Install Date: 01-NOV-2007Status Date: In serviceStatus: 1Tank Id: (863) 499-5418Owner Phone: MICHAEL HEWETTOwner Contact: LAKELAND, FL 33802Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address 2: PO BOX 407Owner Address: PUBLIX SUPER MARKETS INC - ENVIRONMENTALOwner Name: 25164Owner Id: Owner: Not reportedLat/Long (dms): Not reportedPositioning Method: STATERegion: CDEP Contractor Own: (407) 327-9725Facility Phone: Fuel user/Non-retailType Description: OPENFacility Status: 9809815Facility ID: AST: 1131 ft. 0.214 mi. Relative: Higher Actual: 46 ft. 1/8-1/4 WINTER SPRINGS, FL 32708 NW 1160 E SR 434 N/A 8 ASTPUBLIX SUPER MARKET #62 A100318088 TC05335716.2r Page 31 248 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here for Florida Oculus: Suction piping systemPiping Description: Miscellaneous AttributesPiping Category: 1Tank ID: Abv, no soil contactPiping Description: Miscellaneous AttributesPiping Category: 1Tank ID: Piping: Continuous electronic sensingMonitoring Description: 1Tank ID: PUBLIX SUPER MARKET #62 (Continued) A100318088 Overfill/SpillConstruction Category: 1Tank Id: SteelConstruction Description: Primary ConstructionConstruction Category: 1Tank Id: Construction: ABOVEGROUNDTank Location: 750Gallons: Emerg Generator DieselContent Description: Diesel-emergen generatorSubstance: 01-JUL-1997Install Date: 01-JUL-1997Status Date: In serviceStatus: 1Tank Id: (407) 320-0067Owner Phone: KIM M DOVEOwner Contact: SANFORD, FL 32773Owner City,St,Zip: ATTN: KIM M DOVEOwner Address 2: 400 E LAKE MARY BLVDOwner Address: SEMINOLE CNTY PUBLIC SCHOOLSOwner Name: 19532Owner Id: Owner: Not reportedLat/Long (dms): Not reportedPositioning Method: STATERegion: CDEP Contractor Own: (407) 320-7412Facility Phone: County GovernmentType Description: OPENFacility Status: 9813093Facility ID: AST: 1308 ft. Site 1 of 2 in cluster C 0.248 mi. Relative: Lower Actual: 33 ft. 1/8-1/4 WINTER SPRINGS, FL 32708 NNE 130 TUSKAWILLA RD N/A C9 ASTWINTER SPRINGS HIGH SCHOOL A100360884 TC05335716.2r Page 32 249 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here for Florida Oculus: Approved synthetic materialPiping Description: Primary ConstructionPiping Category: 1Tank ID: Abv, no soil contactPiping Description: Miscellaneous AttributesPiping Category: 1Tank ID: Steel/galvanized metalPiping Description: Primary ConstructionPiping Category: 1Tank ID: Suction piping systemPiping Description: Miscellaneous AttributesPiping Category: 1Tank ID: Piping: Visual inspection of ASTsMonitoring Description: 1Tank ID: Monitor dbl wall tank spaceMonitoring Description: 1Tank ID: Monitoring: Double wallConstruction Description: Secondary ContainmentConstruction Category: 1Tank Id: Level gauges/alarmsConstruction Description: WINTER SPRINGS HIGH SCHOOL (Continued) A100360884 month, and accumulates 1000 kg or less of hazardous waste at any time; Handler: generates 100 kg or less of hazardous waste per calendarDescription: Conditionally Exempt Small Quantity GeneratorClassification: 04EPA Region: DALE_PHILLIPS@SCPS.K12.FL.USContact email: 407-320-8750Contact telephone: USContact country: WINTER SPRINGS, FL 32708-2831 TUSKAWILLA RDContact address: DALE PHILLIPSContact: WINTER SPRINGS, FL 32708-2831 TUSKAWILLA RDMailing address: FLR000147058EPA ID: WINTER SPRINGS, FL 32708-2831 130 TUSKAWILLA RDFacility address: WINTER SPRINGS HIGH SCHOOLFacility name: 05/19/2008Date form received by agency: RCRA-CESQG: 1308 ft. Site 2 of 2 in cluster C 0.248 mi. Relative: Lower Actual: 33 ft. 1/8-1/4 WINTER SPRINGS, FL 32708 NNE 130 TUSKAWILLA RD FLR000147058 C10 RCRA-CESQGWINTER SPRINGS HIGH SCHOOL 1011488366 TC05335716.2r Page 33 250 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 05/19/2008Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: Not reportedOwner/operator telephone: USOwner/operator country: WINTER SPRINGS, FL 32708 130 TUSKAWILLA RDOwner/operator address: CICCARELLO DAWNOwner/operator name: Not reportedOwner/Op end date: 05/19/2008Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: Not reportedOwner/operator telephone: USOwner/operator country: WINTER SPRINGS, FL 32708 130 TUSKAWILLA RDOwner/operator address: DAWN CICCARELLOOwner/operator name: Not reportedOwner/Op end date: 05/19/2008Owner/Op start date: OwnerOwner/Operator Type: CountyLegal status: Not reportedOwner/operator extension: Not reportedOwner/operator fax: Not reportedOwner/operator email: 407-320-0067Owner/operator telephone: USOwner/operator country: SANFORD, FL 32773 400 E LAKE MARY BLVDOwner/operator address: SEMINOLE COUNTY SCHOOL BOARDOwner/operator name: Owner/Operator Summary: hazardous waste the cleanup of a spill, into or on any land or water, of acutely any residue or contaminated soil, waste or other debris resulting from time: 1 kg or less of acutely hazardous waste; or 100 kg or less of hazardous waste during any calendar month, and accumulates at any from the cleanup of a spill, into or on any land or water, of acutely of any residue or contaminated soil, waste or other debris resulting land or water, of acutely hazardous waste; or generates 100 kg or less other debris resulting from the cleanup of a spill, into or on any waste; or 100 kg or less of any residue or contaminated soil, waste or month, and accumulates at any time: 1 kg or less of acutely hazardous or generates 1 kg or less of acutely hazardous waste per calendar WINTER SPRINGS HIGH SCHOOL (Continued) 1011488366 TC05335716.2r Page 34 251 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No violations foundViolation Status: REACTIVE WASTE. Waste name: D003. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: WINTER SPRINGS HIGH SCHOOL (Continued) 1011488366 12/20/2007Datestamp: CLARKE_CUser Name: aka L.D. Plante, Inc.Comment: 01/17/2008Date Verification: DPHOVerification: PAPERMethod: Seminole CountySource: 35.89Long SS: 15Long MM: 81Long DD: 24.12Lat SS: 41Lat MM: 28Lat DD: -81.2598369Longitude: 28.6896972Latitude: 523396.5232Y Coordinate: 667217.022X Coordinate: 12/27/2007BSRA Date: AWAITING CLEANUPRemediation: 6.15871099Acreage: CentralDistrict: Not reportedSRCO Date: Former Central Florida Drum FacilityArea Name: BF590702000Area Id: 59County Code: 23Object Id: BF590702001Site Id: BROWNFIELDS: 1709 ft. 0.324 mi. Relative: Lower Actual: 40 ft. 1/4-1/2 ASBESTOSWINTER SPRINGS, FL 32708 South AIRS2950 (M-1 ZONING AREA ONLY) AND 2960 RAILROAD AVENUE N/A 11 BROWNFIELDSFORMER CENTRAL FLORIDA DRUM FACILITY S116348626 TC05335716.2r Page 35 252 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Pipe SF: Not reportedPipe RACM: 0Floor SF: Not reportedFloor RACM: 0Cementitious SF: Not reportedCementitious RACM: 05/31/2016Finish Date: 05/02/2016Start Date: BOYKIN CONSTRUCTIONContractor Name: STANARD PACIFICOwner Name: Not reportedAnnual Notification: Not reportedOrdered Demolition?: 2950 RAILROADSite Name: REVIEWEDNotification Status: DEMOLITIONProject Type: ORIGINALNotification Type: 87482Notification ID: AS11701467Facility ID: ASBESTOS: william@boykinconstruction.comContact EMail: 352-302-6074Contact Phone: 7910Contact Zip4: 34715Contact Zip Code: FLContact State: MinneolaContact City: Not reportedContact Address2: 116 W Center StContact Address1: Willaim CrispContact Name: 28 41 20.3653 / 81 15 31.7496Lat/Long (dms): 01/23/2021Expiration Date: 01/23/2016Issue Date: 7775885001AGPermit Number: NoTitle V: Stone, Clay, Glass And Concrete ProductsSIC: Boykin ConstructionOwner Name: POINTCategory: CDOffice: permit issuance. it may not be operating at the time of, or immediately subsequent to, an existing facility which has not been permanently shut down, though modification), or on long-term reserve shutdown. This code indicates temporarily shut down (including any shutdown while undergoing Active One or more emissions units in operation, on standby status,Facility Status: 7775885Facility ID: AIRS: -81.2598369Longitude: 28.6896972Latitude: Not reportedIssue Date: 12/27/2007Executed Date: BF590702001Site Id: 6.45Acreage: CentralDistrict: BF590702000Area Id: BSRA: FORMER CENTRAL FLORIDA DRUM FACILITY (Continued) S116348626 TC05335716.2r Page 36 253 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDate Receive: Not reportedTransporter Zip: Not reportedTransporter State: Not reportedTransporter City: Not reportedTransporter Address: WWaste Disp Source: 22321Waste Disp ID: YContractor is Transporter: Not reportedTransporter Name: 32703Waste Disposal Zip: FLWaste Disposal State: APOPKAWaste Disposal City: 255 W. KEENE ROADWaste Disposal Address: KEENE ROAD LANDFILL - CLASS IIIWaste Disposal Site: 0Surface Mat SF: Not reportedSurface Mat RACM: 0Roof SF: Not reportedRoof RACM: 0CF RACM: FORMER CENTRAL FLORIDA DRUM FACILITY (Continued) S116348626 ORIGINALNotification Type: 87645Notification ID: AS11701468Facility ID: ASBESTOS: Click here for Florida Oculus: Not reportedLand Owner Telephone: Not reportedLand Owner City/State/Zip: Not reportedLand Owner Address: Not reportedLand Owner Name: Not reportedSite Supervisor Telephone: Not reportedSite Supervisor City/State/Zip: Not reportedSite Supervisor Addr: Not reportedSite Supervisor Name: Not reportedEMail Address2: Not reportedEMail Address1: Not reportedResponsible Authority Phone: Not reportedResponsible Authority City,St,Zip: Not reportedResponsible Authority Address: Not reportedResponsible Authority Name: Not reportedRange: Not reportedTownship: Not reportedSection: INACTIVE (I)Class Status: DISASTER DEBRIS MANAGEMENT SITEClassification: 910Class Type: 28:41:24.79 / 81:15:48.91Lat/Long: CDDistrict: 104855Facility ID: SWF/LF: 2467 ft. 0.467 mi. Relative: Higher Actual: 47 ft. 1/4-1/2 WINTER SPRINGS, FL 32708 SSW ASBESTOS395 TUSKAWILLA RD. & 2950 RAILROAD AVE. N/A 12 SWF/LFVACANT CHURCH AND WAREHOUSE S120042590 TC05335716.2r Page 37 254 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDate Receive: Not reportedTransporter Zip: FLTransporter State: Not reportedTransporter City: Not reportedTransporter Address: WWaste Disp Source: 85764Waste Disp ID: YContractor is Transporter: Not reportedTransporter Name: 33538Waste Disposal Zip: FLWaste Disposal State: LAKE PANASOFFKEEWaste Disposal City: 1032 CR 529AWaste Disposal Address: ACMS CLASS I LANDFILLWaste Disposal Site: 1150Surface Mat SF: Not reportedSurface Mat RACM: Not reportedRoof SF: Not reportedRoof RACM: Not reportedCF RACM: Not reportedPipe SF: Not reportedPipe RACM: 250Floor SF: Not reportedFloor RACM: 600Cementitious SF: Not reportedCementitious RACM: 05/17/2016Finish Date: 05/11/2016Start Date: CROSS CONSTRUCTION SERVICES, INC.Contractor Name: STANDARD PACIFIC OF FLORIDAOwner Name: Not reportedAnnual Notification: NOrdered Demolition?: CHURCH AND WAREHOUSESite Name: REVIEWEDNotification Status: RENOVATIONProject Type: VACANT CHURCH AND WAREHOUSE (Continued) S120042590 02/07/2005Score Effective Date: 26Score: 0Datum: DPHOMethod: Not reportedFeature: 30ERange: 20STownship: 036Section: 28 42 6.6917 / 81 15 56.1041Lat/Long (dms): Central DistrictDistrict: 6627Facility Cleanup Rank: (407)327-1800Facility Phone: H - Local GovernmentFacility Type: OPENFacility Status: 8731664Facility Id: STATERegion: LUST: 2586 ft. 0.490 mi.Financial Assurance Relative: Higher Actual: 43 ft. 1/4-1/2 ASTWINTER SPRINGS, FL 32708 NW UST1126 E HWY 434 N/A 13 LUSTWINTER SPRINGS CITY-CITY HALL U001374552 TC05335716.2r Page 38 255 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 10-03-2008SRC Issue Date: A - APPROVEDSRC Completion Status: 09-19-2008SRC Review Date: 09-16-2008SRC Submit Date: NFA - NO FURTHER ACTIONSRC Action Type: 10-03-2008Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 05-15-2003Discharge Date: 09-19-2008Source Effective Date: ICleanup Eligibility Status: 59County ID: SEMINOLECounty: H - Local Government -Facility Type: OPENFacility Status: 8731664Facility ID: CDDistrict: Task Information: Not reportedGallons Discharged: DAMAGE TO THE FILL PORT AREA, RECENT CONSTRUCTIONPollutant Other Description: B - Unleaded GasPollutant: Not reportedContaminated Ground Water: Not reportedContaminated Surface Water: Not reportedContaminated Soil: YesContaminated Monitoring Well: Not reportedContaminated Drinking Wells: PCLP59 - ORANGE COUNTY ENVIRONTank Office: 12/10/2008Site Mgr End Date: SCHMIDT_JDSite Manager: I - INELIGIBLEElig Indicator: COMPLIANCE INSPECTIONOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 10/03/2008Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 05/15/2003Discharge Date: Contaminated Media: PCLP59 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 12/10/2008Site Mgr End Date: SCHMIDT_JDSite Manager: I - INELIGIBLEEligibility Indicator: COMPLIANCE INSPECTIONOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 10/03/2008Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 05/15/2003Discharge Date: Discharge Cleanup Summary: 07/22/2011Address Update: 09/15/2009Name Update: KIP LOCKCUFFOperator: 26Score When Ranked: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC05335716.2r Page 39 256 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ATTN: STORAGE TANK REGISOwner Address 2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOwner Name: 24225Owner Id: Owner: 28 42 6.41999999 / 81 15 58.2000000Lat/Long (dms): DPHOPositioning Method: STATERegion: (407) 327-1800Facility Phone: Local GovernmentType Description: OPENFacility Status: 8731664Facility Id: UST: Click here for Florida Oculus: Not reportedRA Actual Cost: 0RA Years to Complete: -RA Funding Eligibility Type: -RA Cleanup Responsible: 83531RA Task ID: Not reportedRAP Last Order Approved: Not reportedRAP Payment Date: Not reportedRAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: -RAP Cleanup Responsible ID: 83785RAP Task ID: Not reportedSA Payment Date: Not reportedSA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: -SA Cleanup Responsible: 82754SA Task ID: Not reportedSR Alternate Procedure Comments: Not reportedSR Alternate Procedure Status Date: Not reportedSR Alternate Procedure Status: Not reportedSR Alternate Proc Received Date: Not reportedSR Other Treatment: Not reportedSR Soil Treatment: 24SR Soil Tonnage Removed: Not reportedSR Free Product Removal: YSR Soil Removal: Not reportedSR Written Date: Not reportedSR Oral Date: Not reportedSR Payment Date: 10-22-2003SR Completion Date: Not reportedSR Actual Cost: -SR Funding Eligibility Type: -SR Cleanup Responsible: 82753SR Task ID: PCLP59 - Seminole CountyTank Office: 12-10-2008Site Mgr End Date: SCHMIDT_JDSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC05335716.2r Page 40 257 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1000Gallons: Emerg Generator DieselContent Description: Diesel-emergen generatorSubstance: 01-MAY-2009Install Date: 01-MAY-2009Status Date: In serviceStatus: 3Tank Id: (407) 327-6584Owner Phone: STEPHANIE MONICA | 407-346-1900Owner Contact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOwner Name: 24225Owner Id: Owner: 28 42 6.41999999 / 81 15 58.2000000Lat/Long (dms): DPHOPositioning Method: STATERegion: CDEP Contractor Own: (407) 327-1800Facility Phone: Local GovernmentType Description: OPENFacility Status: 8731664Facility ID: AST: Click here for Florida Oculus: CDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 1000Gallons: Emerg Generator DieselContent Description: Diesel-emergen generatorSubstance: 01-APR-1985Install Date: 01-MAY-2009Status Date: RemovedStatus: 2Tank Id: CDEP Contractor: UNDERGROUNDTank Location: TANKVessel Indicator: 10000Gallons: Unleaded GasContent Description: Unleaded gasSubstance: 01-APR-1985Install Date: 17-SEP-2007Status Date: RemovedStatus: 1Tank Id: Tank Info: (407) 327-6584Owner Phone: STEPHANIE MONICA | 407-346-1900Owner Contact: WINTER SPRINGS, FL 32708Owner City,St,Zip: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC05335716.2r Page 41 258 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation INSURANCEFinaincial Responsibility: CDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: (407) 327-1800Facility Phone: 8731664Facility ID: 3Region: FL Financial Assurance 3: Click here for Florida Oculus: Suction piping systemPiping Description: Miscellaneous AttributesPiping Category: 3Tank ID: Abv, no soil contactPiping Description: Miscellaneous AttributesPiping Category: 3Tank ID: External protective coatingPiping Description: Corrosion ProtectionPiping Category: 3Tank ID: Steel/galvanized metalPiping Description: Primary ConstructionPiping Category: 3Tank ID: Piping: Monitor tank bottom spaceMonitoring Description: 3Tank ID: Visual inspection of ASTsMonitoring Description: 3Tank ID: Monitoring: Double wall - tank jacketConstruction Description: Secondary ContainmentConstruction Category: 3Tank Id: Level gauges/alarmsConstruction Description: Overfill/SpillConstruction Category: 3Tank Id: Spill containment bucketConstruction Description: Overfill/SpillConstruction Category: 3Tank Id: SteelConstruction Description: Primary ConstructionConstruction Category: 3Tank Id: Construction: ABOVEGROUNDTank Location: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC05335716.2r Page 42 259 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation INSURANCEFinaincial Responsibility: CDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: (407) 327-1800Facility Phone: 8731664Facility ID: 3Region: (407) 327-6584Resp Party Phone: STEPHANIE MONICA | 407-346-1900Contact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 09-NOV-2018Expire Date: 09-NOV-2017Effective Date: COMMERCE & INDUSTRY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: (407) 327-1800Facility Phone: 8731664Facility ID: 3Region: (407) 327-6584Resp Party Phone: STEPHANIE MONICA | 407-346-1900Contact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 09-NOV-2009Expire Date: 09-NOV-2008Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: (407) 327-1800Facility Phone: 8731664Facility ID: 3Region: (407) 327-6584Resp Party Phone: STEPHANIE MONICA | 407-346-1900Contact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 09-NOV-2015Expire Date: 09-NOV-2014Effective Date: COMMERCE & INDUSTRYInsurance Company: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC05335716.2r Page 43 260 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation INSURANCEFinaincial Responsibility: CDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: (407) 327-1800Facility Phone: 8731664Facility ID: 3Region: (407) 327-6584Resp Party Phone: STEPHANIE MONICA | 407-346-1900Contact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 09-NOV-2011Expire Date: 09-NOV-2011Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: (407) 327-1800Facility Phone: 8731664Facility ID: 3Region: (407) 327-6584Resp Party Phone: STEPHANIE MONICA | 407-346-1900Contact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 09-NOV-2012Expire Date: 09-NOV-2011Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: (407) 327-1800Facility Phone: 8731664Facility ID: 3Region: (407) 327-6584Resp Party Phone: STEPHANIE MONICA | 407-346-1900Contact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 09-NOV-2017Expire Date: 09-NOV-2016Effective Date: COMMERCE & INDUSTRY INSURANCE COInsurance Company: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC05335716.2r Page 44 261 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation INSURANCEFinaincial Responsibility: CDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: (407) 327-1800Facility Phone: 8731664Facility ID: 3Region: (407) 327-6584Resp Party Phone: STEPHANIE MONICA | 407-346-1900Contact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 09-NOV-2014Expire Date: 09-NOV-2013Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: (407) 327-1800Facility Phone: 8731664Facility ID: 3Region: (407) 327-6584Resp Party Phone: STEPHANIE MONICA | 407-346-1900Contact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 09-NOV-2013Expire Date: 09-NOV-2012Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: (407) 327-1800Facility Phone: 8731664Facility ID: 3Region: (407) 327-6584Resp Party Phone: STEPHANIE MONICA | 407-346-1900Contact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 09-NOV-2011Expire Date: 09-NOV-2010Effective Date: COMMERCE & INDUSTRYInsurance Company: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC05335716.2r Page 45 262 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation (407) 327-6584Resp Party Phone: STEPHANIE MONICA | 407-346-1900Contact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 09-NOV-2010Expire Date: 09-NOV-2009Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: CDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: (407) 327-1800Facility Phone: 8731664Facility ID: 3Region: (407) 327-6584Resp Party Phone: STEPHANIE MONICA | 407-346-1900Contact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 09-NOV-2016Expire Date: 09-NOV-2015Effective Date: COMMERCE & INDUSTRYInsurance Company: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC05335716.2r Page 46 263 ORPHAN SUMMARYCityEDR IDSite NameSite AddressZipDatabase(s)Count: 0 records.NO SITES FOUNDTC05335716.2r Page 47264 To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/22/2017 Date Made Active in Reports: 01/05/2018 Number of Days to Update: 14 Source: EPA Telephone: N/A Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Quarterly NPL Site Boundaries Sources: EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone: 214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone: 913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone: 303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone: 415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/22/2017 Date Made Active in Reports: 01/05/2018 Number of Days to Update: 14 Source: EPA Telephone: N/A Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. Date of Government Version: 10/15/1991 Date Data Arrived at EDR: 02/02/1994 Date Made Active in Reports: 03/30/1994 Number of Days to Update: 56 Source: EPA Telephone: 202-564-4267 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned TC05335716.2r Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 265 Federal Delisted NPL site list Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/22/2017 Date Made Active in Reports: 01/05/2018 Number of Days to Update: 14 Source: EPA Telephone: N/A Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Quarterly Federal CERCLIS list FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version: 11/07/2016 Date Data Arrived at EDR: 01/05/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 92 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 04/06/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Varies SEMS: Superfund Enterprise Management System SEMS (Superfund Enterprise Management System) tracks hazardous waste sites, potentially hazardous waste sites, and remedial activities performed in support of EPA’s Superfund Program across the United States. The list was formerly know as CERCLIS, renamed to SEMS by the EPA in 2015. The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List (NPL) and the sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 01/09/2018 Date Data Arrived at EDR: 02/06/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 66 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 07/30/2018 Data Release Frequency: Quarterly Federal CERCLIS NFRAP site list SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC05335716.2r Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 266 SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available. Archived sites have been removed and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. The decision does not necessarily mean that there is no hazard associated with a given site; it only means that. based upon available information, the location is not judged to be potential NPL site. Date of Government Version: 01/09/2018 Date Data Arrived at EDR: 02/06/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 66 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 07/30/2018 Data Release Frequency: Quarterly Federal RCRA CORRACTS facilities list CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/26/2017 Date Made Active in Reports: 02/09/2018 Number of Days to Update: 45 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 03/28/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRA - Treatment, Storage and Disposal RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/26/2017 Date Made Active in Reports: 02/09/2018 Number of Days to Update: 45 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 03/28/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly Federal RCRA generators list RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/26/2017 Date Made Active in Reports: 02/09/2018 Number of Days to Update: 45 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 03/28/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly TC05335716.2r Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 267 RCRA-SQG: RCRA - Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/26/2017 Date Made Active in Reports: 02/09/2018 Number of Days to Update: 45 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 03/28/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/26/2017 Date Made Active in Reports: 02/09/2018 Number of Days to Update: 45 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 03/28/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly Federal institutional controls / engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 02/16/2018 Date Data Arrived at EDR: 02/22/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 78 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 05/09/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Varies US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 02/13/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 73 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 05/29/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies US INST CONTROL: Sites with Institutional Controls A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 02/13/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 73 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 05/29/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies TC05335716.2r Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 268 Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 03/19/2018 Date Data Arrived at EDR: 03/27/2018 Date Made Active in Reports: 06/08/2018 Number of Days to Update: 73 Source: National Response Center, United States Coast Guard Telephone: 202-267-2180 Last EDR Contact: 03/27/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly State- and tribal - equivalent CERCLIS SHWS: Florida’s State-Funded Action Sites State Hazardous Waste Sites. State hazardous waste site records are the states’ equivalent to CERCLIS. These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. Available information varies by state. Date of Government Version: 02/01/2018 Date Data Arrived at EDR: 02/21/2018 Date Made Active in Reports: 04/09/2018 Number of Days to Update: 47 Source: Department of Environmental Protection Telephone: 850-488-0190 Last EDR Contact: 05/25/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Semi-Annually State and tribal landfill and/or solid waste disposal site lists SWF/LF: Solid Waste Facility Database Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 04/16/2018 Date Data Arrived at EDR: 04/17/2018 Date Made Active in Reports: 04/24/2018 Number of Days to Update: 7 Source: Department of Environmental Protection Telephone: 850-922-7121 Last EDR Contact: 04/17/2018 Next Scheduled EDR Contact: 07/30/2018 Data Release Frequency: Quarterly State and tribal leaking storage tank lists LUST: Petroleum Contamination Detail Report Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground storage tank incidents. Not all states maintain these records, and the information stored varies by state. Date of Government Version: 04/09/2018 Date Data Arrived at EDR: 05/04/2018 Date Made Active in Reports: 05/22/2018 Number of Days to Update: 18 Source: Department of Environmental Protection Telephone: 850-245-8839 Last EDR Contact: 05/01/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Quarterly LAST: Leaking Aboveground Storage Tank Listing The file for Leaking Aboveground Storage Tanks. Please remember STCM does not track the source of the discharge so the agency provides a list of facilities with an aboveground tank and an open discharge split by facilities with aboveground tanks only and facilities with aboveground and underground tanks. Date of Government Version: 04/26/2018 Date Data Arrived at EDR: 05/01/2018 Date Made Active in Reports: 05/22/2018 Number of Days to Update: 21 Source: Department of Environmental Protection Telephone: 850-245-8799 Last EDR Contact: 04/25/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Varies TC05335716.2r Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 269 INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 10/24/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 09/30/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: Environmental Protection Agency Telephone: 415-972-3372 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming. Date of Government Version: 10/12/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 10/12/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version: 01/06/2018 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 6 Telephone: 214-665-6597 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 10/14/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version: 10/16/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies TC05335716.2r Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 270 INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 10/14/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies State and tribal registered storage tank lists FF TANKS: Federal Facilities Listing A listing of federal facilities with storage tanks. Date of Government Version: 03/21/2018 Date Data Arrived at EDR: 03/27/2018 Date Made Active in Reports: 04/09/2018 Number of Days to Update: 13 Source: Department of Environmental Protection Telephone: 850-245-8250 Last EDR Contact: 03/22/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version: 05/15/2017 Date Data Arrived at EDR: 05/30/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 136 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 04/13/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Varies UST: Storage Tank Facility Information Registered Underground Storage Tanks. UST’s are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available information varies by state program. Date of Government Version: 04/09/2018 Date Data Arrived at EDR: 05/03/2018 Date Made Active in Reports: 05/21/2018 Number of Days to Update: 18 Source: Department of Environmental Protection Telephone: 850-245-8839 Last EDR Contact: 05/03/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Quarterly AST: Storage Tank Facility Information Registered Aboveground Storage Tanks. Date of Government Version: 04/09/2018 Date Data Arrived at EDR: 05/03/2018 Date Made Active in Reports: 05/21/2018 Number of Days to Update: 18 Source: Department of Environmental Protection Telephone: 850-245-8839 Last EDR Contact: 05/03/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Quarterly INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations). Date of Government Version: 09/30/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies TC05335716.2r Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 271 INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations). Date of Government Version: 10/14/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations). Date of Government Version: 10/24/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations). Date of Government Version: 01/13/2018 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes). Date of Government Version: 04/24/2017 Date Data Arrived at EDR: 07/27/2017 Date Made Active in Reports: 12/08/2017 Number of Days to Update: 134 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations). Date of Government Version: 10/16/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee and Tribal Nations) Date of Government Version: 10/14/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies TC05335716.2r Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 272 INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations). Date of Government Version: 10/12/2017 Date Data Arrived at EDR: 01/23/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 80 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies TANKS: Storage Tank Facility List This listing includes storage tank facilities that do not have tank information. The tanks have either be closed or removed from the site, but the facilities were still registered at some point in history. Date of Government Version: 04/09/2018 Date Data Arrived at EDR: 05/03/2018 Date Made Active in Reports: 05/21/2018 Number of Days to Update: 18 Source: Department of Environmental Protection Telephone: 850-245-8841 Last EDR Contact: 05/03/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Quarterly State and tribal institutional control / engineering control registries ENG CONTROLS: Institutional Controls Registry The registry is a database of all contaminated sites in the state of Florida which are subject to engineering controls. Engineering Controls encompass a variety of engineered remedies to contain and/or reduce contamination, and/or physical barriers intended to limit access to property. ECs include fences, signs, guards, landfill caps, provision of potable water, slurry walls, sheet pile (vertical caps), pumping and treatment of groundwater, monitoring wells, and vapor extraction systems. Date of Government Version: 04/02/2018 Date Data Arrived at EDR: 04/04/2018 Date Made Active in Reports: 04/24/2018 Number of Days to Update: 20 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 04/04/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Semi-Annually Inst Control: Institutional Controls Registry The registry is a database of all contaminated sites in the state of Florida which are subject to institutional and engineering controls. Date of Government Version: 04/02/2018 Date Data Arrived at EDR: 04/04/2018 Date Made Active in Reports: 04/24/2018 Number of Days to Update: 20 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 04/04/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Semi-Annually State and tribal voluntary cleanup sites VCP: Voluntary Cleanup Sites Listing of closed and active voluntary cleanup sites. Date of Government Version: 03/20/2018 Date Data Arrived at EDR: 03/22/2018 Date Made Active in Reports: 04/09/2018 Number of Days to Update: 18 Source: Department of Environmental Protection Telephone: 850-245-8705 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Varies INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. TC05335716.2r Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 273 Date of Government Version: 07/27/2015 Date Data Arrived at EDR: 09/29/2015 Date Made Active in Reports: 02/18/2016 Number of Days to Update: 142 Source: EPA, Region 1 Telephone: 617-918-1102 Last EDR Contact: 03/21/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Varies INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version: 03/20/2008 Date Data Arrived at EDR: 04/22/2008 Date Made Active in Reports: 05/19/2008 Number of Days to Update: 27 Source: EPA, Region 7 Telephone: 913-551-7365 Last EDR Contact: 04/20/2009 Next Scheduled EDR Contact: 07/20/2009 Data Release Frequency: Varies State and tribal Brownfields sites BROWNFIELDS AREAS: Brownfields Areas Database A "brownfield area" means a contiguous area of one or more brownfield sites, some of which may not be contaminated, that has been designated as such by a local government resolution. Such areas may include all or portions of community redevelopment areas, enterprise zones, empowerment zones, other such designated economically deprived communities and areas, and Environmental Protection Agency (EPA) designated brownfield pilot projects. This layer provides a polygon representation of the boundaries of these designated Brownfield Areas in Florida. Date of Government Version: 02/28/2018 Date Data Arrived at EDR: 04/04/2018 Date Made Active in Reports: 04/30/2018 Number of Days to Update: 26 Source: Department of Environmental Protection Telephone: 850-245-8934 Last EDR Contact: 04/04/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Quarterly BSRA: Brownfield Site Rehabilitation Agreements Listing The BSRA provides DEP and the public assurance that site rehabilitation will be conducted in accordance with Florida Statutes and DEP’s Contaminated Site Cleanup Criteria rule. In addition, the BSRA provides limited liability protection for the voluntary responsible party. The BSRA contains various commitments by the voluntary responsible party, including milestones for completion of site rehabilitation tasks and submittal of technical reports and plans. It also contains a commitment by DEP to review technical reports according to an agreed upon schedule. Only those brownfield sites with an executed BSRA are eligible to apply for a voluntary cleanup tax credit incentive pursuant to Section 376.30781, Florida Statutes. Date of Government Version: 02/21/2018 Date Data Arrived at EDR: 04/04/2018 Date Made Active in Reports: 04/30/2018 Number of Days to Update: 26 Source: Department of Environmental Protection Telephone: 850-245-8934 Last EDR Contact: 04/04/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Varies BROWNFIELDS: Brownfields Sites Database Brownfields are defined by the Florida Department of Environmental Protection (FDEP) as abandoned, idled, or underused industrial and commercial facilities where expansion or redevelopment is complicated by real or perceived environmental contamination. Date of Government Version: 02/25/2018 Date Data Arrived at EDR: 04/04/2018 Date Made Active in Reports: 04/30/2018 Number of Days to Update: 26 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 04/04/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Semi-Annually ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists TC05335716.2r Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 274 US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs. Date of Government Version: 03/19/2018 Date Data Arrived at EDR: 03/21/2018 Date Made Active in Reports: 06/08/2018 Number of Days to Update: 79 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 03/21/2018 Next Scheduled EDR Contact: 07/02/2018 Data Release Frequency: Semi-Annually Local Lists of Landfill / Solid Waste Disposal Sites SWRCY: Recycling Centers A listing of recycling centers located in the state of Florida. Date of Government Version: 01/10/2018 Date Data Arrived at EDR: 02/16/2018 Date Made Active in Reports: 04/09/2018 Number of Days to Update: 52 Source: Department of Environmental Protection Telephone: 850-245-8718 Last EDR Contact: 04/20/2018 Next Scheduled EDR Contact: 07/30/2018 Data Release Frequency: Varies INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: 703-308-8245 Last EDR Contact: 01/30/2018 Next Scheduled EDR Contact: 05/14/2018 Data Release Frequency: Varies DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version: 01/12/2009 Date Data Arrived at EDR: 05/07/2009 Date Made Active in Reports: 09/21/2009 Number of Days to Update: 137 Source: EPA, Region 9 Telephone: 415-947-4219 Last EDR Contact: 04/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: No Update Planned ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version: 06/30/1985 Date Data Arrived at EDR: 08/09/2004 Date Made Active in Reports: 09/17/2004 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 800-424-9346 Last EDR Contact: 06/09/2004 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned IHS OPEN DUMPS: Open Dumps on Indian Land A listing of all open dumps located on Indian Land in the United States. TC05335716.2r Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 275 Date of Government Version: 04/01/2014 Date Data Arrived at EDR: 08/06/2014 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 176 Source: Department of Health & Human Serivces, Indian Health Service Telephone: 301-443-1452 Last EDR Contact: 05/04/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Varies Local Lists of Hazardous waste / Contaminated Sites US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register. Date of Government Version: 02/22/2018 Date Data Arrived at EDR: 03/01/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 71 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: No Update Planned PRIORITYCLEANERS: Priority Ranking List The Florida Legislature has established a state-funded program to cleanup properties that are contaminated as a result of the operations of a drycleaning facility. Date of Government Version: 04/04/2018 Date Data Arrived at EDR: 05/16/2018 Date Made Active in Reports: 05/22/2018 Number of Days to Update: 6 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Varies FL SITES: Sites List This summary status report was developed from a number of lists including the Eckhardt list, the Moffit list, the EPA Hazardous Waste Sites list, EPA’s Emergency & Remedial Response information System list (RCRA Section 3012) & existing department lists such as the obsolete uncontrolled Hazardous Waste Sites list. This list is no longer updated. Date of Government Version: 12/31/1989 Date Data Arrived at EDR: 05/09/1994 Date Made Active in Reports: 08/04/1994 Number of Days to Update: 87 Source: Department of Environmental Protection Telephone: 850-245-8705 Last EDR Contact: 03/24/1994 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 02/22/2018 Date Data Arrived at EDR: 03/01/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 71 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Quarterly Local Land Records LIENS 2: CERCLA Lien Information A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. TC05335716.2r Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 276 Date of Government Version: 01/09/2018 Date Data Arrived at EDR: 02/06/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 94 Source: Environmental Protection Agency Telephone: 202-564-6023 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Semi-Annually Records of Emergency Release Reports HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 03/26/2018 Date Data Arrived at EDR: 03/27/2018 Date Made Active in Reports: 06/08/2018 Number of Days to Update: 73 Source: U.S. Department of Transportation Telephone: 202-366-4555 Last EDR Contact: 03/27/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly SPILLS: Oil and Hazardous Materials Incidents Statewide oil and hazardous materials inland incidents. Date of Government Version: 04/11/2018 Date Data Arrived at EDR: 04/13/2018 Date Made Active in Reports: 05/03/2018 Number of Days to Update: 20 Source: Department of Environmental Protection Telephone: 850-245-2010 Last EDR Contact: 04/06/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Semi-Annually SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically, they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 90. Date of Government Version: 12/10/2012 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 03/04/2013 Number of Days to Update: 60 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned SPILLS 80: SPILLS80 data from FirstSearch Spills 80 includes those spill and release records available from FirstSearch databases prior to 1990. Typically, they may include chemical, oil and/or hazardous substance spills recorded before 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 80. Date of Government Version: 09/01/2001 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 03/06/2013 Number of Days to Update: 62 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Other Ascertainable Records RCRA NonGen / NLR: RCRA - Non Generators / No Longer Regulated RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. Date of Government Version: 12/11/2017 Date Data Arrived at EDR: 12/26/2017 Date Made Active in Reports: 02/09/2018 Number of Days to Update: 45 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 03/28/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly TC05335716.2r Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 277 FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version: 01/31/2015 Date Data Arrived at EDR: 07/08/2015 Date Made Active in Reports: 10/13/2015 Number of Days to Update: 97 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 05/25/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 11/10/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 62 Source: USGS Telephone: 888-275-8747 Last EDR Contact: 04/13/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Semi-Annually FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 02/06/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 339 Source: U.S. Geological Survey Telephone: 888-275-8747 Last EDR Contact: 04/11/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: N/A SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin. Date of Government Version: 01/01/2017 Date Data Arrived at EDR: 02/03/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 63 Source: Environmental Protection Agency Telephone: 615-532-8599 Last EDR Contact: 05/15/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities. Date of Government Version: 01/11/2018 Date Data Arrived at EDR: 01/19/2018 Date Made Active in Reports: 03/02/2018 Number of Days to Update: 42 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 03/27/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Quarterly EPA WATCH LIST: EPA WATCH LIST EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved. TC05335716.2r Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 278 Date of Government Version: 08/30/2013 Date Data Arrived at EDR: 03/21/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 617-520-3000 Last EDR Contact: 05/07/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version: 04/22/2013 Date Data Arrived at EDR: 03/03/2015 Date Made Active in Reports: 03/09/2015 Number of Days to Update: 6 Source: Environmental Protection Agency Telephone: 703-308-4044 Last EDR Contact: 05/08/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Varies TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 06/21/2017 Date Made Active in Reports: 01/05/2018 Number of Days to Update: 198 Source: EPA Telephone: 202-260-5521 Last EDR Contact: 03/23/2018 Next Scheduled EDR Contact: 07/02/2018 Data Release Frequency: Every 4 Years TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 01/10/2018 Date Made Active in Reports: 01/12/2018 Number of Days to Update: 2 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 05/25/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Annually SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. Date of Government Version: 12/31/2009 Date Data Arrived at EDR: 12/10/2010 Date Made Active in Reports: 02/25/2011 Number of Days to Update: 77 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 04/09/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Annually ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 01/09/2018 Date Data Arrived at EDR: 02/06/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 94 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Annually TC05335716.2r Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 279 RMP: Risk Management Plans When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the fire department) should an accident occur. Date of Government Version: 11/02/2017 Date Data Arrived at EDR: 11/17/2017 Date Made Active in Reports: 12/08/2017 Number of Days to Update: 21 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 04/20/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version: 04/17/1995 Date Data Arrived at EDR: 07/03/1995 Date Made Active in Reports: 08/07/1995 Number of Days to Update: 35 Source: EPA Telephone: 202-564-4104 Last EDR Contact: 06/02/2008 Next Scheduled EDR Contact: 09/01/2008 Data Release Frequency: No Update Planned PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 10/25/2013 Date Data Arrived at EDR: 10/17/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 3 Source: EPA Telephone: 202-564-6023 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Quarterly PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB’s who are required to notify the EPA of such activities. Date of Government Version: 06/01/2017 Date Data Arrived at EDR: 06/09/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 126 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 04/13/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Date of Government Version: 11/18/2016 Date Data Arrived at EDR: 11/23/2016 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 79 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 04/09/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Quarterly TC05335716.2r Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 280 FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: Quarterly FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: Quarterly MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 08/30/2016 Date Data Arrived at EDR: 09/08/2016 Date Made Active in Reports: 10/21/2016 Number of Days to Update: 43 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 05/03/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Quarterly COAL ASH DOE: Steam-Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 08/07/2009 Date Made Active in Reports: 10/22/2009 Number of Days to Update: 76 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 06/07/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version: 07/01/2014 Date Data Arrived at EDR: 09/10/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: N/A Last EDR Contact: 06/04/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Varies PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version: 05/24/2017 Date Data Arrived at EDR: 11/30/2017 Date Made Active in Reports: 12/15/2017 Number of Days to Update: 15 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 04/27/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies RADINFO: Radiation Information Database The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactivity. TC05335716.2r Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 281 Date of Government Version: 01/03/2018 Date Data Arrived at EDR: 01/04/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 99 Source: Environmental Protection Agency Telephone: 202-343-9775 Last EDR Contact: 04/05/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2007 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2008 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned DOT OPS: Incident and Accident Data Department of Transporation, Office of Pipeline Safety Incident and Accident data. Date of Government Version: 07/31/2012 Date Data Arrived at EDR: 08/07/2012 Date Made Active in Reports: 09/18/2012 Number of Days to Update: 42 Source: Department of Transporation, Office of Pipeline Safety Telephone: 202-366-4595 Last EDR Contact: 05/03/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Varies CONSENT: Superfund (CERCLA) Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version: 12/31/2017 Date Data Arrived at EDR: 01/24/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 79 Source: Department of Justice, Consent Decree Library Telephone: Varies Last EDR Contact: 04/06/2018 Next Scheduled EDR Contact: 07/02/2018 Data Release Frequency: Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/2015 Date Data Arrived at EDR: 02/22/2017 Date Made Active in Reports: 09/28/2017 Number of Days to Update: 218 Source: EPA/NTIS Telephone: 800-424-9346 Last EDR Contact: 05/25/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Biennially TC05335716.2r Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 282 INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 07/14/2015 Date Made Active in Reports: 01/10/2017 Number of Days to Update: 546 Source: USGS Telephone: 202-208-3710 Last EDR Contact: 04/11/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Semi-Annually FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations. Date of Government Version: 12/23/2016 Date Data Arrived at EDR: 12/27/2016 Date Made Active in Reports: 02/17/2017 Number of Days to Update: 52 Source: Department of Energy Telephone: 202-586-3559 Last EDR Contact: 05/07/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Varies UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version: 06/23/2017 Date Data Arrived at EDR: 10/11/2017 Date Made Active in Reports: 11/03/2017 Number of Days to Update: 23 Source: Department of Energy Telephone: 505-845-0011 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 01/09/2018 Date Data Arrived at EDR: 02/06/2018 Date Made Active in Reports: 03/02/2018 Number of Days to Update: 24 Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Varies LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version: 04/05/2001 Date Data Arrived at EDR: 10/27/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 36 Source: American Journal of Public Health Telephone: 703-305-6451 Last EDR Contact: 12/02/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants. TC05335716.2r Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 283 Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. Date of Government Version: 01/25/2018 Date Data Arrived at EDR: 02/28/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 72 Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959 Last EDR Contact: 05/31/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Semi-Annually US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such as gold, silver, copper, zinc, and lead) metal mines in the United States. Date of Government Version: 12/05/2005 Date Data Arrived at EDR: 02/29/2008 Date Made Active in Reports: 04/18/2008 Number of Days to Update: 49 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies US MINES 3: Active Mines & Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version: 04/14/2011 Date Data Arrived at EDR: 06/08/2011 Date Made Active in Reports: 09/13/2011 Number of Days to Update: 97 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies ABANDONED MINES: Abandoned Mines An inventory of land and water impacted by past mining (primarily coal mining) is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory contains information on the location, type, and extent of AML impacts, as well as, information on the cost associated with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. Date of Government Version: 03/08/2018 Date Data Arrived at EDR: 03/13/2018 Date Made Active in Reports: 06/08/2018 Number of Days to Update: 87 Source: Department of Interior Telephone: 202-208-2609 Last EDR Contact: 06/06/2018 Next Scheduled EDR Contact: 09/24/2018 Data Release Frequency: Quarterly TC05335716.2r Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 284 FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 02/21/2018 Date Data Arrived at EDR: 02/23/2018 Date Made Active in Reports: 03/23/2018 Number of Days to Update: 28 Source: EPA Telephone: (404) 562-9900 Last EDR Contact: 06/06/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Quarterly ECHO: Enforcement & Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version: 02/25/2018 Date Data Arrived at EDR: 03/17/2018 Date Made Active in Reports: 06/08/2018 Number of Days to Update: 83 Source: Environmental Protection Agency Telephone: 202-564-2280 Last EDR Contact: 06/06/2018 Next Scheduled EDR Contact: 09/17/2018 Data Release Frequency: Quarterly UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 09/30/2016 Date Data Arrived at EDR: 10/31/2017 Date Made Active in Reports: 01/12/2018 Number of Days to Update: 73 Source: Department of Defense Telephone: 703-704-1564 Last EDR Contact: 04/13/2018 Next Scheduled EDR Contact: 07/30/2018 Data Release Frequency: Varies DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. Date of Government Version: 01/04/2018 Date Data Arrived at EDR: 01/19/2018 Date Made Active in Reports: 04/13/2018 Number of Days to Update: 84 Source: Environmental Protection Agency Telephone: 202-564-0527 Last EDR Contact: 06/01/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies FUELS PROGRAM: EPA Fuels Program Registered Listing This listing includes facilities that are registered under the Part 80 (Code of Federal Regulations) EPA Fuels Programs. All companies now are required to submit new and updated registrations. Date of Government Version: 02/20/2018 Date Data Arrived at EDR: 02/21/2018 Date Made Active in Reports: 03/23/2018 Number of Days to Update: 30 Source: EPA Telephone: 800-385-6164 Last EDR Contact: 05/23/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Quarterly AIRS: Permitted Facilities Listing A listing of Air Resources Management permits. Date of Government Version: 04/27/2018 Date Data Arrived at EDR: 05/02/2018 Date Made Active in Reports: 06/01/2018 Number of Days to Update: 30 Source: Department of Environmental Protection Telephone: 850-921-9558 Last EDR Contact: 04/25/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Varies TC05335716.2r Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 285 ASBESTOS: Asbestos Notification Listing Asbestos sites Date of Government Version: 02/15/2018 Date Data Arrived at EDR: 02/20/2018 Date Made Active in Reports: 04/04/2018 Number of Days to Update: 43 Source: Department of Environmental Protection Telephone: 850-717-9086 Last EDR Contact: 05/16/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Varies CLEANUP SITES: DEP Cleanup Sites - Contamination Locator Map Listing This listing includes the locations of waste cleanup sites from various programs. The source of the cleanup site data includes Hazardous Waste programs, Site Investigation Section, Compliance and Enforcement Tracking, Drycleaning State Funded Cleanup Program (possibly other state funded cleanup), Storage Tank Contamination Monitoring. Date of Government Version: 02/25/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 04/09/2018 Number of Days to Update: 41 Source: Department of Environmental Protection Telephone: 866-282-0787 Last EDR Contact: 05/29/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Quarterly DEDB: Ethylene Dibromide Database Results Ethylene dibromide (EDB), a soil fumigant, that has been detected in drinking water wells. The amount found exceeds the maximum contaminant level as stated in Chapter 62-550 or 520. It is a potential threat to public health when present in drinking water. Date of Government Version: 04/02/2018 Date Data Arrived at EDR: 04/03/2018 Date Made Active in Reports: 04/24/2018 Number of Days to Update: 21 Source: Department of Environmental Protection Telephone: 850-245-8335 Last EDR Contact: 06/14/2018 Next Scheduled EDR Contact: 10/01/2018 Data Release Frequency: Varies DRYCLEANERS: Drycleaning Facilities The Drycleaners database, maintained by the Department of Environmental Protection, provides information about permitted dry cleaner facilities. Date of Government Version: 04/09/2018 Date Data Arrived at EDR: 04/24/2018 Date Made Active in Reports: 05/21/2018 Number of Days to Update: 27 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 04/24/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Semi-Annually DWM CONTAM: DWM CONTAMINATED SITES A listing of active or known sites. The listing includes sites that need cleanup but are not actively being working on because the agency currently does not have funding (primarily petroleum and drycleaning). Date of Government Version: 09/30/2017 Date Data Arrived at EDR: 10/31/2017 Date Made Active in Reports: 01/19/2018 Number of Days to Update: 80 Source: Department of Environmental Protection Telephone: 850-245-7503 Last EDR Contact: 05/21/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Varies Financial Assurance 1: Financial Assurance Information Listing A list of hazardous waste facilities required to provide financial assurance under RCRA. Date of Government Version: 04/26/2018 Date Data Arrived at EDR: 05/01/2018 Date Made Active in Reports: 05/21/2018 Number of Days to Update: 20 Source: Department of Environmental Protection Telephone: 850-245-8793 Last EDR Contact: 04/25/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Semi-Annually TC05335716.2r Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 286 Financial Assurance 2: Financial Assurance Information Listing A listing of financial assurance information for solid waste facilities. Date of Government Version: 04/27/2018 Date Data Arrived at EDR: 05/02/2018 Date Made Active in Reports: 05/21/2018 Number of Days to Update: 19 Source: Department of Environmental Protection Telephone: 850-245-8743 Last EDR Contact: 04/25/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Semi-Annually Financial Assurance 3: Financial Assurance Information Listing A listing of financial assurance information for storage tanks sites. Date of Government Version: 04/09/2018 Date Data Arrived at EDR: 05/03/2018 Date Made Active in Reports: 05/22/2018 Number of Days to Update: 19 Source: Department of Environmental Protection Telephone: 850-245-8853 Last EDR Contact: 05/03/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Quarterly FL Cattle Dip. Vats: Cattle Dipping Vats From the 1910’s through the 1950’s, these vats were filled with an arsenic solution for the control and eradication of the cattle fever tick. Other pesticides, such as DDT, were also widely used. By State law, all cattle, horses, mules, goats, and other susceptible animals were required to be dipped every 14 days. Under certain circumstances, the arsenic and other pesticides remaining at the site may present an environmental or public health hazard. Date of Government Version: 01/19/2017 Date Data Arrived at EDR: 01/09/2018 Date Made Active in Reports: 01/19/2018 Number of Days to Update: 10 Source: Department of Environmental Protection Telephone: 850-245-4444 Last EDR Contact: 04/13/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: No Update Planned RESP PARTY: Responsible Party Sites Listing Open, inactive and closed responsible party sites Date of Government Version: 04/02/2018 Date Data Arrived at EDR: 04/04/2018 Date Made Active in Reports: 04/24/2018 Number of Days to Update: 20 Source: Department of Environmental Protection Telephone: 850-245-8758 Last EDR Contact: 04/04/2018 Next Scheduled EDR Contact: 07/16/2018 Data Release Frequency: Quarterly SITE INV SITES: Site Investigation Section Sites Listing Statewide coverage of Site Investigation Section (SIS) sites. Site Investigation is a Section within the Bureau of Waste Cleanup, Division of Waste Management. SIS provides technical support to FDEP District Waste Cleanup Programs and conducts contamination assessments throughout the state. Date of Government Version: 02/20/2018 Date Data Arrived at EDR: 02/21/2018 Date Made Active in Reports: 04/09/2018 Number of Days to Update: 47 Source: Department of Environmental Protection Telephone: 850-245-8953 Last EDR Contact: 05/23/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Quarterly TIER 2: Tier 2 Facility Listing A listing of facilities which store or manufacture hazardous materials that submit a chemical inventory report. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 06/23/2017 Date Made Active in Reports: 08/02/2017 Number of Days to Update: 40 Source: Department of Environmental Protection Telephone: 850-413-9970 Last EDR Contact: 06/06/2018 Next Scheduled EDR Contact: 09/24/2018 Data Release Frequency: Varies TC05335716.2r Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 287 UIC: Underground Injection Wells Database Listing A listing of Class I wells. Class I wells are used to inject hazardous waste, nonhazardous waste, or municipal waste below the lowermost USDW. Date of Government Version: 04/18/2018 Date Data Arrived at EDR: 04/23/2018 Date Made Active in Reports: 05/22/2018 Number of Days to Update: 29 Source: Department of Environmental Protection Telephone: 850-245-8655 Last EDR Contact: 04/18/2018 Next Scheduled EDR Contact: 08/06/2018 Data Release Frequency: Varies WASTEWATER: Wastewater Facility Regulation Database Domestic and industrial wastewater facilities. Date of Government Version: 05/01/2018 Date Data Arrived at EDR: 05/08/2018 Date Made Active in Reports: 05/22/2018 Number of Days to Update: 14 Source: Department of Environmental Protection Telephone: 850-245-8600 Last EDR Contact: 05/08/2018 Next Scheduled EDR Contact: 08/20/2018 Data Release Frequency: Quarterly EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned EDR Hist Auto: EDR Exclusive Historical Auto Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR Hist Cleaner: EDR Exclusive Historical Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. TC05335716.2r Page GR-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 288 Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA HWS: Recovered Government Archive State Hazardous Waste Facilities List The EDR Recovered Government Archive State Hazardous Waste database provides a list of SHWS incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environmental Protection in Floridia. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 12/30/2013 Number of Days to Update: 182 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environmental Protection in Floridia. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 01/10/2014 Number of Days to Update: 193 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA LUST: Recovered Government Archive Leaking Underground Storage Tank The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environmental Protection in Floridia. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 12/30/2013 Number of Days to Update: 182 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies COUNTY RECORDS ALACHUA COUNTY: Facility List List of all regulated facilities in Alachua County. Date of Government Version: 03/22/2018 Date Data Arrived at EDR: 03/27/2018 Date Made Active in Reports: 04/05/2018 Number of Days to Update: 9 Source: Alachua County Environmental Protection Department Telephone: 352-264-6800 Last EDR Contact: 03/22/2018 Next Scheduled EDR Contact: 07/09/2018 Data Release Frequency: Annually BROWARD COUNTY: TC05335716.2r Page GR-25 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 289 Aboveground Storage Tanks Aboveground storage tank locations in Broward County. Date of Government Version: 12/04/2017 Date Data Arrived at EDR: 01/19/2018 Date Made Active in Reports: 02/26/2018 Number of Days to Update: 38 Source: Broward County Environmental Protection Department Telephone: 954-818-7509 Last EDR Contact: 06/01/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies Semi-Annual Inventory Report on Contaminated Locations Early Detection Incentive/Environmental Assessment Remediation. This report monitors the status and remediation progress of known contaminated locations within Broward County. Sites listed by the US EPA, the Florida Department of Environmental Protection, and sites licensed for contamination assessment and cleanup by the Division of Pollution Prevention and Remediation Programs of the Department. Date of Government Version: 02/26/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 04/05/2018 Number of Days to Update: 37 Source: Broward County Environmental Protection Department Telephone: 954-818-7509 Last EDR Contact: 05/29/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Semi-Annually Underground Storage Tanks All known regulated storage tanks within Broward County, including those tanks that have been closed Date of Government Version: 12/04/2017 Date Data Arrived at EDR: 01/19/2018 Date Made Active in Reports: 02/26/2018 Number of Days to Update: 38 Source: Broward County Environmental Protection Department Telephone: 954-818-7509 Last EDR Contact: 06/01/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies HILLSBOROUGH COUNTY: Hillsborough County LF Hillsborough county landfill sites. Date of Government Version: 01/04/2018 Date Data Arrived at EDR: 01/09/2018 Date Made Active in Reports: 01/22/2018 Number of Days to Update: 13 Source: Hillsborough County Environmental Protection Commission Telephone: 813-627-2600 Last EDR Contact: 04/06/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Varies MIAMI-DADE COUNTY: Air Permit Sites Facilities that release or have a potential to release pollutants. Date of Government Version: 02/26/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 04/04/2018 Number of Days to Update: 36 Source: Department of Environmental Resources Management Telephone: 305-372-6755 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Semi-Annually Agricultural Waste Listing A listing of agricultural waste sites Date of Government Version: 02/26/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 05/11/2018 Number of Days to Update: 73 Source: Miami-Dade County Division of Environmental Resources Management Telephone: 305-372-6715 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Varies TC05335716.2r Page GR-26 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 290 Liquid Waste Transporter List The Liquid Waste Transporter permit regulates the transportation of various types of liquid and solid waste, including hazardous waste, waste oil and oily waste waters, septic and grease trap waste, biomedical waste, spent radiator fluid, photo chemical waste, dry sewage sludge, and other types of non-hazardous industrial waste. The Liquid Waste Transporter permits needed to protect the environment and the public from improperly handled and transported waste. Date of Government Version: 02/26/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 04/04/2018 Number of Days to Update: 36 Source: DERM Telephone: 305-372-6755 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Quarterly Marine Facilities Operating Permit What is this permit used for? Miami-Dade County Ordinance 89-104 and Section 24-18 of the Code of Miami-Dade County require the following types of marine facilities to obtain annual operating permits from DERM: All recreational boat docking facilities with ten (10) or more boat slips, moorings, davit spaces, and vessel tie-up spaces. All boat storage facilities contiguous to tidal waters in Miami-Dade County with ten (10) or more dry storage spaces including boatyards and boat manufacturing facilities. Date of Government Version: 02/26/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 04/04/2018 Number of Days to Update: 36 Source: DERM Telephone: 305-372-3576 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Quarterly Maimi River Enforcement The Miami River Enforcement database files were created for facilities and in some instances vessels that were inspected by a workgroup within the Department that was identified as the Miami River Enforcement Group. The files do not all necessarily reflect enforcement cases and some were created for locations that were permitted by other Sections within the Department. Date of Government Version: 06/05/2013 Date Data Arrived at EDR: 06/06/2013 Date Made Active in Reports: 08/06/2013 Number of Days to Update: 61 Source: DERM Telephone: 305-372-3576 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Quarterly Industrial Waste Permit Sites Facilities that either generate more than 25,000 of wastewater per day to sanitary sewers or are pre-defined by EPA. Date of Government Version: 02/26/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 04/05/2018 Number of Days to Update: 37 Source: Department of Environmental Resources Management Telephone: 305-372-6700 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Semi-Annually Enforcement Case Tracking System Sites Enforcement cases monitored by the Dade County Department of Environmental Resources Management. Date of Government Version: 02/26/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 04/05/2018 Number of Days to Update: 37 Source: Department of Environmental Resources Management Telephone: 305-372-6755 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Semi-Annually Fuel Spills Cases DERM documents fuel spills of sites that are not in a state program. TC05335716.2r Page GR-27 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 291 Date of Government Version: 01/08/2009 Date Data Arrived at EDR: 01/13/2009 Date Made Active in Reports: 02/05/2009 Number of Days to Update: 23 Source: Department of Environmental Resources Management Telephone: 305-372-6755 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Semi-Annually Storage Tanks A listing of aboveground and underground storage tank site locations. Date of Government Version: 02/26/2018 Date Data Arrived at EDR: 02/27/2018 Date Made Active in Reports: 04/09/2018 Number of Days to Update: 41 Source: Department of Environmental Resource Management Telephone: 305-372-6700 Last EDR Contact: 05/30/2018 Next Scheduled EDR Contact: 09/10/2018 Data Release Frequency: Semi-Annually PALM BEACH COUNTY: Palm Beach County LF Palm Beach County Inventory of Solid Waste Sites. Date of Government Version: 09/01/2011 Date Data Arrived at EDR: 09/20/2011 Date Made Active in Reports: 10/10/2011 Number of Days to Update: 20 Source: Palm Beach County Solid Waste Authority Telephone: 561-640-4000 Last EDR Contact: 06/15/2018 Next Scheduled EDR Contact: 09/24/2018 Data Release Frequency: Varies OTHER DATABASE(S) Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version: 01/03/2018 Date Data Arrived at EDR: 02/14/2018 Date Made Active in Reports: 03/22/2018 Number of Days to Update: 36 Source: Department of Energy & Environmental Protection Telephone: 860-424-3375 Last EDR Contact: 05/18/2018 Next Scheduled EDR Contact: 08/27/2018 Data Release Frequency: No Update Planned NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 04/11/2017 Date Made Active in Reports: 07/27/2017 Number of Days to Update: 107 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 04/23/2018 Next Scheduled EDR Contact: 07/23/2018 Data Release Frequency: Annually NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. TC05335716.2r Page GR-28 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 292 Date of Government Version: 04/30/2018 Date Data Arrived at EDR: 05/03/2018 Date Made Active in Reports: 06/07/2018 Number of Days to Update: 35 Source: Department of Environmental Conservation Telephone: 518-402-8651 Last EDR Contact: 05/03/2018 Next Scheduled EDR Contact: 08/13/2018 Data Release Frequency: Quarterly PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 07/25/2017 Date Made Active in Reports: 09/25/2017 Number of Days to Update: 62 Source: Department of Environmental Protection Telephone: 717-783-8990 Last EDR Contact: 04/12/2018 Next Scheduled EDR Contact: 07/30/2018 Data Release Frequency: Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2017 Date Data Arrived at EDR: 02/23/2018 Date Made Active in Reports: 04/09/2018 Number of Days to Update: 45 Source: Department of Environmental Management Telephone: 401-222-2797 Last EDR Contact: 05/21/2018 Next Scheduled EDR Contact: 09/03/2018 Data Release Frequency: Annually WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 04/13/2017 Date Made Active in Reports: 07/14/2017 Number of Days to Update: 92 Source: Department of Natural Resources Telephone: N/A Last EDR Contact: 06/11/2018 Next Scheduled EDR Contact: 09/24/2018 Data Release Frequency: Annually Oil/Gas Pipelines Source: PennWell Corporation Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)). This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. Electric Power Transmission Line Data Source: PennWell Corporation This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located. AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-280-5991 The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals. Medical Centers: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: 410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone: 301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. TC05335716.2r Page GR-29 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 293 Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on private school locations in the United States. Daycare Centers: Department of Children & Families Source: Provider Information Telephone: 850-488-4900 Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetlands Inventory Source: Department of Environmental Protection Telephone: 850-245-8238 Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC05335716.2r Page GR-30 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 294 TC05335716.2r Page A-1 geologic strata. of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics 2. Groundwater flow velocity. 1. Groundwater flow direction, and Assessment of the impact of contaminant migration generally has two principal investigative components: forming an opinion about the impact of potential contaminant migration. EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in 2012Version Date: 5656135 OVIEDO, FLEast Map: 2012Version Date: 5656107 CASSELBERRY, FLTarget Property Map: USGS TOPOGRAPHIC MAP 41 ft. above sea levelElevation: 3174213.8UTM Y (Meters): 474449.7UTM X (Meters): Zone 17Universal Tranverse Mercator: 81.261558 - 81˚ 15’ 41.61’’Longitude (West): 28.696494 - 28˚ 41’ 47.38’’Latitude (North): TARGET PROPERTY COORDINATES WINTER SPRINGS, FL 32708 NEC SR 434 AND TUSCAWILLA ROAD NEC SR 434 AND TUSCAWILLA ROAD TARGET PROPERTY ADDRESS ®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM® 295 TC05335716.2r Page A-2 should be field verified. on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES Elevation (ft)Elevation (ft)TP TP 0 1/2 1 Miles✩Target Property Elevation: 41 ft. North South West East545456555247424141413842413225121112424242323243441454127157233334General EastGeneral Topographic Gradient: TARGET PROPERTY TOPOGRAPHY should contamination exist on the target property, what downgradient sites might be impacted. assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to TOPOGRAPHIC INFORMATION collected on nearby properties, and regional groundwater flow information (from deep aquifers). sources of information, such as surface topographic information, hydrologic information, hydrogeologic data using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other Groundwater flow direction for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW DIRECTION INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 296 TC05335716.2r Page A-3 Not Reported GENERAL DIRECTIONLOCATION GROUNDWATER FLOWFROM TPMAP ID hydrogeologically, and the depth to water table. authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW® Search Radius: 1.000 Mile. Not found Status: 1.25 miles Search Radius: Site-Specific Hydrogeological Data*: * ©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator HYDROGEOLOGIC INFORMATION YES - refer to the Overview Map and Detail MapCASSELBERRY NATIONAL WETLAND INVENTORY NWI Electronic Data CoverageNWI Quad at Target Property FEMA FIRM Flood data12117C0190F FEMA FIRM Flood data12117C0170F FEMA FIRM Flood data12117C0180F Additional Panels in search area:FEMA Source Type FEMA FIRM Flood data12117C0160F Flood Plain Panel at Target Property FEMA Source Type FEMA FLOOD ZONE and bodies of water). Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist HYDROLOGIC INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 297 TC05335716.2r Page A-4 > 60 inchesDepth to Bedrock Max: > 60 inchesDepth to Bedrock Min: LOW Corrosion Potential - Uncoated Steel: Hydric Status: Soil does not meet the requirements for a hydric soil. low water holding capacity. Depth to water table is more than 6 feet. Excessively. Soils have very high and high hydraulic conductivity andSoil Drainage Class: excessively drained sands and gravels. Class A - High infiltration rates. Soils are deep, well drained toHydrologic Group: fine sandSoil Surface Texture: CANDLER Soil Component Name: The following information is based on Soil Conservation Service STATSGO data. in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY Map, USGS Digital Data Series DDS - 11 (1994). of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Stratifed SequenceCategory:CenozoicEra: QuaternarySystem: HoloceneSeries: QhCode: (decoded above as Era, System & Series) at which contaminant migration may be occurring. Geologic information can be used by the environmental professional in forming an opinion about the relative speed GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW VELOCITY INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 298 TC05335716.2r Page A-5 fine sandy loam sandy clay loam fine sand sandDeeper Soil Types: sandy loam loamy sand sandy clay loamShallow Soil Types: No Other Soil TypesSurficial Soil Types: No Other Soil TypesSoil Surface Textures: appear within the general area of target property. Based on Soil Conservation Service STATSGO data, the following additional subordinant soil types may OTHER SOIL TYPES IN AREA Min: 4.50 Max: 6.00 Min: 2.00 Max: 6.00 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granularsandy loam99 inches95 inches 4 Min: 4.50 Max: 6.00 Min: 6.00 Max: 20.00 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED sand. Poorly graded Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. 200), Fine passing No. pct. or less materials (35 Granularsand95 inches67 inches 3 Min: 4.50 Max: 6.00 Min: 6.00 Max: 20.00 sand. Poorly graded Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. 200), Fine passing No. pct. or less materials (35 Granularsand67 inches 5 inches 2 Min: 4.50 Max: 6.00 Min: 6.00 Max: 20.00 sand. Poorly graded Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. 200), Fine passing No. pct. or less materials (35 Granularfine sand 5 inches 0 inches 1 Soil Layer Information Boundary Classification Permeability Rate (in/hr) Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 299 TC05335716.2r Page A-6 1/4 - 1/2 Mile WestFLSA80000075617 F21 1/4 - 1/2 Mile NNWFLSA80000004735 20 1/4 - 1/2 Mile WestFLSA80000075615 F19 1/4 - 1/2 Mile WestFLSA80000075614 F18 1/4 - 1/2 Mile WSWFLSA80000075622 D17 1/4 - 1/2 Mile SWFLSA80000075619 E16 1/4 - 1/2 Mile SWFLSA80000075618 E15 1/4 - 1/2 Mile SSWFLSA80000019973 14 1/4 - 1/2 Mile WNWFLSA80000019919 C13 1/4 - 1/2 Mile NWFLSA80000019918 C12 1/8 - 1/4 Mile WSWFLSA80000075624 B11 1/8 - 1/4 Mile WSWFLSA80000075623 B10 1/8 - 1/4 Mile SWFLSA80000075626 B9 1/8 - 1/4 Mile WSWFLSA80000075613 D8 1/8 - 1/4 Mile WSWFLSA80000075612 D7 1/8 - 1/4 Mile WSWFLSA80000072744 B6 1/8 - 1/4 Mile NorthFLSA80000019916 5 1/8 - 1/4 Mile WNWFLSA80000019920 C4 1/8 - 1/4 Mile SWFLSA80000019917 A2 0 - 1/8 Mile WSWFLSA80000007434 A1 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID Note: PWS System location is not always the same as well location. 1/8 - 1/4 Mile SWFL3594152 B3 FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION FROM TPWELL IDMAP ID No Wells Found FEDERAL USGS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID 1.000State Database Nearest PWS within 1 mileFederal FRDS PWS 1.000Federal USGS WELL SEARCH DISTANCE INFORMATION SEARCH DISTANCE (miles)DATABASE opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental LOCAL / REGIONAL WATER AGENCY RECORDS ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 300 TC05335716.2r Page A-7 1/2 - 1 Mile NWFLSJ80000030614 47 1/2 - 1 Mile SouthFLSJ80000024850 K46 1/2 - 1 Mile SouthFLSJ80000014652 K45 1/2 - 1 Mile SouthFLSA80000064026 44 1/2 - 1 Mile NNEFLSA80000064031 43 1/2 - 1 Mile SSEFLSJ80000009806 J42 1/2 - 1 Mile NWFLSJ80000034176 I41 1/2 - 1 Mile NWFLSJ80000009197 I40 1/2 - 1 Mile NWFLSA80000000496 I39 1/2 - 1 Mile SSEFLSJ80000042490 J38 1/2 - 1 Mile SSEFLSJ80000042249 J37 1/2 - 1 Mile NWFLSA80000004734 I36 1/2 - 1 Mile SSEFLSJ80000050884 H35 1/2 - 1 Mile SSEFLSJ80000046144 H34 1/4 - 1/2 Mile NWFLSJ80000038971 I33 1/4 - 1/2 Mile NWFLSJ80000062510 I32 1/4 - 1/2 Mile NWFLSJ80000012433 I31 1/4 - 1/2 Mile NWFLSJ80000037006 I30 1/4 - 1/2 Mile SSWFLSA80000070479 29 1/4 - 1/2 Mile SouthFLSA80000072221 H28 1/4 - 1/2 Mile SouthFLSJ80000009934 H27 1/4 - 1/2 Mile SouthFLSJ80000003410 H26 1/4 - 1/2 Mile WSWFLSA80000075621 G25 1/4 - 1/2 Mile WSWFLSA80000075620 G24 1/4 - 1/2 Mile WSWFLSA80000077031 F23 1/4 - 1/2 Mile WestFLSA80000075616 F22 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 301 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.4040404040 40404 0 FL 302 TC05335716.2r Page A-9 Not ReportedLast name:Not ReportedFirst name: LAKE JESSUP ANIMAL HOSPITALName:YesSanit seal: Not ReportedComment : Not ReportedPermit num:4Diameter: 0Length: 0Well depth: 28.69527Latitude: -81.2632Longitude: Black SteelCasing mat:ACTIVEStatus: 42Well type:AAF0830Fluwid: A2 SW 1/8 - 1/4 Mile Higher FLSA80000019917FL WELLS FLSA80000007434Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: Not ReportedAgency:Not ReportedStreetside: Not ReportedSoftware:Not ReportedOther id: Not ReportedRes type:POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 284262Gps id: 284262Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:RDSuffix: TUSKAWILLAStreet:Not ReportedPrefix: Not ReportedPredir:170Number : 170 TUSKAWILLA RDAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: Not ReportedInsp chd:Not ReportedInsp lname: Not ReportedInsp fname:SUPERProject id: DGPSLoc method:02-NOV-00Gps date: 16.16Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: Not ReportedLast name:Not ReportedFirst name: PINCH A PENNYName:YesSanit seal: OWNER OF THE BUSINESS REFUSED SAMPLINGComment : Not ReportedPermit num:4Diameter: 0Length: 0Well depth: 28.69623Latitude: -81.26292Longitude: Black SteelCasing mat:ACTIVEStatus: 42Well type:AAC0779Fluwid: A1 WSW 0 - 1/8 Mile Higher FLSA80000007434FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 303 TC05335716.2r Page A-10 Not ReportedZipserv:FLStateserv: Not ReportedCntyserv:Not ReportedCityserv: 407-327-1217Phone:32708Zip: FLState:WINTER SPRINGSCity: Not ReportedAdd2: CNR OF TUSKAWILLA & 434Add1: 26Popserved: GWPrimsrccd:TNCWSPwstypcd: HANDY WAY #3333/CASSELBERRYName: Location Information: IActivity code: 32708Contact zip:FLContact state: WINTER SPRINGSContact city:Not ReportedContact address2: CNR OF TUSKAWILLA & 434Contact address1:407-327-1217Contact phone: Not ReportedContactor gname: Not ReportedContact: PrivateOwner:TNCWSPws type: GroundwaterSource:1Pwssvcconn: 26Pop srvd:ClosedStatus: 12117Fips county:Not ReportedZip served: FLState served:Not ReportedCity served: HANDY WAY #3333/CASSELBERRYPwsname: FL3594152Pwsid: FLState:04Epa region: B3 SW 1/8 - 1/4 Mile Higher FL3594152FRDS PWS FLSA80000019917Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: Not ReportedAgency:Not ReportedStreetside: Not ReportedSoftware:Not ReportedOther id: Not ReportedRes type:POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 309226Gps id: 309226Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:RDSuffix: TUSKAWILLAStreet:Not ReportedPrefix: Not ReportedPredir:190Number : 190 TUSKAWILLA RDAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: Not ReportedInsp chd:Not ReportedInsp lname: Not ReportedInsp fname:SUPERProject id: DGPSLoc method:02-NOV-00Gps date: 14.74Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 304 TC05335716.2r Page A-11 FLSA80000019920Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: Not ReportedAgency:Not ReportedStreetside: Not ReportedSoftware:Not ReportedOther id: Not ReportedRes type:POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 309232Gps id: 309232Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:Not ReportedSuffix: SR 434Street:Not ReportedPrefix: EPredir:1175Number : 1175 E SR 434Address:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: Not ReportedInsp chd:Not ReportedInsp lname: Not ReportedInsp fname:SUPERProject id: DGPSLoc method:02-NOV-00Gps date: 18.59Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: Not ReportedLast name:Not ReportedFirst name: CARL ROBERTSName:YesSanit seal: UNABLE TO OBTAIN PERMISSION TO SAMPLEComment : Not ReportedPermit num:2Diameter: 0Length: 0Well depth: 28.6978Latitude: -81.26442Longitude: GalvanizedCasing mat:INACTIVEStatus: 43Well type:AAF0833Fluwid: C4 WNW 1/8 - 1/4 Mile Higher FLSA80000019920FL WELLS Violations information not reported. 00000026Population:TreatedTreatment Class: Not ReportedCity Served: 081 15 50Facility Longitude:28 41 40Facility Latitude: CRESCENT CITY, FL 32112 331 CENTRAL AVENUE MILLER ENTERPRISES, INC. System Owner/Responsible PartyAddressee / Facility: WINTER SPRINGS, FL 32708 CNR OF TUSKAWILLA & 434 HANDY WAY # 3333PWS Name: Not ReportedDate Deactivated:Not ReportedDate Initiated: FL3594152PWS ID: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 305 TC05335716.2r Page A-12 DONAHOELast name:ANNETTEFirst name: DONAHOEName:YesSanit seal: UNABLE TO OBTAIN PERMISSIONComment : Not ReportedPermit num:4Diameter: 0Length: 0Well depth: 28.69514Latitude: -81.26462Longitude: BLACK STEELCasing mat:ACTIVEStatus: 43Well type:AAK3868Fluwid: B6 WSW 1/8 - 1/4 Mile Higher FLSA80000072744FL WELLS FLSA80000019916Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: Not ReportedAgency:Not ReportedStreetside: Not ReportedSoftware:Not ReportedOther id: Not ReportedRes type:NON-POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 309224Gps id: 309224Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:AVESuffix: BRANTLEYStreet:Not ReportedPrefix: Not ReportedPredir:42Number : 42 BRANTLEY AVEAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: Not ReportedInsp chd:Not ReportedInsp lname: Not ReportedInsp fname:SUPERProject id: DGPSLoc method:02-NOV-00Gps date: 12.39Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: Not ReportedLast name:Not ReportedFirst name: VERN KINGSBURYName:YesSanit seal: PROPERTY RAZEDComment : Not ReportedPermit num:4Diameter: 0Length: 0Well depth: 28.69935Latitude: -81.26136Longitude: Black SteelCasing mat:ABANDONEDStatus: 43Well type:AAF0829Fluwid: 5 North 1/8 - 1/4 Mile Lower FLSA80000019916FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 306 TC05335716.2r Page A-13 Not ReportedParcel id: DOHAgency:YesStreetside: Well_Solo_v2Software:Not ReportedOther id: OWNERRes type:POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 788950Gps id: 788950Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:WAYSuffix: NATURESStreet:Not ReportedPrefix: Not ReportedPredir:1249Number : 1249 NATURES WAYAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: DGPSLoc method:07-MAR-07Gps date: -8.01Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: Not ReportedLast name:Not ReportedFirst name: Not ReportedName:YesSanit seal: UNABLE TO OBTAIN PERMISSION TO SAMPLEComment : Not ReportedPermit num:2Diameter: 0Length: 0Well depth: 28.69562Latitude: -81.26503Longitude: PVCCasing mat:ACTIVEStatus: 43Well type:AAK9365Fluwid: D7 WSW 1/8 - 1/4 Mile Higher FLSA80000075612FL WELLS FLSA80000072744Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: DOHAgency:NoStreetside: Well_Solo_v2Software:Not ReportedOther id: OWNERRes type:POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 773320Gps id: 773320Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:WAYSuffix: NATURESStreet:Not ReportedPrefix: Not ReportedPredir:1233Number : 1233 NATURES WAYAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: DGPSLoc method:11-AUG-06Gps date: -.71Hae: Not ReportedDatum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 307 TC05335716.2r Page A-14 Not ReportedLast name:Not ReportedFirst name: Not ReportedName:YesSanit seal: Not ReportedComment : Not ReportedPermit num:2Diameter: 0Length: 0Well depth: 28.69394Latitude: -81.2638Longitude: PVCCasing mat:ACTIVEStatus: 43Well type:AAK9374Fluwid: B9 SW 1/8 - 1/4 Mile Higher FLSA80000075626FL WELLS FLSA80000075613Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: DOHAgency:YesStreetside: Well_Solo_v2Software:Not ReportedOther id: Not ReportedRes type:POTABLEPort stat: UNFILTEREDAction:320247801Wsrp id: 788950Gps id: 788950Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:WAYSuffix: NATURESStreet:Not ReportedPrefix: Not ReportedPredir:1249Number : 1249 NATURES WAYAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: DGPSLoc method:07-MAR-07Gps date: -8.01Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: Not ReportedLast name:Not ReportedFirst name: Not ReportedName:Not ReportedSanit seal: Not ReportedComment : Not ReportedPermit num:0Diameter: 0Length: 0Well depth: 28.69562Latitude: -81.26503Longitude: Not ReportedCasing mat:Not ReportedStatus: 43Well type:320247801Fluwid: D8 WSW 1/8 - 1/4 Mile Higher FLSA80000075613FL WELLS FLSA80000075612Site id: 0Pws verify: 0Pws design: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 308 TC05335716.2r Page A-15 Not ReportedParcel id: DOHAgency:YesStreetside: Well_Solo_v2Software:Not ReportedOther id: OWNERRes type:POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 788962Gps id: 788962Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:WAYSuffix: MILKYStreet:Not ReportedPrefix: Not ReportedPredir:--Number : -- MILKY WAYAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: GPSLoc method:06-MAR-07Gps date: -15.8Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: Not ReportedLast name:Not ReportedFirst name: Not ReportedName:YesSanit seal: Not ReportedComment : Not ReportedPermit num:2Diameter: 0Length: 0Well depth: 28.69458Latitude: -81.26493Longitude: PVCCasing mat:ACTIVEStatus: 43Well type:AAK9372Fluwid: B10 WSW 1/8 - 1/4 Mile Higher FLSA80000075623FL WELLS FLSA80000075626Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: DOHAgency:NoStreetside: Well_Solo_v2Software:Not ReportedOther id: OWNERRes type:POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 788966Gps id: 788966Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:RDSuffix: TUSKAWILLAStreet:Not ReportedPrefix: Not ReportedPredir:290Number : 290 TUSKAWILLA RDAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: GPSLoc method:02-MAR-07Gps date: -5.08Hae: Not ReportedDatum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 309 TC05335716.2r Page A-16 Not ReportedLast name:Not ReportedFirst name: TERRY HILLName:YesSanit seal: property razed for development. As of 7/1/05, on vacant propertyComment : Not ReportedPermit num:2Diameter: 0Length: 0Well depth: 28.6987Latitude: -81.26501Longitude: GalvanizedCasing mat:ABANDONEDStatus: 43Well type:AAF0831Fluwid: C12 NW 1/4 - 1/2 Mile Higher FLSA80000019918FL WELLS FLSA80000075624Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: DOHAgency:YesStreetside: Well_Solo_v2Software:Not ReportedOther id: Not ReportedRes type:POTABLEPort stat: UNFILTEREDAction:320248401Wsrp id: 788962Gps id: 788962Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:WAYSuffix: MILKYStreet:Not ReportedPrefix: Not ReportedPredir:--Number : -- MILKY WAYAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: GPSLoc method:06-MAR-07Gps date: -15.8Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: Not ReportedLast name:Not ReportedFirst name: Not ReportedName:Not ReportedSanit seal: Not ReportedComment : Not ReportedPermit num:0Diameter: 0Length: 0Well depth: 28.69458Latitude: -81.26493Longitude: Not ReportedCasing mat:Not ReportedStatus: 43Well type:320248401Fluwid: B11 WSW 1/8 - 1/4 Mile Higher FLSA80000075624FL WELLS FLSA80000075623Site id: 0Pws verify: 0Pws design: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 310 TC05335716.2r Page A-17 Not ReportedParcel id: Not ReportedAgency:Not ReportedStreetside: Not ReportedSoftware:Not ReportedOther id: Not ReportedRes type:NON-POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 309230Gps id: 309230Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:Not ReportedSuffix: SR 434Street:Not ReportedPrefix: EPredir:1161Number : 1161 E SR 434Address:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: Not ReportedInsp chd:Not ReportedInsp lname: Not ReportedInsp fname:SUPERProject id: DGPSLoc method:02-NOV-00Gps date: 18.74Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: Not ReportedLast name:Not ReportedFirst name: MARK RICEName:YesSanit seal: As of 7/1/05, on vacant propertyComment : Not ReportedPermit num:2Diameter: 0Length: 0Well depth: 28.69851Latitude: -81.26537Longitude: PVCCasing mat:ABANDONEDStatus: 43Well type:AAF0832Fluwid: C13 WNW 1/4 - 1/2 Mile Higher FLSA80000019919FL WELLS FLSA80000019918Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: Not ReportedAgency:Not ReportedStreetside: Not ReportedSoftware:Not ReportedOther id: Not ReportedRes type:NON-POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 309228Gps id: 309228Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:Not ReportedSuffix: SR 434Street:Not ReportedPrefix: EPredir:1165Number : 1165 E SR 434Address:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: Not ReportedInsp chd:Not ReportedInsp lname: Not ReportedInsp fname:SUPERProject id: DGPSLoc method:02-NOV-00Gps date: 18.36Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 311 TC05335716.2r Page A-18 Not ReportedLast name:Not ReportedFirst name: Not ReportedName:Not ReportedSanit seal: Not ReportedComment : Not ReportedPermit num:0Diameter: 0Length: 0Well depth: 28.69355Latitude: -81.26465Longitude: Not ReportedCasing mat:Not ReportedStatus: 43Well type:320248101Fluwid: E15 SW 1/4 - 1/2 Mile Higher FLSA80000075618FL WELLS FLSA80000019973Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: Not ReportedAgency:Not ReportedStreetside: Not ReportedSoftware:Not ReportedOther id: Not ReportedRes type:NON-POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 309338Gps id: 309338Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:RDSuffix: TUSKAWILLAStreet:Not ReportedPrefix: Not ReportedPredir:201Number : 201 TUSKAWILLA RDAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: Not ReportedInsp chd:Not ReportedInsp lname: Not ReportedInsp fname:SUPERProject id: DGPSLoc method:21-FEB-01Gps date: 26.78Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: Not ReportedLast name:Not ReportedFirst name: HI- FLAVOR MEATS [FORMERLY Name:YesSanit seal: Building bulldozed; PROPERTY VACANT -UP FOR LEASEComment : Not ReportedPermit num:2Diameter: 0Length: 0Well depth: 28.69279Latitude: -81.2631Longitude: GalvanizedCasing mat:ABANDONEDStatus: 41Well type:AAF0886Fluwid: 14 SSW 1/4 - 1/2 Mile Higher FLSA80000019973FL WELLS FLSA80000019919Site id: 0Pws verify: 0Pws design: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 312 TC05335716.2r Page A-19 Not ReportedParcel id: DOHAgency:NoStreetside: Well_Solo_v2Software:Not ReportedOther id: OWNERRes type:POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 788956Gps id: 788956Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:RDSuffix: TUSKAWILLAStreet:Not ReportedPrefix: Not ReportedPredir:300Number : 300 TUSKAWILLA RDAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: DGPSLoc method:13-MAR-07Gps date: 15.02Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: LOFROOSLast name:Not ReportedFirst name: LOFROOSName:YesSanit seal: Not ReportedComment : Not ReportedPermit num:2Diameter: 0Length: 0Well depth: 28.69355Latitude: -81.26465Longitude: GALVANIZEDCasing mat:ACTIVEStatus: 43Well type:AAK9369Fluwid: E16 SW 1/4 - 1/2 Mile Higher FLSA80000075619FL WELLS FLSA80000075618Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: DOHAgency:NoStreetside: Well_Solo_v2Software:Not ReportedOther id: Not ReportedRes type:POTABLEPort stat: UNFILTEREDAction:320248101Wsrp id: 788956Gps id: 788956Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:RDSuffix: TUSKAWILLAStreet:Not ReportedPrefix: Not ReportedPredir:300Number : 300 TUSKAWILLA RDAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: DGPSLoc method:13-MAR-07Gps date: 15.02Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 313 TC05335716.2r Page A-20 Not ReportedLast name:Not ReportedFirst name: Not ReportedName:Not ReportedSanit seal: Not ReportedComment : Not ReportedPermit num:0Diameter: 0Length: 0Well depth: 28.6957Latitude: -81.26663Longitude: Not ReportedCasing mat:Not ReportedStatus: 43Well type:320247901Fluwid: F18 West 1/4 - 1/2 Mile Lower FLSA80000075614FL WELLS FLSA80000075622Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: DOHAgency:YesStreetside: Well_Solo_v2Software:Not ReportedOther id: OWNERRes type:POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 788960Gps id: 788960Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:WAYSuffix: MILKYStreet:Not ReportedPrefix: Not ReportedPredir:1270Number : 1270 MILKY WAYAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: GPSLoc method:06-MAR-07Gps date: -2.13Hae: Not ReportedDatum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: Not ReportedLast name:Not ReportedFirst name: Not ReportedName:YesSanit seal: Not ReportedComment : Not ReportedPermit num:2Diameter: 0Length: 0Well depth: 28.69466Latitude: -81.2658Longitude: PVCCasing mat:ACTIVEStatus: 43Well type:AAK9371Fluwid: D17 WSW 1/4 - 1/2 Mile Higher FLSA80000075622FL WELLS FLSA80000075619Site id: 0Pws verify: 0Pws design: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 314 TC05335716.2r Page A-21 Not ReportedParcel id: DOHAgency:YesStreetside: Well_Solo_v2Software:Not ReportedOther id: OWNERRes type:POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 788952Gps id: 788952Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:WAYSuffix: NATURESStreet:Not ReportedPrefix: Not ReportedPredir:1281Number : 1281 NATURES WAYAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: GPSLoc method:06-MAR-07Gps date: -12.72Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: Not ReportedLast name:Not ReportedFirst name: Not ReportedName:YesSanit seal: UNABLE TO OBTAIN PERMISSION TO SAMPLEComment : Not ReportedPermit num:2Diameter: 0Length: 0Well depth: 28.6957Latitude: -81.26663Longitude: PVCCasing mat:ACTIVEStatus: 43Well type:AAK9367Fluwid: F19 West 1/4 - 1/2 Mile Lower FLSA80000075615FL WELLS FLSA80000075614Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: DOHAgency:YesStreetside: Well_Solo_v2Software:Not ReportedOther id: Not ReportedRes type:POTABLEPort stat: UNFILTEREDAction:320247901Wsrp id: 788952Gps id: 788952Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:WAYSuffix: NATURESStreet:Not ReportedPrefix: Not ReportedPredir:1281Number : 1281 NATURES WAYAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: GPSLoc method:06-MAR-07Gps date: -12.72Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 315 TC05335716.2r Page A-22 Not ReportedLast name:Not ReportedFirst name: Not ReportedName:Not ReportedSanit seal: Not ReportedComment : Not ReportedPermit num:0Diameter: 0Length: 0Well depth: 28.69572Latitude: -81.26716Longitude: Not ReportedCasing mat:Not ReportedStatus: 43Well type:320248001Fluwid: F21 West 1/4 - 1/2 Mile Lower FLSA80000075617FL WELLS FLSA80000004735Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: Not ReportedAgency:Not ReportedStreetside: Not ReportedSoftware:Not ReportedOther id: Not ReportedRes type:POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 159714Gps id: 159714Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:BLVDSuffix: DORANStreet:Not ReportedPrefix: Not ReportedPredir:141Number : 141 DORAN BLVDAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: Not ReportedInsp chd:Not ReportedInsp lname: Not ReportedInsp fname:SUPERProject id: DGPSLoc method:09-AUG-04Gps date: 20.9Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: Not ReportedLast name:Not ReportedFirst name: JUANITA BLUMBERGName:YesSanit seal: Not ReportedComment : Not ReportedPermit num:4Diameter: 0Length: 0Well depth: 28.70107Latitude: -81.2632Longitude: Black SteelCasing mat:ACTIVEStatus: 43Well type:AAI6781Fluwid: 20 NNW 1/4 - 1/2 Mile Higher FLSA80000004735FL WELLS FLSA80000075615Site id: 0Pws verify: 0Pws design: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 316 TC05335716.2r Page A-23 Not ReportedParcel id: DOHAgency:YesStreetside: Well_Solo_v2Software:Not ReportedOther id: OWNERRes type:POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 788954Gps id: 788954Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:WAYSuffix: NATURESStreet:Not ReportedPrefix: Not ReportedPredir:1297Number : 1297 NATURES WAYAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: GPSLoc method:06-MAR-07Gps date: -15.11Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: Not ReportedLast name:Not ReportedFirst name: Not ReportedName:YesSanit seal: Not ReportedComment : Not ReportedPermit num:2Diameter: 0Length: 0Well depth: 28.69572Latitude: -81.26716Longitude: PVCCasing mat:ACTIVEStatus: 43Well type:AAK9368Fluwid: F22 West 1/4 - 1/2 Mile Lower FLSA80000075616FL WELLS FLSA80000075617Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: DOHAgency:YesStreetside: Well_Solo_v2Software:Not ReportedOther id: Not ReportedRes type:POTABLEPort stat: UNFILTEREDAction:320248001Wsrp id: 788954Gps id: 788954Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:WAYSuffix: NATURESStreet:Not ReportedPrefix: Not ReportedPredir:1297Number : 1297 NATURES WAYAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: GPSLoc method:06-MAR-07Gps date: -15.11Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 317 TC05335716.2r Page A-24 Not ReportedLast name:Not ReportedFirst name: Not ReportedName:YesSanit seal: Not ReportedComment : Not ReportedPermit num:2Diameter: 0Length: 0Well depth: 28.6945Latitude: -81.26715Longitude: PVCCasing mat:ACTIVEStatus: 43Well type:AAK9370Fluwid: G24 WSW 1/4 - 1/2 Mile Lower FLSA80000075620FL WELLS FLSA80000077031Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: DOHAgency:NoStreetside: Well_Solo_v2Software:Not ReportedOther id: OWNERRes type:POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 796364Gps id: 796364Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:WAYSuffix: NATURESStreet:Not ReportedPrefix: Not ReportedPredir:1297Number : 1297 NATURES WAYAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: GPSLoc method:11-JUN-07Gps date: -16.11Hae: Not ReportedDatum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: RODENBURGLast name:Not ReportedFirst name: RODENBURGName:YesSanit seal: Not ReportedComment : Not ReportedPermit num:4Diameter: 0Length: 0Well depth: 28.6953Latitude: -81.26711Longitude: BLACK STEELCasing mat:ACTIVEStatus: 43Well type:AAK9277Fluwid: F23 WSW 1/4 - 1/2 Mile Lower FLSA80000077031FL WELLS FLSA80000075616Site id: 0Pws verify: 0Pws design: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 318 TC05335716.2r Page A-25 Not ReportedParcel id: DOHAgency:YesStreetside: Well_Solo_v2Software:Not ReportedOther id: Not ReportedRes type:POTABLEPort stat: UNFILTEREDAction:320248201Wsrp id: 788958Gps id: 788958Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:WAYSuffix: MILKYStreet:Not ReportedPrefix: Not ReportedPredir:1296Number : 1296 MILKY WAYAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: GPSLoc method:06-MAR-07Gps date: -13.14Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: Not ReportedLast name:Not ReportedFirst name: Not ReportedName:Not ReportedSanit seal: Not ReportedComment : Not ReportedPermit num:0Diameter: 0Length: 0Well depth: 28.6945Latitude: -81.26715Longitude: Not ReportedCasing mat:Not ReportedStatus: 43Well type:320248201Fluwid: G25 WSW 1/4 - 1/2 Mile Lower FLSA80000075621FL WELLS FLSA80000075620Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: DOHAgency:YesStreetside: Well_Solo_v2Software:Not ReportedOther id: OWNERRes type:POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 788958Gps id: 788958Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:WAYSuffix: MILKYStreet:Not ReportedPrefix: Not ReportedPredir:1296Number : 1296 MILKY WAYAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: GPSLoc method:06-MAR-07Gps date: -13.14Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 319 TC05335716.2r Page A-26 Not ReportedPrmt decis:06-SEP-00Recv dt: L. D. Plante Inc.Prmt proj : CUP General (40C-20)Rule type :40C-20Rule type: ClosedPrmt stage:RenewalSeq type: L. D. PLANTE INC.Site nm: 25099Site id : NMonitoring:Production WellStn tp: 1Stn alias :15453Stn id: 3Seq no:8300Offcl prmt: 67835Cur prmt i:9933Fid: H27 South 1/4 - 1/2 Mile Lower FLSJ80000009934FL WELLS FLSJ80000003410Site id: 811537Long no:284125Lat no: -81.26033982Dec long: 28.69027231Dec lat: Commercial/Industrial/InstitutionalProj use t:CLOSPrmt app p: https://permitting.sjrwmd.com/epermitting/jsp/DocumentSearch.do?permitNum=8300&seqNo=2&command=OnlySearchLink: InactiveDisc prmt : YProd loade:Not ReportedEdit date: ORACLEPRODEditor:77008Objectid: In ComplianceCmplnc stt:DigitizeStnhdr det: 3Determinat:NGps: 25Max cap qt: ActiveStn stts: FAS - Upper Floridan AquiferSource:31ERng id: 21STwnshp id:38Sect id: 160Well cur d:102Well csng1: 4Well csng :SeminoleCounty: 82Proj acres: ClosedPrmt stts:ApprovalPrmt recom: L D PLANTE INC;L D PLANTE INCOwner: CHARLES SCHOLPPApplicant: 07-SEP-00Prmt expir: 07-SEP-93Prmt decis:14-APR-93Recv dt: L. D. Plante Inc.Prmt proj : CUP Individual (40C-2)Rule type :40C-2Rule type: ClosedPrmt stage:ModificationSeq type: L. D. PLANTE INC.Site nm: 4038Site id : NMonitoring:Production WellStn tp: 1Stn alias :15453Stn id: 2Seq no:8300Offcl prmt: 3741Cur prmt i:3409Fid: H26 South 1/4 - 1/2 Mile Lower FLSJ80000003410FL WELLS FLSA80000075621Site id: 0Pws verify: 0Pws design: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 320 TC05335716.2r Page A-27 Not ReportedParcel id: DOHAgency:NoStreetside: Well_Solo_v2Software:Not ReportedOther id: OWNERRes type:POTABLEPort stat: UNFILTEREDAction:590088401Wsrp id: 771068Gps id: 771068Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:AVESuffix: RAILROADStreet:Not ReportedPrefix: Not ReportedPredir:2950Number : 2950 RAILROAD AVEAddress:SEMINOLECounty: Not ReportedProperty i:DC23186Req numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: DGPSLoc method:25-MAY-06Gps date: -2.96Hae: Not ReportedDatum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: PLANTELast name:LAWRENCEFirst name: PLANTEName:YesSanit seal: Not ReportedComment : Not ReportedPermit num:4Diameter: 0Length: 0Well depth: 28.68985Latitude: -81.26019Longitude: BLACK STEELCasing mat:ACTIVEStatus: 43Well type:AAK3884Fluwid: H28 South 1/4 - 1/2 Mile Higher FLSA80000072221FL WELLS FLSJ80000009934Site id: 811537Long no:284125Lat no: -81.26033982Dec long: 28.69027231Dec lat: Commercial/Industrial/InstitutionalProj use t:CLOSPrmt app p: https://permitting.sjrwmd.com/epermitting/jsp/DocumentSearch.do?permitNum=8300&seqNo=3&command=OnlySearchLink: Never ActiveDisc prmt : NProd loade:Not ReportedEdit date: Not ReportedEditor:111967Objectid: In ComplianceCmplnc stt:DigitizeStnhdr det: 3Determinat:NGps: 25Max cap qt: ActiveStn stts: FAS - Upper Floridan AquiferSource:31ERng id: 21STwnshp id:38Sect id: 160Well cur d:102Well csng1: 4Well csng :SeminoleCounty: 136Proj acres: Never IssuedPrmt stts:No Permit RequiredPrmt recom: L D PLANTE INC;L D PLANTE INCOwner: CHARLES SCHOLPPApplicant: Not ReportedPrmt expir: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 321 TC05335716.2r Page A-28 10-OCT-96Prmt decis:10-OCT-96Recv dt: Seminole Pines Mobile Home ParkPrmt proj : CUP Individual (40C-2)Rule type :40C-2Rule type: ClosedPrmt stage:Transfer of OwnershipSeq type: Seminole Pines Mobile Home ParkSite nm: 11986Site id : NMonitoring:Production WellStn tp: AStn alias :15656Stn id: 3Seq no:8369Offcl prmt: 12071Cur prmt i:37005Fid: I30 NW 1/4 - 1/2 Mile Higher FLSJ80000037006FL WELLS FLSA80000070479Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: DOHAgency:NoStreetside: Well_Solo_v2Software:Not ReportedOther id: OWNERRes type:POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 763568Gps id: 763568Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:RDSuffix: TUSKAWILLAStreet:Not ReportedPrefix: Not ReportedPredir:395Number : 395 TUSKAWILLA RDAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: SEMINOLEInsp chd:BITTLEInsp lname: JOYCEInsp fname:SUPERProject id: DGPSLoc method:29-APR-09Gps date: 12.56Hae: Not ReportedDatum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: Not ReportedLast name:Not ReportedFirst name: LORD OF LIFE CHURCHName:YesSanit seal: Talked to church-well is for irrigationComment : Not ReportedPermit num:2Diameter: 0Length: 0Well depth: 28.68991Latitude: -81.26388Longitude: PVCCasing mat:ACTIVEStatus: 43Well type:AAJ1390Fluwid: 29 SSW 1/4 - 1/2 Mile Higher FLSA80000070479FL WELLS FLSA80000072221Site id: 0Pws verify: 0Pws design: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 322 TC05335716.2r Page A-29 -81.26752621Dec long: 28.70135887Dec lat: Public SupplyProj use t:CLOSPrmt app p: https://permitting.sjrwmd.com/epermitting/jsp/DocumentSearch.do?permitNum=8369&seqNo=4&command=OnlySearchLink: InactiveDisc prmt : NProd loade:Not ReportedEdit date: Not ReportedEditor:62307Objectid: Out Of ComplianceCmplnc stt:DigitizeStnhdr det: 3Determinat:YGps: 100Max cap qt: InactiveStn stts: FAS - Upper Floridan AquiferSource:30ERng id: 20STwnshp id:38Sect id: 150Well cur d:0Well csng1: 4Well csng :SeminoleCounty: 50Proj acres: ClosedPrmt stts:ApprovalPrmt recom: Seminole Pines Assoc LtdOwner: Martin Newby Management CorpApplicant: 16-NOV-20Prmt expir: 16-NOV-00Prmt decis:13-OCT-99Recv dt: Tuscawilla TrailsPrmt proj : CUP General (40C-20)Rule type :40C-20Rule type: ClosedPrmt stage:RenewalSeq type: Tuscawilla TrailsSite nm: 20957Site id : NMonitoring:Production WellStn tp: AStn alias :15656Stn id: 4Seq no:8369Offcl prmt: 62700Cur prmt i:12432Fid: I31 NW 1/4 - 1/2 Mile Higher FLSJ80000012433FL WELLS FLSJ80000037006Site id: 811603Long no:284205Lat no: -81.26752621Dec long: 28.70135887Dec lat: Public SupplyProj use t:CLOSPrmt app p: https://permitting.sjrwmd.com/epermitting/jsp/DocumentSearch.do?permitNum=8369&seqNo=3&command=OnlySearchLink: InactiveDisc prmt : YProd loade:Not ReportedEdit date: ORACLEPRODEditor:112233Objectid: Out Of ComplianceCmplnc stt:DigitizeStnhdr det: 3Determinat:NGps: 100Max cap qt: InactiveStn stts: FAS - Upper Floridan AquiferSource:30ERng id: 20STwnshp id:38Sect id: 150Well cur d:0Well csng1: 4Well csng :SeminoleCounty: 50Proj acres: ClosedPrmt stts:ApprovalPrmt recom: Seminole Pines Assoc LtdOwner: Martin Newby Management CorpApplicant: 13-OCT-99Prmt expir: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 323 TC05335716.2r Page A-30 08-APR-85Prmt decis:17-DEC-84Recv dt: Indian Creek IncPrmt proj : CUP Individual (40C-2)Rule type :40C-2Rule type: ClosedPrmt stage:New/CreationSeq type: Incian Creek IncSite nm: 8629Site id : NMonitoring:Production WellStn tp: AStn alias :15656Stn id: 1Seq no:8369Offcl prmt: 8369Cur prmt i:38970Fid: I33 NW 1/4 - 1/2 Mile Higher FLSJ80000038971FL WELLS FLSJ80000062510Site id: 811603Long no:284205Lat no: -81.26752621Dec long: 28.70135887Dec lat: Public SupplyProj use t:CLOSPrmt app p: https://permitting.sjrwmd.com/epermitting/jsp/DocumentSearch.do?permitNum=8369&seqNo=2&command=OnlySearchLink: InactiveDisc prmt : YProd loade:Not ReportedEdit date: ORACLEPRODEditor:86612Objectid: In ComplianceCmplnc stt:DigitizeStnhdr det: 3Determinat:NGps: 100Max cap qt: InactiveStn stts: FAS - Upper Floridan AquiferSource:30ERng id: 20STwnshp id:38Sect id: 150Well cur d:0Well csng1: 4Well csng :SeminoleCounty: 50Proj acres: ClosedPrmt stts:ApprovalPrmt recom: Seminole Pines Assoc LtdOwner: Martin Newby Management CorpApplicant: 13-OCT-99Prmt expir: 13-OCT-92Prmt decis:06-APR-92Recv dt: Seminole Pines Mobile Home ParkPrmt proj : CUP Individual (40C-2)Rule type :40C-2Rule type: ClosedPrmt stage:ModificationSeq type: Seminole Pines Mobile Home ParkSite nm: 8628Site id : NMonitoring:Production WellStn tp: AStn alias :15656Stn id: 2Seq no:8369Offcl prmt: 8368Cur prmt i:62509Fid: I32 NW 1/4 - 1/2 Mile Higher FLSJ80000062510FL WELLS FLSJ80000012433Site id: 811603Long no:284205Lat no: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 324 TC05335716.2r Page A-31 -81.25950646Dec long: 28.68943897Dec lat: Commercial/Industrial/InstitutionalProj use t:CLOSPrmt app p: https://permitting.sjrwmd.com/epermitting/jsp/DocumentSearch.do?permitNum=8300&seqNo=3&command=OnlySearchLink: Never ActiveDisc prmt : NProd loade:Not ReportedEdit date: Not ReportedEditor:72439Objectid: In ComplianceCmplnc stt:DigitizeStnhdr det: 3Determinat:NGps: 1200Max cap qt: InactiveStn stts: FAS - Upper Floridan AquiferSource:31ERng id: 21STwnshp id:38Sect id: 200Well cur d:65Well csng1: 8Well csng :SeminoleCounty: 136Proj acres: Never IssuedPrmt stts:No Permit RequiredPrmt recom: L D PLANTE INC;L D PLANTE INCOwner: CHARLES SCHOLPPApplicant: Not ReportedPrmt expir: Not ReportedPrmt decis:06-SEP-00Recv dt: L. D. Plante Inc.Prmt proj : CUP General (40C-20)Rule type :40C-20Rule type: ClosedPrmt stage:RenewalSeq type: L. D. PLANTE INC.Site nm: 25099Site id : NMonitoring:Production WellStn tp: 2Stn alias :15454Stn id: 3Seq no:8300Offcl prmt: 67835Cur prmt i:46143Fid: H34 SSE 1/2 - 1 Mile Lower FLSJ80000046144FL WELLS FLSJ80000038971Site id: 811603Long no:284205Lat no: -81.26752621Dec long: 28.70135887Dec lat: Public SupplyProj use t:CLOSPrmt app p: https://permitting.sjrwmd.com/epermitting/jsp/DocumentSearch.do?permitNum=8369&seqNo=1&command=OnlySearchLink: InactiveDisc prmt : YProd loade:Not ReportedEdit date: ORACLEPRODEditor:116535Objectid: In ComplianceCmplnc stt:DigitizeStnhdr det: 3Determinat:NGps: 100Max cap qt: InactiveStn stts: FAS - Upper Floridan AquiferSource:30ERng id: 20STwnshp id:38Sect id: 150Well cur d:0Well csng1: 4Well csng :SeminoleCounty: 1280Proj acres: ClosedPrmt stts:ApprovalPrmt recom: Seminole Pines Assoc LtdOwner: Martin Newby Management CorpApplicant: 08-APR-92Prmt expir: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 325 TC05335716.2r Page A-32 Not ReportedLast name:Not ReportedFirst name: TUSKAWILLA TRAILSName:YesSanit seal: WELL NOW OUT OF SERVICE RETAGGGED AS AAC3132; Connected to Winter SpringsComment : 3694026Permit num:10Diameter: 322Length: 460Well depth: 28.70157Latitude: -81.2675Longitude: Black SteelCasing mat:RETAGGEDStatus: 50Well type:AAI6780Fluwid: I36 NW 1/2 - 1 Mile Higher FLSA80000004734FL WELLS FLSJ80000050884Site id: 811534Long no:284122Lat no: -81.25950646Dec long: 28.68943897Dec lat: Commercial/Industrial/InstitutionalProj use t:CLOSPrmt app p: https://permitting.sjrwmd.com/epermitting/jsp/DocumentSearch.do?permitNum=8300&seqNo=2&command=OnlySearchLink: InactiveDisc prmt : YProd loade:Not ReportedEdit date: ORACLEPRODEditor:103430Objectid: In ComplianceCmplnc stt:DigitizeStnhdr det: 3Determinat:NGps: 1200Max cap qt: InactiveStn stts: FAS - Upper Floridan AquiferSource:31ERng id: 21STwnshp id:38Sect id: 200Well cur d:65Well csng1: 8Well csng :SeminoleCounty: 82Proj acres: ClosedPrmt stts:ApprovalPrmt recom: L D PLANTE INC;L D PLANTE INCOwner: CHARLES SCHOLPPApplicant: 07-SEP-00Prmt expir: 07-SEP-93Prmt decis:14-APR-93Recv dt: L. D. Plante Inc.Prmt proj : CUP Individual (40C-2)Rule type :40C-2Rule type: ClosedPrmt stage:ModificationSeq type: L. D. PLANTE INC.Site nm: 4038Site id : NMonitoring:Production WellStn tp: 2Stn alias :15454Stn id: 2Seq no:8300Offcl prmt: 3741Cur prmt i:50883Fid: H35 SSE 1/2 - 1 Mile Lower FLSJ80000050884FL WELLS FLSJ80000046144Site id: 811534Long no:284122Lat no: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 326 TC05335716.2r Page A-33 -81.25895093Dec long: 28.68943904Dec lat: Commercial/Industrial/InstitutionalProj use t:CLOSPrmt app p: https://permitting.sjrwmd.com/epermitting/jsp/DocumentSearch.do?permitNum=8300&seqNo=3&command=OnlySearchLink: Never ActiveDisc prmt : NProd loade:24-NOV-09Edit date: SandraEditor:68870Objectid: In ComplianceCmplnc stt:DigitizeStnhdr det: 3Determinat:NGps: 0Max cap qt: InactiveStn stts: FAS - Upper Floridan AquiferSource:31ERng id: 21STwnshp id:38Sect id: 0Well cur d:0Well csng1: 4Well csng :SeminoleCounty: 136Proj acres: Never IssuedPrmt stts:No Permit RequiredPrmt recom: L D PLANTE INC;L D PLANTE INCOwner: CHARLES SCHOLPPApplicant: Not ReportedPrmt expir: Not ReportedPrmt decis:06-SEP-00Recv dt: L. D. Plante Inc.Prmt proj : CUP General (40C-20)Rule type :40C-20Rule type: ClosedPrmt stage:RenewalSeq type: L. D. PLANTE INC.Site nm: 25099Site id : NMonitoring:Production WellStn tp: CStn alias :15455Stn id: 3Seq no:8300Offcl prmt: 67835Cur prmt i:42248Fid: J37 SSE 1/2 - 1 Mile Lower FLSJ80000042249FL WELLS FLSA80000004734Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: Not ReportedAgency:Not ReportedStreetside: Not ReportedSoftware:Not ReportedOther id: Not ReportedRes type:NON-POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 159712Gps id: 159712Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:Not ReportedSuffix: CHEYENNE TRAILSStreet:Not ReportedPrefix: Not ReportedPredir:1070Number : 1070 CHEYENNE TRAILSAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: Not ReportedInsp chd:Not ReportedInsp lname: Not ReportedInsp fname:SUPERProject id: DGPSLoc method:30-JUL-04Gps date: 20.46Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 327 TC05335716.2r Page A-34 Not ReportedLast name:Not ReportedFirst name: TUSKAWILLA TRAILSName:Not ReportedSanit seal: DATUM 84 AS OF 8-13-04 DUE TO HURRICANE CHARLEY, THIS WELL IS NO LONGER IN USE. MOBILE HOME PARK AComment : 3594026Permit num:Not ReportedDiameter: 0Length: 0Well depth: 28.70166Latitude: -81.26769Longitude: Not ReportedCasing mat:INACTIVEStatus: 50Well type:AAC3132Fluwid: I39 NW 1/2 - 1 Mile Lower FLSA80000000496FL WELLS FLSJ80000042490Site id: 811532Long no:284122Lat no: -81.25895093Dec long: 28.68943904Dec lat: Commercial/Industrial/InstitutionalProj use t:CLOSPrmt app p: https://permitting.sjrwmd.com/epermitting/jsp/DocumentSearch.do?permitNum=8300&seqNo=2&command=OnlySearchLink: InactiveDisc prmt : YProd loade:Not ReportedEdit date: ORACLEPRODEditor:86828Objectid: In ComplianceCmplnc stt:DigitizeStnhdr det: 3Determinat:NGps: 0Max cap qt: InactiveStn stts: FAS - Upper Floridan AquiferSource:31ERng id: 21STwnshp id:38Sect id: 0Well cur d:0Well csng1: 4Well csng :SeminoleCounty: 82Proj acres: ClosedPrmt stts:ApprovalPrmt recom: L D PLANTE INC;L D PLANTE INCOwner: CHARLES SCHOLPPApplicant: 07-SEP-00Prmt expir: 07-SEP-93Prmt decis:14-APR-93Recv dt: L. D. Plante Inc.Prmt proj : CUP Individual (40C-2)Rule type :40C-2Rule type: ClosedPrmt stage:ModificationSeq type: L. D. PLANTE INC.Site nm: 4038Site id : NMonitoring:Production WellStn tp: CStn alias :15455Stn id: 2Seq no:8300Offcl prmt: 3741Cur prmt i:42489Fid: J38 SSE 1/2 - 1 Mile Lower FLSJ80000042490FL WELLS FLSJ80000042249Site id: 811532Long no:284122Lat no: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 328 TC05335716.2r Page A-35 -81.26744324Dec long: 28.70189361Dec lat: Public SupplyProj use t:CLOSPrmt app p: https://permitting.sjrwmd.com/epermitting/jsp/DocumentSearch.do?permitNum=8369&seqNo=2&command=OnlySearchLink: InactiveDisc prmt : YProd loade:Not ReportedEdit date: ORACLEPRODEditor:107179Objectid: In ComplianceCmplnc stt:DigitizeStnhdr det: 3Determinat:NGps: 750Max cap qt: AbandonedStn stts: FAS - Upper Floridan AquiferSource:30ERng id: 20STwnshp id:38Sect id: 460Well cur d:322Well csng1: 10Well csng :SeminoleCounty: 50Proj acres: ClosedPrmt stts:ApprovalPrmt recom: Seminole Pines Assoc LtdOwner: Martin Newby Management CorpApplicant: 13-OCT-99Prmt expir: 13-OCT-92Prmt decis:06-APR-92Recv dt: Seminole Pines Mobile Home ParkPrmt proj : CUP Individual (40C-2)Rule type :40C-2Rule type: ClosedPrmt stage:ModificationSeq type: Seminole Pines Mobile Home ParkSite nm: 8628Site id : NMonitoring:Production WellStn tp: BStn alias :15657Stn id: 2Seq no:8369Offcl prmt: 8368Cur prmt i:9196Fid: I40 NW 1/2 - 1 Mile Higher FLSJ80000009197FL WELLS FLSA80000000496Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: Not ReportedAgency:Not ReportedStreetside: Not ReportedSoftware:Not ReportedOther id: Not ReportedRes type:NON-POTABLEPort stat: Not ReportedAction:Not ReportedWsrp id: 107818Gps id: 107818Loc id: WINTER SPRINGSCity:32708Zipcode: Not ReportedPostdir:Not ReportedSuffix: CHEYENNE TRAILStreet:Not ReportedPrefix: Not ReportedPredir:1070Number : 1070 CHEYENNE TRAILAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: Not ReportedInsp chd:Not ReportedInsp lname: Not ReportedInsp fname:DEPProject id: DGPSLoc method:09-JAN-03Gps date: 0Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 329 TC05335716.2r Page A-36 07-SEP-93Prmt decis:14-APR-93Recv dt: L. D. Plante Inc.Prmt proj : CUP Individual (40C-2)Rule type :40C-2Rule type: ClosedPrmt stage:ModificationSeq type: L. D. PLANTE INC.Site nm: 4038Site id : NMonitoring:Production WellStn tp: DStn alias :15456Stn id: 2Seq no:8300Offcl prmt: 3741Cur prmt i:9805Fid: J42 SSE 1/2 - 1 Mile Lower FLSJ80000009806FL WELLS FLSJ80000034176Site id: 811603Long no:284207Lat no: -81.26744324Dec long: 28.70189361Dec lat: Public SupplyProj use t:CLOSPrmt app p: https://permitting.sjrwmd.com/epermitting/jsp/DocumentSearch.do?permitNum=8369&seqNo=3&command=OnlySearchLink: InactiveDisc prmt : YProd loade:Not ReportedEdit date: ORACLEPRODEditor:107180Objectid: Out Of ComplianceCmplnc stt:DigitizeStnhdr det: 3Determinat:NGps: 750Max cap qt: AbandonedStn stts: FAS - Upper Floridan AquiferSource:30ERng id: 20STwnshp id:38Sect id: 460Well cur d:322Well csng1: 10Well csng :SeminoleCounty: 50Proj acres: ClosedPrmt stts:ApprovalPrmt recom: Seminole Pines Assoc LtdOwner: Martin Newby Management CorpApplicant: 13-OCT-99Prmt expir: 10-OCT-96Prmt decis:10-OCT-96Recv dt: Seminole Pines Mobile Home ParkPrmt proj : CUP Individual (40C-2)Rule type :40C-2Rule type: ClosedPrmt stage:Transfer of OwnershipSeq type: Seminole Pines Mobile Home ParkSite nm: 11986Site id : NMonitoring:Production WellStn tp: BStn alias :15657Stn id: 3Seq no:8369Offcl prmt: 12071Cur prmt i:34175Fid: I41 NW 1/2 - 1 Mile Higher FLSJ80000034176FL WELLS FLSJ80000009197Site id: 811603Long no:284207Lat no: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 330 TC05335716.2r Page A-37 Not ReportedParcel id: Not ReportedAgency:Not ReportedStreetside: Not ReportedSoftware:Not ReportedOther id: Not ReportedRes type:POTABLEPort stat: UNFILTEREDAction:590033101Wsrp id: 487658Gps id: 487658Loc id: CASSELBERRYCity:32708Zipcode: Not ReportedPostdir:AVESuffix: BRANTLEYStreet:Not ReportedPrefix: Not ReportedPredir:198Number : 198 BRANTLEY AVEAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: Not ReportedInsp chd:Not ReportedInsp lname: Not ReportedInsp fname:ANDREWProject id: MMAPLoc method:30-DEC-99Gps date: 0Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: Not ReportedLast name:Not ReportedFirst name: Not ReportedName:Not ReportedSanit seal: Not ReportedComment : Not ReportedPermit num:0Diameter: 0Length: 0Well depth: 28.70432Latitude: -81.25828Longitude: Not ReportedCasing mat:ACTIVEStatus: 43Well type:590033101Fluwid: 43 NNE 1/2 - 1 Mile Lower FLSA80000064031FL WELLS FLSJ80000009806Site id: 811529Long no:284122Lat no: -81.25817949Dec long: 28.68943345Dec lat: Commercial/Industrial/InstitutionalProj use t:CLOSPrmt app p: https://permitting.sjrwmd.com/epermitting/jsp/DocumentSearch.do?permitNum=8300&seqNo=2&command=OnlySearchLink: InactiveDisc prmt : YProd loade:Not ReportedEdit date: ORACLEPRODEditor:111141Objectid: In ComplianceCmplnc stt:DigitizeStnhdr det: 3Determinat:NGps: 0Max cap qt: AbandonedStn stts: FAS - Upper Floridan AquiferSource:31ERng id: 21STwnshp id:38Sect id: 0Well cur d:0Well csng1: 4Well csng :SeminoleCounty: 82Proj acres: ClosedPrmt stts:ApprovalPrmt recom: L D PLANTE INC;L D PLANTE INCOwner: CHARLES SCHOLPPApplicant: 07-SEP-00Prmt expir: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 331 TC05335716.2r Page A-38 19-OCT-01Prmt decis:02-MAR-01Recv dt: Keeth ElementaryPrmt proj : CUP General (40C-20)Rule type :40C-20Rule type: ClosedPrmt stage:RenewalSeq type: Keeth ElementarySite nm: 27468Site id : NMonitoring:Production WellStn tp: 1Stn alias :15895Stn id: 3Seq no:8420Offcl prmt: 70241Cur prmt i:14651Fid: K45 South 1/2 - 1 Mile Higher FLSJ80000014652FL WELLS FLSA80000064026Site id: 0Pws verify: 0Pws design: Not ReportedParcel id: Not ReportedAgency:Not ReportedStreetside: Not ReportedSoftware:Not ReportedOther id: Not ReportedRes type:POTABLEPort stat: UNFILTEREDAction:590032601Wsrp id: 487648Gps id: 487648Loc id: LONGWOODCity:Not ReportedZipcode: Not ReportedPostdir:STSuffix: NEBRASKAStreet:Not ReportedPrefix: Not ReportedPredir:326Number : 326 NEBRASKA STAddress:SEMINOLECounty: Not ReportedProperty i:Not ReportedReq numb: Not ReportedInsp chd:Not ReportedInsp lname: Not ReportedInsp fname:ANDREWProject id: MMAPLoc method:30-DEC-99Gps date: 0Hae: WS1984Datum: 0Lg pws: Not ReportedPhone ext:Not ReportedPhone: Not ReportedLast name:Not ReportedFirst name: Not ReportedName:Not ReportedSanit seal: THERE IS NO WELL NEAR THE SITE. WRONG LOCATIONComment : Not ReportedPermit num:0Diameter: 0Length: 0Well depth: 28.68806Latitude: -81.26234Longitude: Not ReportedCasing mat:ERRORStatus: 43Well type:590032601Fluwid: 44 South 1/2 - 1 Mile Higher FLSA80000064026FL WELLS FLSA80000064031Site id: 0Pws verify: 0Pws design: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 332 TC05335716.2r Page A-39 -81.26294482Dec long: 28.68588977Dec lat: Landscape/Recreation/AestheticProj use t:CLOSPrmt app p: https://permitting.sjrwmd.com/epermitting/jsp/DocumentSearch.do?permitNum=8420&seqNo=2&command=OnlySearchLink: InactiveDisc prmt : YProd loade:Not ReportedEdit date: ORACLEPRODEditor:86899Objectid: In ComplianceCmplnc stt:DigitizeStnhdr det: 3Determinat:NGps: 100Max cap qt: AbandonedStn stts: FAS - Upper Floridan AquiferSource:31ERng id: 21STwnshp id:38Sect id: 204Well cur d:132Well csng1: 6Well csng :SeminoleCounty: 12.3Proj acres: ClosedPrmt stts:ApprovalPrmt recom: Seminole County Public SchoolsOwner: Keeth Elementary SchoolApplicant: 08-FEB-01Prmt expir: 08-FEB-94Prmt decis:08-OCT-93Recv dt: Keeth ElementaryPrmt proj : CUP Individual (40C-2)Rule type :40C-2Rule type: ClosedPrmt stage:RenewalSeq type: KEETH ELEMENTARYSite nm: 4091Site id : NMonitoring:Production WellStn tp: 1Stn alias :15895Stn id: 2Seq no:8420Offcl prmt: 3794Cur prmt i:24849Fid: K46 South 1/2 - 1 Mile Higher FLSJ80000024850FL WELLS FLSJ80000014652Site id: 811547Long no:284109Lat no: -81.26294482Dec long: 28.68588977Dec lat: Landscape/Recreation/AestheticProj use t:CLOSPrmt app p: https://permitting.sjrwmd.com/epermitting/jsp/DocumentSearch.do?permitNum=8420&seqNo=3&command=OnlySearchLink: InactiveDisc prmt : NProd loade:05-OCT-11Edit date: SJONESEditor:65324Objectid: UndeterminedCmplnc stt:DigitizeStnhdr det: 3Determinat:NGps: 100Max cap qt: AbandonedStn stts: FAS - Upper Floridan AquiferSource:31ERng id: 21STwnshp id:38Sect id: 204Well cur d:132Well csng1: 6Well csng :SeminoleCounty: 5.79Proj acres: ClosedPrmt stts:ApprovalPrmt recom: Seminole County Public SchoolsOwner: Keeth Elementary SchoolApplicant: 19-OCT-21Prmt expir: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 333 TC05335716.2r Page A-40 FLSJ80000030614Site id: 811613Long no:284214Lat no: -81.27033997Dec long: 28.70388299Dec lat: Public SupplyProj use t:CLOSPrmt app p: https://permitting.sjrwmd.com/epermitting/jsp/DocumentSearch.do?permitNum=8369&seqNo=3&command=OnlySearchLink: InactiveDisc prmt : YProd loade:Not ReportedEdit date: ORACLEPRODEditor:103282Objectid: Out Of ComplianceCmplnc stt:DigitizeStnhdr det: 3Determinat:NGps: 1200Max cap qt: ProposedStn stts: FAS - Upper Floridan AquiferSource:30ERng id: 20STwnshp id:38Sect id: 500Well cur d:0Well csng1: 12Well csng :SeminoleCounty: 50Proj acres: ClosedPrmt stts:ApprovalPrmt recom: Seminole Pines Assoc LtdOwner: Martin Newby Management CorpApplicant: 13-OCT-99Prmt expir: 10-OCT-96Prmt decis:10-OCT-96Recv dt: Seminole Pines Mobile Home ParkPrmt proj : CUP Individual (40C-2)Rule type :40C-2Rule type: ClosedPrmt stage:Transfer of OwnershipSeq type: Seminole Pines Mobile Home ParkSite nm: 11986Site id : NMonitoring:Production WellStn tp: CStn alias :15658Stn id: 3Seq no:8369Offcl prmt: 12071Cur prmt i:30613Fid: 47 NW 1/2 - 1 Mile Lower FLSJ80000030614FL WELLS FLSJ80000024850Site id: 811547Long no:284109Lat no: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 334 TC05335716.2r Page A-41 0%25%75%1.450 pCi/LBasement 0%0%100%0.630 pCi/LLiving Area % >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea Number of sites tested: 82 Federal Area Radon Information for SEMINOLE COUNTY, FL : Zone 3 indoor average level < 2 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. Note: Zone 1 indoor average level > 4 pCi/L. Federal EPA Radon Zone for SEMINOLE County: 3 Mandatory Residential Database0.0132708 Mandatory Non-Residential Database0.02732708 Certified Residential Database0.028032708 ___________________________________________ Data Source% of sites>4pCi/LTotal BuildingsZip Radon Test Results State Database: FL Radon AREA RADON INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS RADON ® 335 TOPOGRAPHIC INFORMATION USGS 7.5’ Digital Elevation Model (DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection. Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey HYDROLOGIC INFORMATION Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetlands Inventory Source: Department of Environmental Protection Telephone: 850-245-8238 HYDROGEOLOGIC INFORMATION AQUIFLOW Information SystemR Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO: Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management. TC05335716.2r Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED 336 LOCAL / REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS). USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater. STATE RECORDS DEP GWIS - Generalized Water Information System Well Data Source: Department of Environmental Protection Telephone: 850-245-8507 Data collected for the Watershed Monitoring Section of the Department of Environmental Protection. DOH and DEP Historic Study of Private Wells Source: Department of Environmental Protection Telephone: 850-559-0901 Historic database for private supply wells. Well Construction Permitting Database Source: Northwest Florida Water Management District Telephone: 850-539-5999 Consumptive Use Permit Well Database Source: St. Johns River Water Management District Telephone: 386-329-4841 Permitted Well Location Database Source: South Florida Water Management District Telephone: 561-682-6877 Super Act Program Well Data This table consists of data relating to all privately and publicly owned potable wells investigated as part of the SUPER Act program. The Florida Department of Health’s SUPER Act Program (per Chapter 376.3071(4)(g), Florida Statutes), was given authority to provide field and laboratory services, toxicological risk assessments, investigations of drinking water contamination complaints and education of the public Source: Department of Health Telephone: 850-245-4250 Water Well Location Information Source: Suwannee River Water Management District Telephone: 386-796-7211 TC05335716.2r Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED 337 Water Well Permit Database Source: Southwest Water Management District Telephone: 352-796-7211 OTHER STATE DATABASE INFORMATION Florida Sinkholes Source: Department of Environmental Protection, Geological Survey The sinkhole data was gathered by the Florida Sinkhole Research Institute, University of Florida. Oil and Gas Permit Database Source: Department of Environmental Protection Telephone: 850-245-3194 Locations of all permitted wells in the state of Florida. RADON State Database: FL Radon Source: Department of Health Telephone: 850-245-4288 Zip Code Based Radon Data Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary faultlines, prepared in 1975 by the United State Geological Survey STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC05335716.2r Page PSGR-3 PHYSICAL SETTING SOURCE RECORDS SEARCHED 338 Appendix E 339 PM PROFESSIONAL RESUMES 340 MICHAEL GREEN, CHMM, CEP FOUNDER & CEO EDUCATION Sacred Heart University—Bachelor of Science in Environmental Science Rutgers University/New Jersey Institute of Technology—Master of Science in Environmental Science *Magna Cum Laude CERTIFICATIONS Certified Hazardous Materials Manager (CHMM-IHMM) Certified Environmental Professional (CEP-ABCEP) OSHA 1910.120 40-hour HAZWOPER Michael Green is the Founder and CEO of LTG Consulting, LLC. and has over 14 years of professional experience. He specializes in a wide variety of Environmental Due Diligence, including Transaction Screens, Phase I and Phase II Environmental Site Assessments (ESAs), and Property Condition Assessments (PCAs). Mr. Green also has experience managing Brownfields Projects. Mr. Green has managed projects of varying sizes ranging from single residential-type properties to portfolios, including large multi-story commercial/industrial facilities. AREAS OF EXPERTISE • Transaction Screens, Phase I and Phase II ESAs—Project duties include project management, data collection, site investigations, subcontractor procurement, sample collection, and preparation/review of reports • Property Condition Assessments—Project duties include project management, data collection, site investigations, subcontractor procurements, and preparation/review of reports • Brownfields Projects—Project duties include project management, execution of Brownfields Site Rehabilitation Agreements (BSBRAs), and preparation of Voluntary Cleanup Tax Credits (VCTC) applications PROJECT EXPERIENCE Lockheed MarKn Tallevast Site, Sarasota, FL - Extremely high profile li\gious case involving large plumes of 1,4-Dioxane below surface in residen\al area; groundwater and soil sampling for monthly repor\ng to state regulatory agency. Conducted numerous soil borings to depths of 300 _ bgs logging soil and recording lithology of the site in order to successfully install groundwater monitoring wells; construc\on over-site of Photo-Cat system and treatment plant; installa\on of over 10 recovery wells; system opera\ons and maintenance of Photo-Cat system; employee training for various employees in order to teach the opera\ons and maintenance to other employees; assisted in design of Remedial Ac\on Report (RAR); worked closely with Community rela\ons liaison for Lockheed Mar\n regarding residents and media in the surrounding area; abandoned over 50 private water supply wells for residents and reported all closures to county agencies and nego\ated closure permits; conducted numerous vapor intrusion surveys and reported data in monthly data reports to regulatory agency. Honeywell, Inc., Tampa, FL - High profile li\gious case involving large plumes of chlorinated solvents (PCE/TCE) below surface in Residen\al area; groundwater and soil sampling using low flow sampling, diffusion bag samplers and bailers; scheduled all field ac\vi\es for site work; system operations and 341 maintenance on Dual Phase Extraction (DPE) system for the remediation of high concentrations of chlorinated solvents; prepared monthly status reports for regulatory agencies; adended meetings with regulatory agencies to discuss and negotiate cleanup requirements. Project Gator, Mul\ple Loca\ons, GA & FL - Project Manager for Phase I ESAs, Phase II ESAs, Limited Water Supply Evalua\ons, and Limited Compliance Evalua\ons. Phase I ESAs were performed on a large porgolio of 22 agricultural proper\es located in Florida and Georgia, with individual proper\es ranging in size from 15 to 400 acres. Land use was primarily agricultural with three proper\es performing produce processing and equipment maintenance in addi\on to farming, where Limited Compliance Evalua\on was also warranted. Managed project team of 26 personnel to accommodate short project schedule. Performed site reconnaissance, reviewed per\nent records, interviewed property representa\ves and regulatory personnel, and made recommenda\ons based on findings. Planned and performed Phase II ESAs on 11 proper\es, including soil screening and sampling, and groundwater and surface water sampling. Performed regional Limited Water Supply Evalua\on to examine feasibility as con\nued use as farmland. An addi\onal 23 proper\es were being considered as a lease package, where limited environmental due diligence was performed, consis\ng of site reconnaissance and limited records review. Results of assessments were used by client to evaluate risks associated with acquisi\on or leasing, and con\nued farming and produce processing at the proper\es. Project Flight, Mul\ple Loca\ons, Mul\ple States - Conducted eight Phase I ESAs and RCRA Compliance Audits on large scrap metal recycling proper\es located in Florida, Georgia, Pennsylvania, New York, and Michigan. Individual proper\es ranged in size from 5 to 20 acres. Reviewed per\nent records, interviewed property representa\ve and regulatory personnel, and made recommenda\ons based on findings. Results of assessments were used by client to evaluate risks associated with acquisi\on and development of the proper\es. Silco ProperKes Inc., Lakeland, FL - Requested to give a deposi\on for a court case regarding a contaminated property transac\on lawsuit. Conducted site assessment under 62-780 of the Florida Administra\ve Code (F.A.C.) using membrane interface probe (MIP) technology for soil data and analysis. Direct contact with u\li\es and Public Works department for required permits/access agreements. Monitoring well installa\on and sampling. Prepared a SAR for submittal to the Florida Department of Environmental Protec\on (FDEP). WCI, Inc., Sun City Center, FL - Conducted soil and groundwater sampling to address arsenic contamination surrounding a golf course maintenance facility. Collected mul\ple soil and groundwater samples; used GPS unit to locate samples and overlay sample loca\ons onto a site map using AutoCAD. Submided and obtained approval for site assessment report (SAR) and Interim Source Removal (ISR) report. Submidal of Natural Adenua\on Monitoring Plan (NAMP) for No Further Ac\on (NFA) with institu\onal and engineering controls. Crosland Inc., Tampa, FL - Preparation of Directors Authoriza\on Modifica\on Permit to receive authoriza\on for construction on a previous city landfill; developed Materials Management & Leachate Plan and a Landfill Gas Mi\ga\on System monitoring plan; conducted a Supplemental Soil Investiga\on followed by a Supplemental Soil Report which included soil sampling and soil vapor sampling. Uploaded documents to various FTP sites for client viewing; prepared figures and tables; worked closely with the Environmental Protec\on Commission of Hillsborough County (EPCHC) for perminng. Universal Studios, Orlando, FL & Hollywood, CA - Project management and preparation of lock out tag out (LOTO) procedures for theme parks and buildings; identified all energy sources of various types of machines and appliances in order to reduce the unit to zero energy so that maintenance can be performed on the unit. Compiled data using Microso_ access and prepared actual safety catalogues of each of the machines and appliances. Received recogni\on award for the superior work carried out on the project. 342 343 Appendix F 344 PM Environmental, Inc. Common Acronyms & Terms Page 1 of 2 COMMON ACRONYMS AND TERMINOLOGY USED IN THE COURSE OF THIS PHASE I ESA The following is a list of common acronyms: All Appropriate Inquiry AAI Asbestos Containing Materials ACM Aboveground Storage Tank AST American Society for Testing Materials ASTM Approximate Minimum Search Distance ASMD Comprehensive Environmental Response, Compensation and Liability Act CERCLA Environmental Data Resources EDR Environmental Site Assessment ESA Federal Emergency Response Notification System ERNS Large Quantity Generator LQG Leaking Underground Storage Tank LUST National Priority List NPL No Further Remedial Action Planned NFRAP PM Environmental, Inc. PME Polychlorinated Biphenyls PCBs Resource Conservation and Recovery Act RCRA Small Quantity Generator SQG Treatment Storage and Disposal Facility TSD Underground Storage Tank UST United States Environmental Protection Agency USEPA TERMINOLOGY The following provides definitions and descriptions of certain terms that may be used in this report. Several terms are defined by ASTM Standard Practice E 1527. The Standard Practice should be referenced for further detail (such as the precise wording), related definitions, or additional explanation regarding the meaning of terms. Asbestos containing material (ACM): Any material found to contain greater than 1% asbestos using an analytical method that is approved by the USEPA for asbestos analysis. De minimis conditions: Conditions that generally do not present a material risk or harm to public health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Friable material: Defined in the National Emission Standards for Hazardous Air Pollutants (NESHAP) as a material that can be pulverized or reduced to dust using hand pressure only. General risk of enforcement action: The likelihood that an environmental condition would be subject to enforcement action if brought to the attention of appropriate 345 PM Environmental, Inc. Common Acronyms & Terms Page 2 of 2 governmental agencies. If the circumstances suggest an enforcement action would be more likely than not, then the condition is considered a general risk of enforcement action. Historical recognized environmental condition (HREC): Environmental condition which in the past would have been considered a recognized environmental condition, but which may or may not be considered a recognized environmental condition currently. The final decision rests with the environmental professional and will be influenced by the current impact of the historical recognized environmental condition on the subject property. If a past release of any hazardous substances or petroleum products has occurred in connection with the subject property, with such remediation accepted by the responsible regulatory agency (for example, as evidenced by the issuance of a no further action letter or equivalent), this condition shall be considered a historical recognized environmental condition. Non-friable material: Defined by National Emission Standards for Hazardous Air Pollutants (NESHAP) as a material that cannot be pulverized or reduced to dust using hand pressure only. According to NESHAP, non-friable building materials include those in Category I (packings, gaskets, resilient floor coverings/adhesives, and asphalt roofing materials) and those in Category II (all other materials). Recognized environmental condition (REC): The presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or a material threat of a release of any hazardous substances or petroleum products into structures on the subject property or into the ground, ground water, or surface water of the subject property. The term includes hazardous substances or petroleum products even under conditions in compliance with laws. The term is not intended to include de minimis conditions that generally do not present a material risk of harm to public health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Subject property: The area that is the focus of a Phase I Environmental Site Assessment. The boundaries are not necessarily consistent with recorded legal descriptions of real estate, and are defined by the User. Suspect ACM of concern: Defined as “(I) all friable suspect ACMs (II) any non-friable suspect ACMs expected to be disturbed by renovation or demolition activities planned for the subject property.” 346 Phase I ESA Scope of Services PM Environmental, Inc. Page 1 General Scope of Services for Phase I ESA The purpose of the Phase I ESA is to gather sufficient information to develop an independent professional opinion about the environmental condition of the subject property. The ESA will be conducted in an attempt to satisfy the ASTM Standard (E-1527-13) and the U.S. EPA Standards and Practices for All Appropriate Inquiry as defined in the Small Business Liability Relief and Brownfields Revitalization Act. The Phase I ESA will encompass the following scope of work: Records Review Federal and State database search for sites within the ASTM approximate minimum search distances. Review of one or more additional state environmental record sources (e.g., fire department, health department, published local or state site contamination lists, etc.). PM is typically exhaustive in inquiry with these resources. Utilization of as many of the ASTM standard historical sources as necessary and as reasonably ascertainable and likely to be useful to document all obvious uses of the subject property from the present, back to the subject property’s first developed usage (agricultural or the placement of fill) or 1940, whichever is earlier (e.g., aerial photographs, fire insurance maps, topographic maps, street directories, building record and other sources including knowledgeable interviewees). PM is typically exhaustive in usage of these resources to document subject property historical usages. Chain of title is not typically consulted by PM unless all other standard and historical sources cannot adequately document subject property usages or if required by a lender. A separate fee to the lump sum quoted will be assessed for obtainment of chain of title. A records review in accordance with the requirements for a Vapor Intrusion Assessment per ASTM E- 2600-08 is not included in this scope of work. Site Reconnaissance The objective of the site reconnaissance is to obtain information regarding the likelihood of recognized environmental conditions in connection with the subject property. The exterior of the subject property and any structures, as well as, pathways, roads, etc., will be visually and physically observed. The interior of the structures on the subject property will be visually and physically observed. This includes all common areas, maintenance and repair rooms, boiler rooms and representative number of occupant spaces. Observations under floors, above ceilings or behind walls are not required unless specified by requirements other than the ASTM standard. PM will evaluate non-ASTM scope issues with a visual inspection, and comment on asbestos containing building materials, lead based paint, and water intrusion associated with mold. Sampling is not included within this scope of work, but can be completed under a separate proposal. Current and past uses of the subject property and adjoining properties, and general uses of surrounding properties, to the extent visually and physically observed will be recorded. Emphasis is placed on subject property or adjoining property usages involving use, treatment, storage, disposal or generation of hazardous substances or petroleum products. These observations may include process details on raw material and waste management practices. General description of structures and improvements on the subject property (number and age of buildings, ancillary structures, utilities, storage tanks, hazardous substance and petroleum product usage, general chemical or raw material usage, heating and cooling, stains, solid waste, waste water, etc.). Interviews with Owners and Occupants Interviews with owners, occupants, key site manager and user (person on behalf Phase I ESA conducted), typically with regard to information about current and historical uses, general site setting information, site specific documents, litigation, administrative orders, notices of violations with regard to environmental issues, etc. 347 Phase I ESA Scope of Services PM Environmental, Inc. Page 2 Interviews with Local Government Officials A reasonable attempt will be made to interview at least one staff member of any of the following: the local fire department, the local agency or state agency having jurisdiction over environmental matters in the area in which the subject property is located, and/or the local health department. PM is typically exhaustive in its inquiry of these sources, unless professional experience has indicated the resource is not beneficial. Evaluation and Report Preparation The report of the Phase I ESA findings will generally follow the ASTM format unless otherwise requested by the client or as outlined in any applicable lender requirements. The report will include documentation of sources, methodology, limitations, and credentials. Liability/risk evaluations, recommendations for Phase II ESA testing and remediation techniques are not provided within the scope of an ASTM performed assessment. Phase I ESA reports are kept in the strictest client confidence and are issued directly to the client. Issuance or reliance on the Phase I ESA report for purposes of making loan decisions by a private lender may be included in the Phase I ESA report if specified by the client. 348 PM Environmental, Inc. User’s Continuing Obligations Page 1 of 2 USER’S CONTINUING OBLIGATIONS UNDER CERCLA Conducting a Phase I ESA alone does not provide a landowner with protection against CERCLA liability. Landowners who want to maintain a bona Fide Prospective Purchaser, an Innocent Landowner, or a Contiguous Property Owner Defense must also comply with other pre-acquisition and post-acquisition requirements in the CERCLA regulations and AAI standards. The responsibilities for each defense are summarized below. Bona Fide Prospective Purchaser Responsibilities The Bona Fide Prospective Purchaser defense is intended for individuals or entities purchasing a property known to be contaminated. To obtain and maintain the defense, the individual or entity seeking the defense must also satisfy the following requirements (AAI, Section II D.1.): Have acquired a property after all disposal activities involving hazardous substances ceased at the property; Provide all legally required notices with respect to the discovery or release of any hazardous substances at the property; Exercise appropriate care by taking reasonable steps to stop continuing releases, prevent any threatened future releases, and prevent or limit human, environmental, or natural resources exposure to any previously released hazardous substance; Provide full cooperation, assistance, and access to persons authorized to conduct response actions or natural resource restorations; Comply with land use restrictions established or relied on in connection with a response action; Not impede the effectiveness or integrity of any institutional controls; Comply with any CERCLA request for information or administrative subpoena; and Not be potentially liable, or affiliated with any other person who is potentially liable for response costs for addressing releases at the property. Innocent Landowner Responsibilities The Innocent Landowner Defense protects individuals or entities (ultimately the “property owner”) purchasing a property that is not known to be contaminated. The property owner must also satisfy the following requirements to obtain and maintain the defense (AAI, Section II D.3 and CERCLA Section 107(b)(3)): Have no reason to know that any hazardous substance which is the subject of a release of threatened release was disposed of on, in, or at the facility; Provide full cooperation, assistance and access to persons authorized to conduct response actions at the property; Comply with any land use restrictions and not impeding the effectiveness or integrity of any institutional controls; 349 PM Environmental, Inc. User’s Continuing Obligations Page 2 of 2 Take reasonable steps to stop continuing releases, prevent any threatened release, and prevent to limit human, environmental, or natural resource exposure to any hazardous substances released on or from the landowner’s property; Demonstrate that the act or omission that caused the release or threat of release of hazardous substances and the resulting damages were caused by the third party with whom the person does not have employment, agency, or contractual relationship; Exercise due care with respect to the hazardous substance concerned, taking into consideration the characteristics of such hazardous substance, in light of all relevant facts and circumstances; Take precautions against foreseeable acts or omissions of a third party and the consequences that could result from such acts or omissions. Contiguous Property Owner Defense The Contiguous Property Owner Defense protects individuals or entities purchasing a property that is not known to be contaminated, but could be contaminated by migration from a contiguous property owned by someone else. To qualify as a contiguous property owner, a landowner must have no knowledge of contamination prior to acquisition, or reason to know of contamination at the time of acquisition, have conducted AAI, and meet all of the criteria set forth in AAI Section II.D.2 and CERCLA Section 107(q)(1)(A), which include: Not cause, contribute, or consent to the release or threatened release; Not be potentially liable nor affiliated with nay other person potentially liable for response costs at the property; Take reasonable steps to stop continuing releases, prevent any threatened release, and prevent or limit human, environmental, or natural resource exposure to any hazardous substances released on or from the landowner’s property; Provide full cooperation, assistance, and access to persons authorized to conduct response actions or natural resource restorations; Comply with land use restrictions established or relied on in connection with a response action; Not impede the effectiveness or integrity of any institutional controls; Comply with any CERCLA request for information or administrative subpoena; Provide all legally required notices with respect to discovery or release of any hazardous substances at the property. Persons who know, or have reason to know, that the property is or could be contaminated at the time of acquisition of a property cannot qualify for the liability protection as a contiguous property owner, but may be entitles to Bona Fide Prospective Purchaser status. 350 REPORT COVER PAGE Geotechnical Engineering Report Chase Bank-Tuskawilla Road Tuskawilla Road and SR 434 Oviedo, Seminole County, Florida October 30, 2018 Terracon Project No. H1185164 Prepared for: Kimley-Horn and Associates, Inc. Orlando, Florida Prepared by: Terracon Consultants, Inc. Winter Park, Florida 351 Terracon Consultants, Inc. 1675 Lee Road Winter Park, Florida 32789 P (407) 740 6110 F (407) 740 6112 terracon.com REPORT COVER LETTER TO SIGN October 30, 2018 Kimley-Horn and Associates, Inc. 189 S. Orange Avenue, Suite 10000 Orlando, Florida 32801 Attn: Ms. Jennifer Stickler P:(407) 427 1682 E:Jennifer.Stickler@kimley-horn.com Re: Geotechnical Engineering Report Chase Bank-Tuskawilla Road Tuskawilla Road and SR 434 Oviedo, Seminole County, Florida Terracon Project No. H1185164 Dear Ms. Client: We have completed geotechnical engineering services for the above referenced project. This study was performed in general accordance with Terracon Proposal No. PH1175164, revision dated June 4, 2018. This report presents the findings of the subsurface exploration and provides geotechnical recommendations concerning earthwork and the design and construction of foundations, floor slabs, and pavements for the proposed project. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report, or if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc. Certificate of Authorization No. 8830 Brendan S. O’Brien, P.E.Bruce H. Woloshin, P.E. Senior Geotechnical Engineer Principal Florida PE #52047 This report has been electronically signed and sealed by Brendan S. O’Brien, P.E. on October 30, 2018 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 352 Responsive ■Resourceful ■Reliable REPORT TOPICS REPORT TOPICS REPORT SUMMARY ....................................................................................................... i INTRODUCTION ............................................................................................................. 1 SITE CONDITIONS ......................................................................................................... 1 PROJECT DESCRIPTION .............................................................................................. 4 GEOTECHNICAL CHARACTERIZATION ...................................................................... 5 GEOTECHNICAL OVERVIEW ....................................................................................... 6 EARTHWORK................................................................................................................. 7 SHALLOW FOUNDATIONS ......................................................................................... 10 SEISMIC CONSIDERATIONS ...................................................................................... 12 FLOOR SLABS............................................................................................................. 12 PAVEMENTS ................................................................................................................ 14 GENERAL COMMENTS ............................................................................................... 18 Note: This report was originally delivered in a web-based format.Orange Bold text in the report indicates a referenced section heading. The PDF version also includes hyperlinks which direct the reader to that section and clicking on the logo will bring you back to this page. For more interactive features, please view your project online at client.terracon.com. ATTACHMENTS EXPLORATION AND TESTING PROCEDURES SITE LOCATION AND EXPLORATION PLANS EXPLORATION RESULTS SUPPORTING INFORMATION 353 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable i REPORT SUMMARY Topic 1 Overview Statement 2, 3 Project Description 3,558 square foot structure Max. Column loads: 120 kips, Max. Wall loads: 3½ kips per linear foot Up to 3 feet of fill to achieve final grade Little excavation other than foundation construction Expected traffic for pavement areas: ■Light duty (car parking only): 30,000 equivalent 18-kip single axle loads (E18SALs) ■Heavy duty (truck traffic, driveways): 50,000 E18SALs Geotechnical Characterization Upper and lower layers of sand with silt, with an intermediate layer of clayey sand to hardpan Groundwater encountered between depths of4 ½ feet and 5 feet. Seasonal high groundwater table estimated at a depth of3 ½ feet Earthwork Traditional surface compaction Shallow Foundations Shallow foundations will be sufficient Allowable bearing pressure, columns = 3,000 lbs/sq ft Allowable bearing pressure, walls = 2,500 lbs/sq ft Expected settlements: < 1 inch total, < ½ inch differential Pavements With subgrade prepared as noted in Earthwork Asphalt: ■1½” ACC over 6” base over 12” stabilized subbase in Light Duty areas (car parking only) ■2½” ACC over 8” base over 12” stabilized subbase in Heavy Duty areas (trucks, driveways). Concrete: ■5” PCC in Light Duty areas ■7” PCC in Heavy Duty areas General Comments This section contains important information about the limitations of this geotechnical engineering report. 1.If the reader is reviewing this report as a pdf, the topics above can be used to access the appropriate section of the report by simply clicking on the topic itself. 2.This summary is for convenience only. It should be used in conjunction with the entire report for design purposes. 3.Highlighted text are assumptions and should be verified by the project team. 354 Responsive ■Resourceful ■Reliable 1 INTRODUCTION Geotechnical Engineering Report Chase Bank-Tuskawilla Road Tuskawilla Road and SR 434 Oviedo, Seminole County, Florida Terracon Project No. H1185164 October 30, 2018 INTRODUCTION This report presents the results of our subsurface exploration and geotechnical engineering services performed for the proposed Chase Bank to be located at Tuskawilla Road and SR 434 in Oviedo, Seminole County, Florida. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: ■Subsurface soil conditions ■Foundation design and construction ■Groundwater conditions ■Floor slab design and construction ■Site preparation and earthwork ■Seismic site classification per FBC ■Stormwater pond considerations ■Pavement design and construction The geotechnical engineering scope of services for this project included the advancement of five test borings to depths ranging from approximately 10 to 20 feet below existing site grades. Maps showing the site and boring locations are shown in the Site Location and Exploration Plan sections, respectively. The results of the laboratory testing performed on soil samples obtained from the site during the field exploration are included on the boring logs in the Exploration Results section of this report. SITE CONDITIONS The following description of site conditions is derived from our site visit in association with the field exploration and our review of publicly available geologic and topographic maps as well as other published sources. Item Description Parcel Information The project is located at the east corner of the intersection of Tuskawilla Road and SR 434 in Oviedo, Seminole County, Florida. The approximate center of the site is located at latitude 28.696463° N longitude -81.261474° W. See Site Location. 355 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 2 Item Description Existing Improvements None. Current Ground Cover Bare soil. Site was recently cleared, previously heavily vegetated. Existing Topography The USGS topographic quadrangle map “Casselberry, Florida” depicts native site grade as nearly level to gently sloping, with native ground surface between elevations +40 feet and +45 feet, referencing the National Geodetic Vertical Datum of 1929 (NGVD29). Surface Water Numerous wet detention ponds are visible in the site vicinity. The USGS topographic quadrangle map “Casselberry, Florida” depicts an isolated swamp about 1,200 feet south of the site, at about elevation +40 feet, and Lake Jessup about 3,000 feet northeast of the site, with a water level approximating mean sea level. Regional Geology According to Soil Survey of Seminole County, Florida, the lithology of the site vicinity generally consists of undifferentiated clastic surface material, underlain by the Hawthorn Group, underlain by the Ocala Limestone. As interpreted from the generally east-west cross section in Figure 2 of the Soil Survey of Seminole County, the undifferentiated clastic surface material extends to about 50 feet below mean sea level (about 90 feet thick) and the Hawthorn Group extends to about 80 feet below mean sea level (about 30 feet thick). The Soil Survey describes deeper limestone units which are not considered relevant to this report and therefore are not discussed further within this report. The clastic material overlying the Hawthorn Group consists of sand, clay, and shell material. Generally, sandy or clayey shell material directly overlies the Hawthorn Group with clayey sand overlying that material and relatively pure sand extending from there to the surface. Beneath the surficial undifferentiated clastic material is the Hawthorn Group. The Hawthorn Group consists of sand, silt, and clay and some limestone or dolostone beds. Black to amber grains of phosphate are very common and are intermixed throughout. In addition, these lithologies are typically intermixed with each other. Very few pure, one-lithology beds are in the Hawthorn Group. The Hawthorn Group confines the artesian aquifer within the limestone units beneath the Hawthorn Group. The Ocala Limestone is typically almost pure limestone with no dolostone. The Ocala limestone consists of a loose to moderately well cemented mass of very small to large microfossils. The depth and thickness of the Ocala Limestone is generally indeterminate according to the Soil Survey. 356 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 3 The Ocala Limestone, where present, is the uppermost limestone layer in Seminole County. The Floridan Aquifer, which is generally a confined aquifer, is located within the Ocala Limestone and deeper limestone layers. Generally, it is within these limestone layers where sinkholes originate. General Potential for Sinkhole Development Sinkhole development occurs in Florida and varies geographically from areas with almost no potential or a very low potential to areas with a high potential where sinkholes occur frequently. The subject property is located in Area II on the United States Geological Survey map entitled “Sinkhole Type, Development, and Distribution in Florida”. The cover (over limestone bedrock) in Area II is between 30 to 200 feet thick and is predominantly sandy. Sinkholes are few, shallow, and of small diameter and develop gradually in Area II. The risk of sinkhole occurrence at most sites is small even in areas known to have a higher than average risk of sinkhole occurrence. A review of the Florida Geologic Survey’s sinkhole database (updated March 4, 2014) reveals the closest reported sinkhole is about 1½ miles southwest of the subject site. It should be noted that the number of sinkholes is based on information reported to the FGS and does not necessarily reflect the number of sinkholes confirmed by public or private industry. During our limited evaluation, we did not encounter traditional signs associated with potential sinkhole development including abnormal downward pore water pressure gradients, obvious raveled zones, surface depressions, etc. However, this evaluation was not planned to specifically address sinkhole potential. If the sinkhole potential of the site is to be evaluated, additional site-specific data must be obtained. This might include using geophysical methods such as Electrical Resistivity tests and additional geotechnical tests such as Cone Penetrometer Test (CPT) soundings, dilatometer (DMT) soundings, and/or more/deeper Standard Penetration Test borings. Interpretation of the test data should be done by a professional geologist/engineer familiar with the use of these tests under local conditions. However, it should be noted that even if indicators of sinkhole activity are found, it is impossible to predict if, when or precisely where a sinkhole may occur. If requested, Terracon can assist in assessing the sinkhole potential of the location of the proposed construction. Soil Survey The Soil Survey of Seminole County, Florida as prepared by the United States Department of Agriculture (USDA), Soil Conservation Service (SCS; later renamed the Natural Resource Conservation Service - NRCS), dated March 1990, identifies the soil type at the subject site as Tavares-Millhopper complex, 0 to 5 percent slopes (31). A Soils Map is included with this GeoReport, depicting the applicable Soil Survey map portion for the subject site. 357 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 4 31 – Tavares-Millhopper fine sands, 0 to 5 percent slopes. This soil type is nearly level to gently sloping and moderately well drained. It is typically found on low ridges and knolls on the uplands. In its natural state and during years of normal rainfall, the soils in this map unit have a seasonal high groundwater table at a depth of between 36 and 60 inches (3.0 and 5.0 feet) for 2 to 6 months. The seasonal high groundwater table is apparent in Tavares soil but perched in Millhopper soil. Tavares fine sand is predominantly sandy throughout the defined profile of 80 inches (6.7 feet). Millhopper fine sand is predominantly sandy to a typical depth of 45 inches (3.8 feet), transitioning to silty sand to clayey sand thereafter (USCS Classification symbol SM to SC). PROJECT DESCRIPTION Our initial understanding of the project was provided in our proposal and was discussed in the project planning stage. A period of collaboration has transpired since the project was initiated, and our final understanding of the project conditions is as follows. Items that remain assumptions are highlighted in the following table. Item Description Information Provided We have been provided with a site plan showing how the Chase Bank will fit on to the site. Project Description The proposed bank is planned with a primary bank building, satellite drive through building, parking lots and driveways. Proposed Structure The project includes a single-story building with a footprint of 3,558 square feet. The building will be slab-on-grade (non-basement). Building Construction Structural steel and concrete with a plywood roof deck on pre-engineered roof trusses, cold-formed steel framed walls supported on shallow isolated column footing foundations and a concrete slab-on-grade with turned-down section along the building perimeter. Finished Floor Elevation Unknown. Assumed to be within about 2 to 3 feet above existing grade according to site grading. Maximum Loads ■Columns: 120 kips ■Walls: 3½ kips per linear foot (klf) ■Slabs: 150 pounds per square foot (psf) Grading/Slopes No cut grading and 3 feet of fill will be utilized to develop final grade. Final slope angles of as steep as 3H:1V (Horizontal: Vertical) are expected. Pavements We assume both flexible (asphalt) and rigid (concrete) pavement sections are being considered. Anticipated traffic is as follows: ■Light Duty (car parking only: 30,000 equivalent 18-kip single axle loads (E18SALs) ■Heavy Duty (truck traffic, driveways): 50,000 E18SALs The pavement design period is 20 years. 358 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 5 Item Description Estimated Start of Construction Spring 2019 GEOTECHNICAL CHARACTERIZATION Subsurface Profile We have developed a general characterization of the subsurface conditions based upon our review of the subsurface exploration, laboratory data, geologic setting and our understanding of the project. This characterization, termed GeoModel, forms the basis of our geotechnical calculations and evaluation of site preparation and foundation options. Conditions encountered at each exploration point are indicated on the individual logs. The individual logs and the GeoModel can be found in the Exploration Results section of this GeoReport. As part of our analyses, we identified the following model layers within the subsurface profile. For a more detailed view of the model layer depths at each boring location, refer to the GeoModel. Model Layer Layer Name General Description 1 Upper sand with silt Sand with silt to sand 2 Hydraulically restrictive Clayey sand to sand with silt and some cementation (hardpan) 3 Lower sand with silt Sand with silt Groundwater Conditions The borings were observed during drilling for the presence and level of groundwater. Groundwater levels were measured at depths of about 4½ feet to 5 feet in the SPT borings. Longer term monitoring in cased holes or piezometers would be required to better define groundwater conditions at the site. It should be recognized that fluctuations of the groundwater table will occur due to seasonal variations in the amount of rainfall, runoff and other factors not evident at the time the boring was performed. In addition, perched water can develop within higher permeability soils overlying less permeable soils. Therefore, groundwater levels during construction or at other times in the future may be higher or lower than the levels indicated on the boring logs. We estimate that during the normal wet season (typically June through October) with rainfall and recharge at a maximum, groundwater levels will be about 3½ feet below the existing grade. Our estimates of the seasonal groundwater conditions are based on the USDA Soil Survey, the 359 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 6 encountered soil types, and the measured water levels. The water levels observed in the boreholes can be found on the boring logs in Exploration Results, and are summarized below. Boring Number Approximate Depth to Groundwater while Drilling (feet)1 Approximate Depth to Estimated Seasonal High Groundwater (feet)1 B-1 4½3½ B-2 5 3½ B-3 5 3½ B-4 5 3½ B-5 5 3½ 1.Below ground surface These seasonal groundwater table estimates do not represent the temporary rise in water table that occurs immediately following a storm event, including adjacent to other stormwater management facilities. This is different from static groundwater levels in wet ponds and/or drainage canals which can affect the design water levels of new, nearby ponds. The seasonal high groundwater table may vary from normal when affected by extreme weather changes, localized or regional flooding, karst activity, future grading, drainage improvements, or other construction that may occur on or around the site following the date of this report. GEOTECHNICAL OVERVIEW Borings encountered sand with silt to sand, over clayey sand to sand with silt and some cementation (hardpan), over sand with silt. These materials are generally suitable for construction of the proposed foundations, floor slabs, and pavements following site preparation according to the recommendations provided in the Earthwork section. Seasonal high groundwater levels should be considered in the civil engineering design for site grading, utility construction, and pavements. The Shallow Foundations section addresses support of the building bearing on in-place soil or engineered fill. The Floor Slabs section addresses slab-on-grade support of the building. Flexible asphalt and/or rigid concrete pavement systems may be considered for this project. The Pavements section addresses the design of pavement systems. The General Comments section provides an understanding of the report limitations. 360 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 7 EARTHWORK Earthwork may include grubbing (of any remaining vegetation or root systems), and will include excavations and fill placement (depending on site grading). The following sections provide recommendations for use in the preparation of specifications for the work. Recommendations include critical quality criteria as necessary to render the site in the state considered in our geotechnical engineering evaluation for foundations, floor slabs, and pavements. Site Preparation Prior to placing fill, existing vegetation and root mat should be removed. Complete stripping of the topsoil should be performed in the proposed building and parking/driveway areas. The subgrade should be proof-rolled. Proof-rolling can be performed with appropriate heavy equipment (typically a smooth drum roller or a fully loaded tandem axle dump truck) to obtain a minimum compaction defined as follows. The proof-rolling should be performed under the direction of the Geotechnical Engineer. Areas excessively deflecting under the proofroll should be delineated and subsequently addressed by the Geotechnical Engineer. Excessively wet or dry material should either be removed, or moisture conditioned and recompacted. Fill Material Types Fill required to achieve design grade should be classified as structural fill and general fill. Structural fill is material used below, or within 10 feet of structures, pavements or constructed slopes. General fill is material used to achieve grade outside of these areas. Earthen materials used for structural and general fill should meet the following material property requirements: Soil Quality1 USCS Classification Acceptable Location for Placement Maximum Lift Thickness (in.) Preferred SP (fines content < 5%) All locations and elevations except as backfill of utility trenches cut into higher fines content soils. 12 3 Common SP-SM (fines content between 5 and 12%)2 All locations and elevations except where free-draining is necessary. Strict moisture control will be required during placement, particularly during the rainy season. 8 to 12 3 Limited SM, SC (fines content >12%) Limited to backfill of utility trenches cut into similar soils. Strict moisture control will be required during placement. 6 to 8 4 361 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 8 Soil Quality1 USCS Classification Acceptable Location for Placement Maximum Lift Thickness (in.) Severely Limited CH, CL, MH, ML Should not be used for this project.N/A 1.Controlled, compacted fill should consist of approved materials that are free of organic matter and debris. 2.If fines contents are greater than 12 percent, special design and construction procedures may be necessary. 3.Loose thickness when heavy compaction equipment is used in vibratory mode. Lift thickness should be decreased if static compaction is being used, typically to no more than 8 inches, and the required compaction must still be achieved. Use 4 to 6 inches in loose thickness when hand-guided equipment (i.e. jumping jack or plate compactor) is required. 4.Static equipment should be used. Fill Compaction Requirements Structural and general fill should meet the following compaction requirements. Item Structural Fill Minimum Compaction Requirements1 95 percent of the material’s maximum modified Proctor dry density (ASTM D 1557). Moisture Content 2 Within ±2 percent of optimum moisture content as determined by the Modified Proctor test, at the time of placement and compaction. Minimum Testing Frequency One field density test per 10,000 square feet or fraction thereof per 1-foot lift. 1.We recommend that engineered fill be tested for moisture content and compaction during placement. Should the results of the in-place density tests indicate the specified moisture or compaction limits have not been met, the area represented by the test should be reworked and retested as required until the specified moisture and compaction requirements are achieved. 2.Specifically, moisture levels should be maintained low enough to allow for satisfactory compaction to be achieved without the cohesionless fill material pumping when proofrolled. Utility Trench Backfill All trench excavations should be made with sufficient working space to permit construction including backfill placement and compaction. Utility trenches are a common source of water infiltration and migration. All utility trenches that penetrate beneath the building should be backfilled with soils of similar fines content and permeability to avoid creating a preferred flow path through the trenches. 362 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 9 Grading and Drainage All grades must provide effective drainage away from the building during and after construction Final surrounding grades should be sloped away from the structure on all sides to prevent ponding of water. Gutters, downspouts, or other appropriate methods that direct water a minimum of 10 feet beyond the footprint of the proposed structures are recommended. Site grades should be set considering the estimated seasonal high groundwater presented in Geotechnical Characterization. Where paving or flatwork abuts the structure a maintenance program should be established to effectively seal and maintain joints and prevent surface water infiltration. Earthwork Construction Considerations After initial proofrolling and compaction, unstable subgrade conditions could develop during general construction operations, particularly if the soils are wetted and/or subjected to repetitive construction traffic. Upon completion of filling and grading, care should be taken to maintain the subgrade moisture content prior to construction of floor slabs and pavements. Construction traffic over the completed subgrade should be avoided to the extent practical. The site should also be graded to prevent ponding of surface water on the prepared subgrades or in excavations. If the subgrade should become desiccated, saturated, or disturbed, the affected material should be removed or these materials should be scarified, moisture conditioned, and re-compacted prior to floor slab and pavement construction. Trees or other vegetation whose root systems have the ability to excessively remove moisture or that may displace the foundations or flatwork should not be planted next to the structures (foundations, pavements, sidewalks, etc.). As a minimum, all temporary excavations should be sloped or braced as required by Occupational Health and Safety Administration (OSHA) regulations to provide stability and safe working conditions. Temporary excavations will probably be required during grading operations. The grading contractor, by his contract, is usually responsible for designing and constructing stable, temporary excavations and should shore, slope or bench the sides of the excavations as required, to maintain stability of both the excavation sides and bottom. All excavations should comply with applicable local, state and federal safety regulations, including the current OSHA Excavation and Trench Safety Standards. Construction site safety is the sole responsibility of the contractor who controls the means, methods, and sequencing of construction operations. Under no circumstances shall the information provided herein be interpreted to mean Terracon is assuming responsibility for construction site safety, or the contractor's activities; such responsibility shall neither be implied nor inferred. 363 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 10 Construction Observation and Testing The earthwork efforts should be monitored under the direction of the Geotechnical Engineer. Monitoring should include documentation of adequate removal of vegetation and topsoil, proofrolling, and mitigation of areas delineated by the proofroll to require mitigation. Each lift of compacted fill should be tested, evaluated, and reworked, as necessary, until approved by the Geotechnical Engineer prior to placement of additional lifts. Each lift of fill should be tested for density and water content at a frequency of at least one test for every 2,500 square feet of compacted fill in the building areas and 5,000 square feet in pavement areas. One density and water content test should be performed for every 50 linear feet of compacted utility trench backfill. In areas of foundation excavations, the bearing subgrade should be evaluated under the direction of the Geotechnical Engineer. If unanticipated conditions are encountered, the Geotechnical Engineer should prescribe mitigation options. In addition to the documentation of the essential parameters necessary for construction, the continuation of the Geotechnical Engineer into the construction phase of the project provides the continuity to maintain the Geotechnical Engineer’s evaluation of subsurface conditions, including assessing variations and associated design changes. SHALLOW FOUNDATIONS If the site has been prepared in accordance with the requirements noted in Earthwork, the following design parameters are applicable for shallow foundations. Design Parameters – Compressive Loads Description Column Footing Wall Footing Monolithic Slab Foundation 4 Net allowable bearing pressure 1 3,000 psf 2,500 psf 2,500 psf Minimum width 30 inches 18 inches 12 inches Minimum embedment below finished grade 2 18 inches 18 inches 12 inches Compaction requirements 95 percent of the materials maximum Modified Proctor dry density for a depth of 12 inches below footing. 364 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 11 Description Column Footing Wall Footing Monolithic Slab Foundation 4 Minimum Testing Frequency One field density test per footing for a minimum depth of 1 foot below the footing subgrade. One field density test per 50 linear feet for a minimum depth of 1 foot below the footing subgrade. One field density test per 50 linear feet for a minimum depth of 1 foot below the footing subgrade. Approximate total settlement 3 <1 inch <1 inch <1 inch Estimated differential settlement 3 <¾ inch between columns <¾ inch over 40 feet <¾ inch over 40 feet 1.The recommended net allowable bearing pressure is the pressure in excess of the minimum surrounding overburden pressure at the footing base elevation. Assumes any unsuitable fill or soft soils, if encountered, will be undercut and replaced with engineered fill. 2.For erosion protection and to reduce effects of seasonal moisture variations in subgrade soils. 3.The foundation settlement will depend upon the variations within the subsurface soil profile, the structural loading conditions, the embedment depth of the footings, the thickness of compacted fill, and the quality of the earthwork operations. The above settlement estimates are based on the assumed maximum loads in Project Description, loaded to the indicated net allowable bearing pressure, resulting in a footing width of 6½ feet for column footings and 1½ feet for continuous footings. 4.Turned-down portion of slab. For slab requirements see Floor Slabs Foundation Construction Considerations As noted in Earthwork, the footing excavations should be evaluated under the direction of the Geotechnical Engineer. The base of all foundation excavations should be free of water and loose soil, prior to placing concrete. Concrete should be placed soon after excavating to reduce bearing soil disturbance. Care should be taken to prevent wetting or drying of the bearing materials during construction. Excessively wet or dry material or any loose/disturbed material in the bottom of the footing excavations should be removed/reconditioned before foundation concrete is placed. 365 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 12 If unsuitable bearing soils are encountered at the base of the planned footing excavation, the excavation should be extended deeper to suitable soils, and the footings could bear directly on these soils at the lower level or on lean concrete backfill placed in the excavations. This is illustrated on the sketch above. Over-excavation for structural fill placement below footings should be conducted as shown above. The over-excavation should be backfilled up to the footing base elevation, with Preferred or Common fill placed, as recommended in the Earthwork section. SEISMIC CONSIDERATIONS Chapter 1, Part 101.2 of the 2017 Florida Building Code (effective July 2017) states: “Code requirements that address snow loads and earthquake protection are pervasive; they are left in place but shall not be utilized or enforced because Florida has no snow load or earthquake threat.”. Therefore, this report does not further address seismic considerations. Seismic considerations will seldom control the structural design of buildings in Central Florida (as compared to wind loading conditions). If seismic considerations control the structural design, we can provide a proposal to perform additional services to measure shear wave velocity such as MASW (multichannel analysis of surface waves), ReMi testing (refraction microtremor), seismic cone penetrometer (SCPT) testing to see if the site classification improves. FLOOR SLABS Design parameters for floor slabs assume the requirements for Earthwork have been followed. Specific attention should be given to positive drainage away from the structure. 366 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 13 Floor Slab Design Parameters Item Description Floor Slab Support Free draining granular material meeting the Preferred fill specification.1, 3 Estimated Modulus of Subgrade Reaction 2 100 pounds per square inch per inch (psi/in) for point loads Compaction requirements 95 percent of the material’s maximum Modified Proctor dry density Minimum Testing Frequency One field density test per 2,500 square feet or fraction thereof for a depth of 12 inches.4 1.We recommend subgrades be maintained in a relatively moist condition until floor slabs are constructed. If the subgrade should become desiccated prior to construction of floor slabs, the affected material should be removed or the materials scarified, moistened, and recompacted. Upon completion of grading operations in the building areas, care should be taken to maintain the recommended subgrade moisture content and density prior to construction of the building floor slabs. 2.Modulus of subgrade reaction is an estimated value based upon our experience with the subgrade condition, the requirements noted in Earthwork, and the floor slab support as noted in this table. It is provided for point loads. For large area loads the modulus of subgrade reaction would be lower, a function of the width of the foundation. 3.Free-draining granular material should have 5 percent or less fines (material passing the #200 sieve, Preferred fill). The in place, predominantly sandy soils appear to meet this requirement. 4.Density should be re-checked after utility construction. The use of a vapor retarder should be considered beneath concrete slabs-on-grade that will be covered with wood, tile, carpet or other moisture sensitive or impervious coverings, or when the slab will support equipment sensitive to moisture. When conditions warrant the use of a vapor retarder, the slab designer and slab contractor should refer to ACI and Florida Building Code (FBC) regarding moisture for procedures and cautions regarding the use and placement of a vapor retarder. We note that FBC requires a minimum of 6-mil polyethylene, which is typically used in Florida. However, local requirements that might affect what moisture barrier may use should also be consulted. Saw-cut control joints should be placed in the slab to help control the location and extent of cracking. For additional recommendations refer to the ACI Design Manual. Floor Slab Construction Considerations On most project sites, the site grading is generally accomplished early in the construction phase. We recommend the area underlying the floor slab be rough graded and then thoroughly proofrolled prior to final grading. However, as construction proceeds, the subgrade may be disturbed due to utility excavations, construction traffic, desiccation, rainfall, etc. As a result, the floor slab subgrade may not be suitable for placement of concrete and corrective action will be required. 367 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 14 Particular attention should be paid to high traffic areas that were rutted and disturbed earlier and to areas where backfilled trenches are located. Areas where unsuitable conditions are located should be repaired by removing and replacing the affected material with properly compacted fill. All floor slab subgrade areas should be moisture conditioned and properly compacted to the recommendations in this report immediately prior to placement of concrete. PAVEMENTS General Pavement Comments Pavement designs are provided for the traffic conditions and pavement life conditions as noted in Project Description and in the following sections of this report. A critical aspect of pavement performance is site preparation. Pavement designs, noted in this section, must be applied to the site, which has been prepared as recommended in the Site Preparation section. Subgrade Preparation Site grading is typically accomplished relatively early in the construction phase. Fills are placed and compacted in a uniform manner. However, as construction proceeds, excavations are made into these areas, rainfall and surface water saturates some areas, heavy traffic from concrete trucks and other delivery vehicles disturbs the subgrade and many surface irregularities are filled in with loose soils to temporarily improve ride comfort. As a result, the pavement subgrades, initially prepared early in the project, should be carefully evaluated as the time for pavement construction approaches. We recommend the moisture content and density of the top 12 inches of the subgrade be evaluated and the pavement subgrades be proofrolled and tested within two days prior to commencement of actual paving operations. Compaction tests should be performed at a frequency of 1 test per 10,000 square feet or fraction thereof. Areas not in compliance with the required ranges of moisture or density should be moisture conditioned and recompacted. Particular attention should be paid to high traffic areas that were rutted and disturbed earlier and to areas where backfilled trenches are located. Areas where unsuitable conditions are found should be repaired by removing and replacing the materials with properly compacted fills. After proofrolling and repairing deep subgrade deficiencies, the entire subgrade should be scarified and prepared as recommended in the Earthwork section this GeoReport to provide a uniform subgrade for pavement construction. Areas that appear severely desiccated following site stripping may require further undercutting and moisture conditioning. If a significant precipitation event occurs after the evaluation or if the surface becomes disturbed, the subgrade should be reviewed by qualified personnel immediately prior to paving. The subgrade should be in its finished form at the time of the final review. 368 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 15 Design Considerations Terracon anticipates that traffic loads will be produced primarily by automobile traffic and occasional delivery and trash removal trucks. The thickness of pavements subjected to heavy truck traffic should be determined using expected traffic volumes, vehicle types, and vehicle loads and should be in accordance with local, city or county ordinances. Pavement thickness can be determined using AASHTO, Asphalt Institute, PCA, and/or other methods if specific wheel loads, axle configurations, frequencies, and desired pavement life are provided. Terracon can provide thickness recommendations for pavements subjected to loads other than personal vehicle and occasional delivery and trash removal truck traffic if this information is provided. However, absent that data, we recommend the following minimum typical sections. Estimates of Minimum Pavement Section Thicknesses The following table provides options for AC and PCC Sections: Typical Pavement Section (inches) Traffic Area Alternative Asphalt Concrete Surface Course Limerock, Soil-Cement or Crushed Concrete Base Course Stabilized Subbase Course2,3,4 Portland Cement Concrete Free Draining Subgrade Car Parking PCC ----5.0 18.0 AC 1.5 6.0 12.0 ---- Truck and Drive Areas PCC ----6.0 18.0 AC 2.5 8.0 12.0 ---- Trash Container Pad 1 PCC ----6.0 18.0 1. The trash container pad should be large enough to support the container and the tipping axle of the collection truck. 2.Often referred to as Stabilized Subgrade. 3.Use coarse granular materials such as recycled crushed concrete, shell, or gravel when seasonal high groundwater is within 4 feet of the profile grade. Clay stabilization is acceptable with deeper seasonal high groundwater. 4.Some municipalities do not require stabilized subbase beneath soil-cement base. 369 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 16 Asphalt Concrete Design Recommendations Pavement The following items are applicable to asphalt concrete pavement sections. ■Terracon recommends a minimum separation of 18 inches for this purpose between the bottom of the base course and the seasonal high groundwater table. Based on our estimate of the seasonal high groundwater conditions and our site grading assumptions, this separation should be achieved. ■Natural or fill subgrade soils to a depth of 18 inches below the base should be clean, free draining sands with a fines content passing a No. 200 sieve of 5 percent or less (Preferred fill). ■Stabilized subgrade soils (also identified as stabilized subbase) should be stabilized to a minimum Limerock Bearing Ratio (LBR; Florida Method of Test Designation FM 5-515) value of 40 if they do not already meet this criterion, or modified/replaced with new compacted fill that meets the minimum LBR value. Although LBR testing has not been performed, our experience with similar soils indicates that the near surficial sands encountered in the soil borings are unlikely to meet this requirement. ■The stabilized subgrade course should be compacted to at least 98 percent of the Modified Proctor maximum dry density (AASHTO T-180 or ASTM D-1557). Any underlying, newly- placed subgrade fill need only be compacted to a minimum of 95 percent of the Modified Proctor maximum dry density. Compaction tests should be performed at a frequency of 1 test per 10,000 square feet or fraction thereof. ■Limerock base courses from an approved FDOT source should have a minimum LBR value of 100, and be compacted to a minimum of 98 percent of the maximum dry density as determined by the Modified Proctor test. Limerock should be placed in uniform lifts not to exceed 6 inches loose thickness. Recycled limerock is not a suitable substitute for virgin limerock for base courses but may be used as a granular stabilizing admixture. ■Soil cement base courses typically experience shrinkage cracking due to hydration curing of the cement. This shrinkage cracking typically propagates through the overlying asphalt course and reflects in the pavement surface. This reflective cracking is not necessarily indicative of a pavement structural failure, though it is sometimes considered to be aesthetically undesirable. ■Soil cement bases should have 7-day design strength of 300 psi. Soil cement base should be compacted to a minimum of 98 percent of the material’s maximum dry density as determined by the Standard Proctor Test for Soil Cement (AASHTO T-134). Higher design strengths may result in increased cracking. ■Crushed (recycled) concrete base should meet the current FDOT specification 911 for recycled materials. ■Asphalt should be compacted to a minimum of 95 percent of the design mix density. Asphalt surface courses should be Type SP, Type S, or other suitable mix design according to FDOT and local requirements. 370 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 17 ■To verify thicknesses, after placement and compaction of the pavement courses, core the wearing surface to evaluate material thickness and composition at a minimum frequency of 5,000 square feet or two locations per day’s production. ■Underdrains or strip drains should be considered along all landscaped areas in, or adjacent to pavements to reduce moisture migration to subgrade soils. Underdrains will also be required below pavement if the separation between the bottom of the base course and the seasonal high groundwater table is less than 1 foot. ■All curbing should be full depth. Use of extruded curb sections which lie on top of asphalt surface courses can allow migration of water between the surface and base courses, leading to rippling and pavement deterioration. Portland Cement Concrete Design Recommendations The following items are applicable to rigid concrete pavement sections. ■At least 18 inches of free-draining material should be included directly beneath rigid concrete pavement. Fill meeting the requirements for Preferred fill presented in Earthwork Section of this report may be considered free-draining for this purpose. Limerock should not be considered free draining for this purpose. ■The PCC should be a minimum of 4,000 psi at 28 days. PCC pavements are recommended for trash container pads and in any other areas subjected to heavy wheel loads and/or turning traffic. ■The upper 1 foot of rigid pavement subgrade soils should be compacted to at least 98 percent of the Modified Proctor maximum dry density (AASHTO T-180 or ASTM D-1557). Compaction tests should be performed at a frequency of 1 test per 10,000 square feet or fraction thereof. ■Rigid PCC pavements will perform better than ACC in areas where short-radii turning and braking are expected (i.e. entrance/exit aprons) due to better resistance to rutting and shoving. In addition, PCC pavement will perform better in areas subject to large or sustained loads. An adequate number of longitudinal and transverse control joints should be placed in the rigid pavement in accordance with ACI and/or AASHTO requirements. Expansion (isolation) joints must be full depth and should only be used to isolate fixed objects abutting or within the paved area. ■Adequate separation should be provided between the bottom of the concrete and the seasonal high groundwater table. Terracon recommends that in no case should less than 18 inches of separation be provided. Based on the encountered conditions and anticipated development, we anticipate this requirement can be readily met ■Sawcut patterns should generally be square or rectangular but nearly square, and extend to a depth equal to a quarter of the slab thickness. If the bottom of the concrete pavement is separated from the seasonal high groundwater table by at least 1 foot, filter fabric will not be necessary beneath the expansion joints. 371 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 18 Pavement Drainage Pavements should be sloped to provide rapid drainage of surface water. Water allowed to pond on or adjacent to the pavements could saturate the subgrade and contribute to premature pavement deterioration. In addition, the pavement subgrade should be graded to provide positive drainage within the granular base section. The subgrade and the pavement surface should have a minimum ¼ inch per foot (2 percent) slope to promote drainage. Appropriate sub-drainage or connection to a suitable daylight outlet should be provided to remove water from the base layer. Pavement Maintenance The pavement sections provided in this report represent minimum recommended thicknesses and, as such, periodic maintenance should be anticipated. Therefore, preventive maintenance should be planned and provided for through an on-going pavement management program. Maintenance activities are intended to slow the rate of pavement deterioration, and to preserve the pavement investment. Maintenance consists of both localized maintenance (e.g., crack and joint sealing and patching) and global maintenance (e.g., surface sealing). Preventive maintenance is usually the first priority when implementing a pavement maintenance program. Additional engineering observation is recommended to determine the type and extent of a cost-effective program. Even with periodic maintenance, some movements and related cracking may still occur and repairs may be required. GENERAL COMMENTS As the project progresses, we address assumptions by incorporating information provided by the design team, if any. Revised project information that reflects actual conditions important to our services is reflected in the final report. The design team should collaborate with Terracon to confirm these assumptions and to prepare the final design plans and specifications. This facilitates the incorporation of our opinions related to implementation of our geotechnical recommendations. Any information conveyed prior to the final report is for informational purposes only and should not be considered or used for decision-making purposes. Our analysis and opinions are based upon our understanding of the project, the geotechnical conditions in the area, and the data obtained from our site exploration. Natural variations will occur between exploration point locations or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. Terracon should be retained as the Geotechnical Engineer, where noted in the final report, to provide observation and testing services during pertinent construction phases. If variations appear, we can provide further evaluation and supplemental recommendations. If variations are noted in the absence of our observation and testing services on-site, we should be immediately notified so that we can provide evaluation and supplemental recommendations. 372 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable 19 Our scope of services does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. Our services and any correspondence or collaboration through this system are intended for the sole benefit and exclusive use of our client for specific application to the project discussed and are accomplished in accordance with generally accepted geotechnical engineering practices with no third party beneficiaries intended. Any third party access to services or correspondence is solely for information purposes to support the services provided by Terracon to our client. Reliance upon the services and any work product is limited to our client, and is not intended for third parties. Any use or reliance of the provided information by third parties is done solely at their own risk. No warranties, either express or implied, are intended or made. Site characteristics as provided are for design purposes and not to estimate excavation cost. Any use of our report in that regard is done at the sole risk of the excavating cost estimator as there may be variations on the site that are not apparent in the data that could significantly impact excavation cost. Any parties charged with estimating excavation costs should seek their own site characterization for specific purposes to obtain the specific level of detail necessary for costing. Site safety, and cost estimating including, excavation support, and dewatering requirements/design are the responsibility of others. If changes in the nature, design, or location of the project are planned, our conclusions and recommendations shall not be considered valid unless we review the changes and either verify or modify our conclusions in writing. 373 ATTACH MENTS ATTACHMENTS 374 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable EXPLORATION AND TESTING PROCEDURES Field Exploration Number of Borings Boring Depth (feet)Planned Location 2 15 Buildings 1 20 Canopy 2 10 Pavement Boring Layout and Elevations: Terracon personnel provided the boring layout. Coordinates were obtained with a handheld GPS unit (estimated horizontal accuracy of about ±20 feet). If elevations and a more precise boring layout are desired, we recommend borings be surveyed following completion of fieldwork. Subsurface Exploration Procedures: We advanced the borings with a mini rubber track-mounted rotary drill rig using rotary wash technique. Five samples are obtained in the upper 10 feet of each boring and at intervals of 5 feet on center thereafter. The number of blows required to advance the sampling spoon the last 12 inches of an 18-inch penetration or the middle twelve inches of a 24- inch penetration was recorded as the Standard Penetration Test (SPT) resistance value. The SPT resistance values, also referred to as N-values, are indicated on the boring logs at the test depths. For safety purposes, all borings were backfilled with site soil and/or bentonite hole plug after their completion. The sampling depths, penetration distances, and other sampling information were recorded on the field boring logs. The samples were placed in appropriate containers and taken to our soil laboratory for testing and classification by a geotechnical engineer. Our exploration team prepared field boring logs as part of the drilling operations. These field logs include visual classifications of the materials encountered during drilling and our interpretation of the subsurface conditions between samples. Final boring logs were prepared from the field logs. The final boring logs represent the geotechnical engineer's interpretation of the field logs and include modifications based on observations and tests of the samples in our laboratory. Laboratory Testing The project engineer reviewed the field data. No mechanical testing was assigned. Procedural standards noted below were for reference to methodology in general. In some cases, variations to methods were applied because of local practice or professional judgment. Standards noted below include reference to other, related standards. Such references are not necessarily applicable to describe the specific test performed. 375 Geotechnical Engineering Report Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 Responsive ■Resourceful ■Reliable ■ASTM D2488 Standard Practice for Description and Identification of Soils (Visual-Manual Procedure) 376 SITE LOCA TION AND EXPLORATION PLANS SITE LOCATION AND EXPLORATION PLANS Contents: Site Location Plan (Topographic Vicinity Map, Soils Map) Exploration Plan (Location Plan) Note: All attachments are one page unless noted above. 377 Drawn By: Checked By: Approved By: Project Mngr: File No. Date: Scale: Project No.EXHIBITTOPOGRAPHIC VICINITY MAPTUSKAWILLA ROAD7.5 MINUTE SERIES (QUADRANGLE) ISSUED: 1994 CASSELBERRY, FLORIDA N EAM AS EAM BHW H1185164 AS SHOWN H1185164 10-15-18 CHASE BANK - TUSKAWILLA ROAD NE CORNER OF SR 434 AND TUSKAWILLA ROAD GEOTECHNICAL ENGINEERING REPORT WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA Consulting Engineers and Scientists 1675 LEE ROAD WINTER PARK, FLORIDA 32789 FAX. (407) 740-6112PH. (407) 740-6110 5000450040003000250035002000150050001000500 FEET SCALE 1"=1000' SUBJECT SITESTATE RO AD 4 3 4 LAKE JESSUP 378 Drawn By: Checked By: Approved By: Project Mngr: File No. Date: Scale: Project No.EXHIBITSOILS MAP N EAM AS EAM BHW H1185164 AS SHOWN H1185164 10-15-18 CHASE BANK - TUSKAWILLA ROAD NE CORNER OF SR 434 AND TUSKAWILLA ROAD GEOTECHNICAL ENGINEERING REPORT WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA Consulting Engineers and Scientists 1675 LEE ROAD WINTER PARK, FLORIDA 32789 FAX. (407) 740-6112PH. (407) 740-6110 5000450040003000250035002000150050001000500 FEET SCALE 1"=1000' SOIL LEGEND TAVARES-MILLHOPPER COMPLEX, 0 TO 5 PERCENT SLOPES31 U.S.D.A. SOIL SURVEY FOR SEMINOLE COUNTY, FLORIDATUSKAWILLA ROADSUBJECT SITESTATE RO AD 4 3 4 LAKE JESSUP 379 Drawn By: Checked By: Approved By: Project Mngr: File No. Date: Scale: Project No.EXHIBITLOCATION PLANEAM AS EAM BHW H1185164 AS SHOWN H1185164 10-15-18 CHASE BANK - TUSKAWILLA ROAD NE CORNER OF SR 434 AND TUSKAWILLA ROAD GEOTECHNICAL ENGINEERING REPORT WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA Consulting Engineers and Scientists 1675 LEE ROAD WINTER PARK, FLORIDA 32789 FAX. (407) 740-6112PH. (407) 740-6110 N LEGEND APPROXIMATE LOCATION OF STANDARD PENETRATION TEST BORING B-4 B-3 B-2B-1 B-5S T A T E RO A D 4 3 4 380 EXPLORATION RESULTS EXPLORATION RESULTS Contents: GeoModel SPT Boring Logs (B-1 through B-5) Note: All attachments are one page unless noted above. 381 0 2 4 6 8 10 12 14 16 18 20 22 This is not a cross section. This is intended to display the Geotechnical Model only. See individual logs for more detailed conditions.DEPTHBELOWGRADE(Feet)10/23/2018 Terracon Project No. H1185164 Chase Bank Tuscawilla Oviedo, Seminole County, Florida First Water Observation Sand with silt to sand Clayey sand to sand with silt and some cementation(hardpan) Sand with silt LEGEND Poorly-graded Sand withSilt Poorly-graded Sand Clayey Sand Layering shown on this figure has been developed by thegeotechnical engineer for purposes of modeling the subsurfaceconditions as required for the subsequent geotechnical engineeringfor this project.Numbers adjacent to soil column indicate depth below ground surface. NOTES: GEOMODEL Groundwater levels are temporal. The levels shown are representative of the dateand time of our exploration. Significant changes are possible over time.Water levels shown are as measured during and/or after drilling. In some cases,boring advancement methods mask the presence/absence of groundwater. See individual logs for details. Model Layer General DescriptionLayer Name 1 2 3 Upper sand with silt Hydraulically restrictive Lower sand with silt 1 2 3 4.5 6.5 13.5 15 B-1 1 2 5 6.5 15 B-2 1 2 3 5 8.5 13.5 20 B-3 15 10 B-4 15 10 B-5 382 7-7-9-11 N=16 8-6-8-8N=14 9-11-14-12 N=25 10-10-11-11N=21 8-7-6-6 N=13 8-7-7N=14 SAND WITH SILT (SP-SM), fine grained, dark gray and light gray, medium dense to dense grayish brown reddish brown SAND WITH SILT (SP-SM), fine grained, reddish brown, medium dense, with some cementation (hardpan) SAND WITH SILT (SP-SM), fine grained, dark brown, medium dense Boring Terminated at 15 Feet 6.5 13.5 15.0 Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THISBORINGLOGISNOTVALIDIFSEPARATEDFROMORIGINALREPORT.GEOSMARTLOG-NOWELLH1185164CHASEBANKTUSCAWILLA.GPJTERRACON_DATATEMPLATE.GDT10/24/18WATERLEVELOBSERVATIONSDEPTH(Ft.)5 10 15 SAMPLETYPEFIELDTESTRESULTSLOCATION Latitude: 28.6965° Longitude: -81.2616° SeeExploration Plan GRAPHICLOGMODELLAYERDEPTH Page 1 of 1 Advancement Method:mud rotary Abandonment Method: 1675 Lee RdWinter Park, FL Notes: Project No.: H1185164 Drill Rig: BR2500 BORING LOG NO. B-1 Kimley-Horn and Associates, Inc.CLIENT:Orlando, Florida Driller: Mark Boring Completed: 10-18-2018 PROJECT: Chase Bank Tuskawilla Elevations not obtained See Exploration and Testing Procedures for adescription of field and laboratory procedures usedand additional data (If any). See Supporting Information for explanation ofsymbols and abbreviations. State Road 434 at Tuskawilla Road Oviedo, Seminole County, Florida SITE: Boring Started: 10-18-2018Groundwater encountered at 4.5 feet WATER LEVEL OBSERVATIONS 1 2 3 383 3-4-4-4 N=8 3-4-7-5N=11 3-4-4-4 N=8 6-6-7-6N=13 5-6-5-5 N=11 3-5-6N=11 SAND WITH SILT (SP-SM), fine grained, grayish brown to reddish brown, medium dense SAND (SP), fine grained, light grayish brown, medium dense SAND WITH SILT (SP-SM), fine grained, dark brown, medium dense CLAYEY SAND (SC), light gray, medium dense light grayish brown Boring Terminated at 15 Feet 3.0 5.0 6.5 15.0 Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THISBORINGLOGISNOTVALIDIFSEPARATEDFROMORIGINALREPORT.GEOSMARTLOG-NOWELLH1185164CHASEBANKTUSCAWILLA.GPJTERRACON_DATATEMPLATE.GDT10/24/18WATERLEVELOBSERVATIONSDEPTH(Ft.)5 10 15 SAMPLETYPEFIELDTESTRESULTSLOCATION Latitude: 28.6965° Longitude: -81.2613° SeeExploration Plan GRAPHICLOGMODELLAYERDEPTH Page 1 of 1 Advancement Method:mud rotary Abandonment Method: 1675 Lee RdWinter Park, FL Notes: Project No.: H1185164 Drill Rig: BR2500 BORING LOG NO. B-2 Kimley-Horn and Associates, Inc.CLIENT:Orlando, Florida Driller: Mark Boring Completed: 10-18-2018 PROJECT: Chase Bank Tuskawilla Elevations not obtained See Exploration and Testing Procedures for adescription of field and laboratory procedures usedand additional data (If any). See Supporting Information for explanation ofsymbols and abbreviations. State Road 434 at Tuskawilla Road Oviedo, Seminole County, Florida SITE: Boring Started: 10-18-2018Groundwater encountered at 5 feet WATER LEVEL OBSERVATIONS 1 2 384 4-4-4-4 N=8 5-4-5-3N=9 4-3-5-5 N=8 4-4-6-4N=10 7-8-8-9 N=16 5-5-8N=13 6-4-4 N=8 SAND WITH SILT (SP-SM), fine grained, gray to brown, medium dense SAND (SP), fine grained, light grayish brown, medium dense gray SAND WITH SILT (SP-SM), fine grained, reddish brown, medium dense CLAYEY SAND (SC), light grayish brown, medium dense SAND WITH SILT (SP-SM), fine grained, light gray, medium dense Boring Terminated at 20 Feet 2.5 7.0 8.5 13.5 20.0 Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THISBORINGLOGISNOTVALIDIFSEPARATEDFROMORIGINALREPORT.GEOSMARTLOG-NOWELLH1185164CHASEBANKTUSCAWILLA.GPJTERRACON_DATATEMPLATE.GDT10/24/18WATERLEVELOBSERVATIONSDEPTH(Ft.)5 10 15 20 SAMPLETYPEFIELDTESTRESULTSLOCATION Latitude: 28.6967° Longitude: -81.2615° SeeExploration Plan GRAPHICLOGMODELLAYERDEPTH Page 1 of 1 Advancement Method:mud rotary Abandonment Method: 1675 Lee RdWinter Park, FL Notes: Project No.: H1185164 Drill Rig: BR2500 BORING LOG NO. B-3 Kimley-Horn and Associates, Inc.CLIENT:Orlando, Florida Driller: Mark Boring Completed: 10-18-2018 PROJECT: Chase Bank Tuskawilla Elevations not obtained See Exploration and Testing Procedures for adescription of field and laboratory procedures usedand additional data (If any). See Supporting Information for explanation ofsymbols and abbreviations. State Road 434 at Tuskawilla Road Oviedo, Seminole County, Florida SITE: Boring Started: 10-18-2018Groundwater encountered at 5 feet WATER LEVEL OBSERVATIONS 1 2 3 385 2-3-2-3 N=5 4-4-4-4N=8 5-6-6-5 N=12 4-4-4-3N=8 3-3-4-6 N=7 SAND WITH SILT (SP-SM), fine grained, gray, loose to medium dense light grayish brown dark brown Boring Terminated at 10 Feet 10.0 Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THISBORINGLOGISNOTVALIDIFSEPARATEDFROMORIGINALREPORT.GEOSMARTLOG-NOWELLH1185164CHASEBANKTUSCAWILLA.GPJTERRACON_DATATEMPLATE.GDT10/24/18WATERLEVELOBSERVATIONSDEPTH(Ft.)5 10 SAMPLETYPEFIELDTESTRESULTSLOCATION Latitude: 28.6967° Longitude: -81.2617° SeeExploration Plan GRAPHICLOGMODELLAYERDEPTH Page 1 of 1 Advancement Method:mud rotary Abandonment Method: 1675 Lee RdWinter Park, FL Notes: Project No.: H1185164 Drill Rig: BR2500 BORING LOG NO. B-4 Kimley-Horn and Associates, Inc.CLIENT:Orlando, Florida Driller: Mark Boring Completed: 10-18-2018 PROJECT: Chase Bank Tuskawilla Elevations not obtained See Exploration and Testing Procedures for adescription of field and laboratory procedures usedand additional data (If any). See Supporting Information for explanation ofsymbols and abbreviations. State Road 434 at Tuskawilla Road Oviedo, Seminole County, Florida SITE: Boring Started: 10-18-2018Groundwater encountered at 5 feet WATER LEVEL OBSERVATIONS 1 386 5-6-6-7 N=12 8-7-9-9N=16 4-3-3-3 N=6 3-4-4-4N=8 2-3-3-3 N=6 SAND WITH SILT (SP-SM), fine grained, grayish brown, trace of roots, pine odor SAND (SP), fine grained, light grayish brown grayish brown brown SAND WITH SILT (SP-SM), fine grained, dark reddish brown Boring Terminated at 10 Feet 2.5 8.5 10.0 Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THISBORINGLOGISNOTVALIDIFSEPARATEDFROMORIGINALREPORT.GEOSMARTLOG-NOWELLH1185164CHASEBANKTUSCAWILLA.GPJTERRACON_DATATEMPLATE.GDT10/24/18WATERLEVELOBSERVATIONSDEPTH(Ft.)5 10 SAMPLETYPEFIELDTESTRESULTSLOCATION Latitude: 28.6962° Longitude: -81.2616° SeeExploration Plan GRAPHICLOGMODELLAYERDEPTH Page 1 of 1 Advancement Method:mud rotary Abandonment Method: 1675 Lee RdWinter Park, FL Notes: Project No.: H1185164 Drill Rig: BR2500 BORING LOG NO. B-5 Kimley-Horn and Associates, Inc.CLIENT:Orlando, Florida Driller: Mark Boring Completed: 10-18-2018 PROJECT: Chase Bank Tuskawilla Elevations not obtained See Exploration and Testing Procedures for adescription of field and laboratory procedures usedand additional data (If any). See Supporting Information for explanation ofsymbols and abbreviations. State Road 434 at Tuskawilla Road Oviedo, Seminole County, Florida SITE: Boring Started: 10-18-2018Groundwater encountered at 5 feet WATER LEVEL OBSERVATIONS 1 387 SUPPORTING INFORMA TION SUPPORTING INFORMATION 388 500 to 1,000 2,000 to 4,000 4,000 to 8,000 1,000 to 2,000 less than 500 > 8,000 Unconfined Compressive StrengthQu, (psf) Non-plasticLow MediumHigh DESCRIPTION OF SYMBOLS AND ABBREVIATIONS Hand Penetrometer Torvane Dynamic Cone Penetrometer Photo-Ionization Detector Organic Vapor AnalyzerSAMPLINGWATER LEVELFIELD TESTS(HP) (T) (DCP) (PID) (OVA) GENERAL NOTES Over 12 in. (300 mm) 12 in. to 3 in. (300mm to 75mm)3 in. to #4 sieve (75mm to 4.75 mm)#4 to #200 sieve (4.75mm to 0.075mm Passing #200 sieve (0.075mm) Particle Size < 55 - 12> 12 Percent ofDry WeightDescriptive Term(s)of other constituents RELATIVE PROPORTIONS OF FINES 01 - 10 11 - 30> 30 Plasticity Index Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their dryweight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils haveless than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non-plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are definedon the basis of their in-place relative density and fine-grained soils on the basis of their consistency. LOCATION AND ELEVATION NOTES Percent ofDry Weight Major Component of Sample TraceWithModifier RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY Trace WithModifier DESCRIPTIVE SOIL CLASSIFICATION Boulders CobblesGravelSand Silt or Clay Descriptive Term(s) of other constituents < 15 15 - 29> 30 Term PLASTICITY DESCRIPTION Water levels indicated on the soil boring logs are the levels measured in theborehole at the times indicated. Groundwater level variations will occur over time. In low permeability soils,accurate determination of groundwater levels is not possible with short term water level observations. Water Level After a Specified Period of Time Water Level After aSpecified Period of Time Water InitiallyEncountered Auger Cuttings Rock Core Grab Sample No Recovery Shelby Tube Standard Penetration Test Unless otherwise noted, Latitude and Longitude are approximately determined using a hand-held GPS device. The accuracyof such devices is variable. Surface elevation data annotated with +/- indicates that no actual topographical survey was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from topographic maps of the area. Hard Very Stiff Stiff Medium Stiff Very Soft Automatic Hammer SPT N-Value(Blows/Ft.) < 3 < 1 1 - 3 3 - 6Medium Dense SoftLoose Very Dense Dense Very Loose Automatic HammerSPT N-Value(Blows/Ft.) 3 - 8 8 - 24 24 - 40 > 40 6 - 12 12 - 24 > 24STRENGTH TERMSDescriptive Term(Consistency)Descriptive Term(Density) CONSISTENCY OF FINE-GRAINED SOILS (50% or more passing the No. 200 sieve.)Consistency determined by laboratory shear strength testing, fieldvisual-manual procedures or standard penetration resistance(More than 50% retained on No. 200 sieve.)Density determined by Standard Penetration Resistance RELATIVE DENSITY OF COARSE-GRAINED SOILS 389 UNIFIED SOIL CLASSIFICATION SYSTEM Chase Bank-Tuskawilla Road ■ Oviedo, Seminole County, Florida October 30, 2018 ■ Terracon Project No. H1185164 UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests A Soil Classification Group Symbol Group Name B Coarse-Grained Soils: More than 50% retained on No. 200 sieve Gravels: More than 50% of coarse fraction retained on No. 4 sieve Clean Gravels: Less than 5% finesC Cu ‡ 4 and 1 £ Cc £ 3 E GW Well-graded gravel F Cu < 4 and/or 1 > Cc > 3 E GP Poorly graded gravel F Gravels with Fines: More than 12% fines C Fines classify as ML or MH GM Silty gravel F, G, H Fines classify as CL or CH GC Clayey gravelF, G, H Sands: 50% or more of coarse fraction passes No. 4 sieve Clean Sands: Less than 5% finesD Cu ‡ 6 and 1 £ Cc £ 3E SW Well-graded sandI Cu < 6 and/or 1 > Cc > 3 E SP Poorly graded sandI Sands with Fines: More than 12% fines D Fines classify as ML or MH SM Silty sandG, H, I Fines classify as CL or CH SC Clayey sand G, H, I Fine-Grained Soils: 50% or more passes the No. 200 sieve Silts and Clays: Liquid limit less than 50 Inorganic:PI > 7 and plots on or above “A” lineJ CL Lean clayK, L, M PI < 4 or plots below “A” line J ML Silt K, L, M Organic:Liquid limit - oven dried < 0.75 OL Organic clayK, L, M, N Liquid limit - not dried Organic silt K, L, M, O Silts and Clays: Liquid limit 50 or more Inorganic:PI plots on or above “A” line CH Fat clayK, L, M PI plots below “A” line MH Elastic SiltK, L, M Organic:Liquid limit - oven dried < 0.75 OH Organic clayK, L, M, P Liquid limit - not dried Organic silt K, L, M, Q Highly organic soils:Primarily organic matter, dark in color, and organic odor PT Peat A Based on the material passing the 3-inch (75-mm) sieve B If field sample contained cobbles or boulders, or both, add “with cobbles or boulders, or both” to group name. C Gravels with 5 to 12% fines require dual symbols: GW-GM well-graded gravel with silt, GW-GC well-graded gravel with clay, GP-GM poorly graded gravel with silt, GP-GC poorly graded gravel with clay. D Sands with 5 to 12% fines require dual symbols: SW-SM well-graded sand with silt, SW-SC well-graded sand with clay, SP-SM poorly graded sand with silt, SP-SC poorly graded sand with clay E Cu = D60/D10 Cc = 6010 2 30 DxD )(D F If soil contains ‡ 15% sand, add “with sand” to group name. G If fines classify as CL-ML, use dual symbol GC-GM, or SC-SM. HIf fines are organic, add “with organic fines” to group name. I If soil contains ‡ 15% gravel, add “with gravel” to group name. J If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. KIf soil contains 15 to 29% plus No. 200, add “with sand” or “with gravel,” whichever is predominant. L If soil contains ‡ 30% plus No. 200 predominantly sand, add “sandy” to group name. MIf soil contains ‡ 30% plus No. 200, predominantly gravel, add “gravelly” to group name. NPI ‡ 4 and plots on or above “A” line. OPI < 4 or plots below “A” line. P PI plots on or above “A” line. QPI plots below “A” line. 390 TRAFFIC IMPACT ANALYSIS WINTER SPRINGS TOWN CENTER COMMERCIAL OUTPARCELS WINTER SPRINGS, FLORIDA Prepared for: NV5, INC. 201 South Bumby Avenue Orlando, Florida 32803 Prepared by: Traffic Planning and Design, Inc. 535 Versailles Drive Maitland, Florida 32751 407-628-9955 Revised March 2019 TPD № 4887 391 PROFESSIONAL ENGINEERING CERTIFICATION I hereby certify that I am a Professional Engineer properly registered in the State of Florida practicing with Traffic Planning & Design, Inc., a corporation authorized to operate as an engineering business, EB-3702, by the State of Florida Department of Professional Regulation, Board of Professional Engineers, and that I have prepared or approved the evaluations, findings, opinions, conclusions, or technical advice attached hereto for: PROJECT: Winter Springs Town Center Commercial Outparcels LOCATION: Winter Springs, Florida CLIENT: NV5, INC. I hereby acknowledge that the procedures and references used to develop the results contained in these computations are standard to the professional practice of Transportation Engineering as applied through professional judgment and experience. NAME: Turgut Dervish, P.E. P.E. No.: 20400 DATE: March 28, 2019 SIGNATURE: 392 TABLE OF CONTENTS Page INTRODUCTION .......................................................................................................................... 1 EXISTING ROADWAY ANALYSIS .............................................................................................. 4 Roadway Segment Analysis Intersection Analysis PROPOSED DEVELOPMENT AND TRIP GENERATION .......................................................... 8 Trip Generation Trip Distribution/Trip Assignment PROJECTED TRAFFIC CONDITIONS ...................................................................................... 12 Roadway Segment Analysis Intersection Analysis Turn Lane Analysis STUDY CONCLUSIONS ............................................................................................................ 19 APPENDICES ............................................................................................................................. 21 A City of Winter Springs Standard Scope of Work for a Traffic Study B Intersection Counts and Signal Timing Data C Synchro Capacity Analysis Worksheets Existing Conditions D Model Distribution Plot E Trends Analysis Charts F Synchro Capacity Analysis Worksheets Projected Conditions 393 TABLE OF CONTENTS, continued LIST OF TABLES Page Table 1 Existing Daily Roadway Capacity Analysis .................................................................... 5 Table 2 Existing A.M./P.M. Peak Hour Roadway Capacity Analysis .......................................... 5 Table 3 Existing Intersection Capacity Analysis ......................................................................... 7 Table 4 Trip Generation Summary .............................................................................................. 8 Table 5 Projected Daily Roadway Capacity Analysis ................................................................ 12 Table 6 Projected A.M. Peak Hour Roadway Capacity Analysis ............................................... 13 Table 7 Projected P.M. Peak Hour Roadway Capacity Analysis ............................................... 13 Table 8 Projected Intersection Capacity Analysis ..................................................................... 17 Table 9 Required Turn Lane Length Calculation ....................................................................... 18 LIST OF FIGURES Figure 1 Project Location Map ..................................................................................................... 2 Figure 2 Proposed Site Plan ........................................................................................................ 3 Figure 3 Existing A.M./P.M. Peak Hour Traffic Volumes ............................................................. 6 Figure 4 Project Trip Distribution ............................................................................................... 10 Figure 5 Project Trip Assignment ............................................................................................... 11 Figure 6 Projected A.M. Peak Hour Intersection Volumes ......................................................... 15 Figure 7 Projected P.M. Peak Hour Intersection Volumes ......................................................... 16 394 Winter Springs Town Center Commercial Outparcels Project № 4887 Page 1 INTRODUCTION This traffic analysis was performed to assess the impact of the proposed commercial outparcels of the Winter Springs Town Center. Located in the northwest quadrant of the intersection of SR 434 and Michael Blake Boulevard, the proposed development will consist of a drive-in bank and three restaurants, two of which will have drive-through windows. Access to the site will be provided via Michael Blake Boulevard which intersects SR 434 at a full median opening. In addition, a right in/out driveway will be provided on SR 434. Figure 1 depicts the location of the project site and the area roadways. Figure 2 depicts the proposed site plan. At the request of the City, this analysis consists of updating an earlier analysis conducted for Winter Springs Apartments (now known as Catalyst Apartments). That analysis was conducted in accordance with the City’s standard scope of work for a traffic study as included in Appendix A. The analysis considers the project’s impacts on the following roadways and intersections: Roadways SR 434 Central Winds Drive to Tuskawilla Road Tuskawilla Road to Michael Blake Boulevard Michael Blake Boulevard to Tuscora Drive Tuskawilla Road Trotwood Boulevard to SR 434 SR 434 to Blumberg Boulevard Michael Blake Boulevard SR 434 to Tuskawilla Road Intersections SR 434 & Doran Drive SR 434 & Tuskawilla Road SR 434 & Michael Blake Boulevard Data used in this analysis consists of site plan/development information provided by the Project Engineers, daily traffic volume data obtained from the Florida DOT and Seminole County, and A.M./P.M. peak hour traffic counts obtained by Traffic Planning and Design, Inc. 395 TuscoraDrSite LocationWinter Springs Town Center Condominiums5160Project №Figure 1NTSNSITESITE396 Proposed Site PlanNTSNRestaurantWinter Springs Town Center Commercial Outparcels4887Project №Figure 2397 Winter Springs Town Center Commercial Outparcels Project № 4887 Page 4 EXISTING ROADWAY ANALYSIS Capacity analyses were performed for the study roadway segments and intersections for the existing traffic in order to establish their current operating conditions. The roadway segments were analyzed for daily conditions and the intersections for A.M. and P.M. peak hour conditions. Roadway Segment Analysis The study roadway segments were analyzed by comparing their existing traffic volumes with their respective capacities at the adopted LOS standard. For the SR 434 segments, the daily traffic volumes were obtained from the latest Florida Traffic Information 2015 (FTI) DVD and the respective capacities from the 2012 FDOT Quality/Level of Service Handbook. The volume on Tuskawilla Road, from SR 434 to Blumberg Boulevard, and on Michael Blake Boulevard, from SR 434 to Tuskawilla Road, were estimated from the peak hour intersection traffic counts. The A.M./P.M. peak hour volumes along the roadway segments were determined from counts made at the study intersections. Summaries of the daily and A.M./P.M. peak hour roadway capacity analyses are presented in Tables 1 and 2. The existing conditions analysis reveals that the study segments currently operate satisfactorily within their adopted LOS standards. Intersection Analysis A capacity analysis was conducted for each study intersection using Synchro software in accordance with the procedures of the 2010 Highway Capacity Manual (HCM). The capacity analysis was performed using the existing intersection geometries, A.M./P.M. peak hour traffic volumes and signal timings. The A.M./P.M. peak hour volumes were determined from turning movement counts obtained by TPD and are included in Appendix B along with signal timing sheets provided by Seminole County. The existing intersection volumes are displayed in Figure 3. The intersection capacity analysis results are summarized in Table 3 and the Synchro analysis worksheets are included in Appendix C. 398 Winter Springs Town Center Commercial Outparcels Project № 4887 Page 5 Table 1 Existing Daily Roadway Capacity Analysis Roadway Segment No. of Lanes LOS Standard Daily Capacity (1) Existing Daily Volume (2) LOS SR 434 Central Winds Dr to Tuskawilla Rd 4LD E 39,800 33,000 C Tuskawilla Rd to Michael Blake Blvd 4LD E 39,800 25,500 C Michael Blake Blvd to Tuscora Dr 4LD E 39,800 25,500 C Tuskawilla Rd E. Lake Dr to SR 434 4LD E 35,820 29,000 C SR 434 to Blumberg Blvd 2LU D 13,320 5,344 (3) C Michael Blake Blvd SR 434 to Tuskawilla Rd 2LU D 13,320 1,122 (3) C (1) Based on FDOT's Generalized Service Volume Tables (2) Obtained from Florida Traffic Information DVD (3) Estimated from the intersection counts with the use of K=0.09 Table 2 Existing A.M./P.M. Peak Hour Roadway Capacity Analysis Roadway Segment No. of Lanes Adopted A.M. Peak Hour P.M. Peak Hour LOS Standard Daily Capacity (1) Volume (2) Peak Dir LOS Volume Peak Dir LOS SR 434 Central Winds Dr to Tuskawilla Rd 4LD E 2,000 1,474 WB C 1,604 EB C Tuskawilla Rd to Michael Blake Blvd 4LD E 2,000 1,148 WB C 1,262 EB C Michael Blake Blvd to Tuscora Dr 4LD E 2,000 1,180 WB C 1,224 EB C Tuskawilla Rd Trotwood Blvd to SR 434 4LD E 1,800 724 NB C 749 SB C SR 434 to Blumberg Blvd 2L D 675 150 NB C 248 SB C Michael Blake Blvd SR 434 to Tuskawilla Rd 2L D 675 72 SB C 80 NB C (1) Based on FDOT's Generalized Service Volume Tables (2) Estimated from the intersection counts 399 Existing A.M./P.M.Peak Hour Traffic VolumesLegend:PM Peak HourAM Peak HourDoran DrSR 434Tuskawilla RdSR 4342 (0)75 (135)62 (113)34 (83)952 (882)149 (145)44 (41)882 (949)438 (469)520 (481)72 (109)132 (112)Michael BlakeBlvd25 (4)47 (14)6 (28)1,123 (1,128)23 (52)1,067 (1,210)00 (00)8 (34)0 (2)9 (8)16 (7)1,415 (1,290)5 (12)7 (11)1,194 (1,390)3 (15)16 (7)0 (0)14 (9)Winter Springs Town Center Commercial Outparcels4887Project №Figure 3NTSN400 Winter Springs Town Center Commercial Outparcels Project № 4887 Page 7 Table 3 Existing Intersection Capacity Analysis Intersection Control Period EB WB NB SB Overall Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS SR 434 & Doran Dr Signal A.M. 2.8 A 6.7 A 48.8 D 46.5 D 5.7 A P.M. 4.6 A 4.8 A 35.7 D 22.3 C 5.1 A SR 434 & Tuskawilla Rd Signal A.M. 44.3 D 47.4 D 49.5 D 85.7 F 48.2 D P.M. 28.4 C 29.6 C 75.3 E 106.8 F 43.7 D SR 434 & Michael Blake Blvd STOP A.M. 0.2 A 0.0 A - - 26.4 D - - P.M. 0.5 A 0.0 A - - 24.4 C - - The results of the intersection capacity analysis indicate that the all study intersections operate at satisfactory overall Levels of Service except for southbound approach at the intersection of SR 434 and Tuskawilla Road which operates at Level of service “F” during the A.M. and P.M. peak hours. This is due to the coordinated signal system which allocates maximum green time to the heavy traffic volumes and reduces the amount of green time for the minor streets resulting in lengthy delays. The volume-to-capacity ratio for this approach is below 1.0, which indicates that the LOS “F” is due to delay and not capacity deficiency. 401 Winter Springs Town Center Commercial Outparcels Project № 4887 Page 8 PROPOSED DEVELOPMENT AND TRIP GENERATION To determine the impact of this development, an analysis of its trip generation characteristics was conducted. This included the determination of the trips to be generated as well as their distribution and assignment to the area roadways. Trip Generation The trip generation of the proposed development was calculated with the use of trip generation rates obtained from the 10th Edition of the ITE Trip Generation Manual. Table 4 provides a summary of the trip generation calculation. The proposed development is projected to generate 2,422 new net daily trips, of which 279 will occur in the A.M. peak hour and 186 will occur in the P.M. peak hour. Table 4 Trip Generation Summary ITE Code Land Use Size (KSF) (1) Daily A.M. Peak Hour P.M. Peak Hour Rate Trips Rate Enter Exit Total Rate Enter Exit Total 912 Drive-in Bank (Chase Bank) 3.470 100.03 347 9.5 19 14 33 20.45 36 35 71 937 Coffee Shop w/ Drive Through 2.500 820.38 2,051 88.99 114 109 223 43.38 55 54 109 934 Fast Food w/ Drive Through 2.163 470.95 1,019 40.19 44 43 87 32.67 37 34 71 820 Retail 7.200 139.58 1,005 21.52 96 59 155 10.83 37 41 78 Totals 4,422 273 225 498 165 164 329 Drive-in Bank Pass-by Trips (29% AM/35% PM) 122 6 4 10 13 12 25 Coffee Shop Pass-by Trips (50%) 1,026 57 55 112 28 27 55 Fast Food Pass-by Trips (50%) 510 22 22 44 19 17 36 Retail Pass-by Trips (34%) 342 33 20 53 13 14 27 Total Pass-by Trips 2,000 118 101 219 73 70 143 Net New Project Trips 2,422 155 124 279 92 94 186 (1) KSF = 1,000 square feet 402 Winter Springs Town Center Commercial Outparcels Project № 4887 Page 9 Trip Distribution/Trip Assignment The proposed distribution pattern was estimated using MetroPlan’s year 2020 LRTP of the OUATS model. The model generated distribution was reviewed for reasonableness and slightly modified in consideration of local traffic conditions. The modified distribution is shown in Figure 4 and a model distribution plot is included in Appendix D. With this distribution pattern, the project trips were assigned to the area roadways as shown in Figure 5. 403 Trip DistributionNTS39%SITESITE6%18%37%29%8%57%39%6%Winter Springs Town Center Commercial Outparcels4887Project №Figure 4N404 SITETrip AssignmentNTSN000A.M. Peak Hour Trips(000)P.M. Peak Hour Trips000 Daily TripsLegend:60 ( 3 6) 945 36 (27)45 (27)7(6)9 (6)14522 (17)28 (17)43610 (8)12 (7)19448 ( 3 7)702SITE58 (3 4) 46 (3 5) 896 71 ( 5 4) 88 (5 2) 1,38 1 Winter Springs Town Center Commercial Outparcels4887Project №Figure 560 ( 3 6) 945 48 ( 3 7)7(6)9(6)145405 Winter Springs Town Center Commercial Outparcels Project № 4887 Page 12 PROJECTED TRAFFIC CONDITIONS Projected traffic conditions for the project buildout were analyzed using daily traffic volumes for the roadway segments and A.M./P.M. peak hour traffic volumes for the intersections. The projected traffic volumes used in the analysis consisted of background traffic volumes combined with traffic from Tuskawilla Crossings and Integra Winter Springs developments and the proposed project trips. Background traffic volumes were estimated with the use of a growth factor of 1.04 for a two-year growth and combined with the Catalyst Apartment traffic. The traffic volumes for each of the Tuskawilla Crossings, Integra Winter springs and Catalyst Apartments developments are included in Appendix E. Roadway Segment Analysis A roadway segment analysis was performed for the study roadway segments by comparing the projected traffic volumes of the segments with their respective capacities at the adopted LOS standards. The daily, A.M. and P.M. peak hour analyses are summarized in Tables 5, 6 and 7. The results of the analysis show that the study roadway segments will continue to operate within their adopted capacity in the projected conditions. Table 5 Projected Daily Roadway Capacity Analysis Roadway Segment No. of Lanes Adopted Projected Daily Volume Projected LOS LOS Sta. Daily Capacity Future Vol* Catalyst Apartments Integra Tuskawilla Crossings Project Trips Total SR 434 Central Winds Dr to Tuskawilla Rd 4LD E 39,800 34,320 890 1,809 1,567 945 39,531 D Tuskawilla Rd to Michael Blake Blvd 4LD E 39,800 26,520 1,020 3,214 1,828 1,381 33,963 C Michael Blake Blvd to Tuscora Dr 4LD E 39,800 26,520 390 3,214 1,828 896 32,848 C Tuskawilla Rd Trotwood Blvd to SR 434 4LD E 35,820 30,160 427 605 1,306 436 32,934 C SR 434 to Blumberg Blvd 2LU D 13,320 5,558 148 495 522 0 6,723 D Michael Blake Blvd SR 434 to Tuskawilla Rd 2LU D 13,320 1,167 1,224 220 266 145 3,022 C * Existing Volume X 1.04 406 Winter Springs Town Center Commercial Outparcels Project № 4887 Page 13 Table 6 Projected A.M. Peak Hour Roadway Capacity Analysis Roadway Segment No. of Lanes Adopted Projected A.M. PHPD Volume Projected LOS LOS Sta. Daily Capacity Future Vol* Catalyst Apartments Integra Tuskawilla Crossings Project Trips Total SR 434 Central Winds Dr to Tuskawilla Rd 4LD E 2,000 1,533 55 43 65 48 1,744 C Tuskawilla Rd to Michael Blake Blvd 4LD E 2,000 1,194 63 68 49 71 1,445 C Michael Blake Blvd to Tuscora Dr 4LD E 2,000 1,227 24 68 49 57 1,426 C Tuskawilla Rd Trotwood Blvd to SR 434 4LD E 1,800 753 26 25 50 28 882 C SR 434 to Blumberg Blvd 2L D 675 156 9 2 17 0 184 C Michael Blake Blvd SR 434 to Tuskawilla Rd 2L D 675 75 75 1 4 9 164 C * Existing Volume X 1.04 Table 7 Projected P.M. Peak Hour Roadway Capacity Analysis Roadway Segment No. of Lanes Adopted Projected A.M. PHPD Volume Projected LOS LOS Standard Daily Capacity Future Vol* Catalyst Apartments Integra Tuskawilla Crossings Project Trips Total SR 434 Central Winds Dr to Tuskawilla Rd 4LD E 2,000 1,668 54 60 78 36 1,896 C Tuskawilla Rd to Michael Blake Blvd 4LD E 2,000 1,312 62 92 60 52 1,579 C Michael Blake Blvd to Tuscora Dr 4LD E 2,000 1,273 24 93 72 35 1,497 C Tuskawilla Rd Trotwood Blvd to SR 434 4LD E 1,800 779 26 36 52 17 910 C SR 434 to Blumberg Blvd 2L D 675 258 9 3 13 0 283 C Michael Blake Blvd SR 434 to Tuskawilla Rd 2L D 675 83 74 1 3 6 167 C * Existing Volume X 1.04 407 Winter Springs Town Center Commercial Outparcels Project № 4887 Page 14 Intersection Analysis To assess the projected operating conditions at the study intersections, intersection capacity analyses were conducted using projected traffic volumes. The intersections were analyzed using the Synchro Software in accordance with the procedures of the Highway Capacity 6E Manual. Projected peak hour volumes were similarly calculated by applying a growth factor to existing volumes and adding the Catalyst Apartments, Tuskawilla Crossings, Integra Winter Springs and project trips. Figures 6 and 7 show the projected peak hour intersection turning volumes for the study intersections. The projected Levels of Service are summarized in Table 8. The analysis shows that the study intersections will operate at acceptable overall Levels of Service in the projected conditions except for the southbound approach at the intersection of SR 434 and Tuskawilla Road. Similar to the existing conditions analysis, this approach will operate at LOS “F” due to the coordinated signal timing which favors the heavy traffic volumes on SR 434 reducing the amount of green time on the minor streets. The v/c ratio remains below 1.0 which indicates that the LOS “F” is due to delay, not capacity deficiency. In addition, the minor approaches at the intersection of SR 434 and Michael Blake Boulevard, which will become a four-legged intersection, are projected to operate at LOS “F” due to the addition of traffic from the Integra Winter Springs, Tuskawilla Crossings and the proposed project trips. This intersection be should be considered for signalization with the addition of development trips as documented herein. With signalization, the intersection will operate at satisfactory Levels of Service. Detailed printouts of each intersection capacity analysis are included in Appendix F. 408 Projected A.M. Peak HourTraffic VolumesDoran DrSR 434Tuskawilla RdMichael Blake BlvdSite Access 2(9)150+{2}=152(7)[76]+(82)=158[88]+(117)=20548+{4}=52809171,527+<43>+{65}+(48)=1,683571,255+<52>+{24}+(60)=1,3913170151187+{17}=10465+<2>=6735+<2>=371,037+<43>+{43}+(48)=1,171172+<22>+{4}+(23)=22148928+<52>+{16}+(60)=1,056456+{8}=464541+{22}=56377+{17}=94141+<25>+{11}+(28)=20577+[25]+(36)=138{2}73+<1>+[51]+(46)=1719+<1>+[29]+(29)=681,171+<68>+{37}-[29]+(29)=1,276{12}39+[59]+(88)=1861,110+<80>+{23}-[59]=1,154{4}Site Access 13+[30]+(29)=621,245+<68>+{48}-[30]+(36)=1,36712+[26]+(35)=731,149+<80>+{27}+(88)=1,344Legend:00+<00>+{00}+[00]+(00)=00Total TrafficProject TrafficPass-by TrafficTuskawilla Crossings TrafficIntegra Winter Springs TrafficBackground Traffic(Existing X 1.04 + Catalyst Apt){11}{4}{32}SR 434Winter Springs Town Center Commercial Outparcels4887Project №Figure 6NTSN409 Projected P.M. Peak HourTraffic VolumesDoran DrSR 434Tuskawilla RdMichael Blake BlvdSite Access 2(6)59+{5}=64(6)[53]+(62)=115[55]+(69)=124157+{3}=160352871,371+<73>+{49}+(37)=1,53013111,500+<60>+{78}+(36)=1,674167090145+{13}=158123+<3>=12686+<3>=89941+<73>+{33}+(37)=1,084160+<36>+{13}+(17)=226521,032+<60>+{52}+(36)=1,180488+{26}=514500+{16}=516122+{13}=135134+<29>+{8}+(17)=18831+[18]+(27)=76{5}28+<1>+[35]+(35)=9941+<1>+[18]+(17)=771,185+<113>+{38}-[18]+(17)=1,335{38}116+[37]+(52)=2051,258+<92>+{47}-[37]=1,360{13}Site Access 112+[18]+(17)=471,204+<113>+{46}-[18]+(27)=1,3726+[17]+(27)=501,347+<92>+{60}+(52)=1,551Legend:00+<00>+{00}+[00]+(00)=00{8}{3}{25}SR 434Winter Springs Town Center Commercial Outparcels4887Project №Figure 7NTSNTotal TrafficProject TrafficPass-by TrafficTuskawilla Crossings TrafficIntegra Winter Springs TrafficBackground Traffic(Existing X 1.04 + Catalyst Apt) 410 Winter Springs Town Center Commercial Outparcels Project № 4887 Page 17 Table 8 Projected Intersection Capacity Analysis Intersection Control Period EB WB NB SB Overall Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS SR 434 & Doran Dr Signal A.M. 3.7 A 4.7 A 49.0 D 46.4 D 4.9 A P.M. 5.6 A 4.6 A 35.7 D 22.8 C 5.5 A SR 434 & Tuskawilla Rd Signal A.M. 52.1 D 52.3 D 62.0 E 85.5 F 55.8 E P.M. 42.4 D 52.8 D 79.1 E 93.2 F 56.4 E SR 434 & Michael Blake Blvd STOP A.M. 2.5 A 0.1 A ** F ** F P.M. 2.7 A 0.4 A ** F ** F - - Signal A.M. 36.1 D 51.7 D 13.2 B 36.3 D 42.7 D P.M. 39.2 D 50.5 D 14.1 B 29.9 C 43.5 D Site Access @ SR 434 (right in/out) STOP A.M. - - 0.0 A - - 18.8 C - - P.M. - - 0.0 A - - 17.5 C - - Site Access 2 @ Michael Blake Blvd (full) STOP A.M. 10.6 B - - 6.4 A 0.0 A - - P.M. 9.5 A - - 3.3 A 0.0 A - - ** Excessive Delays 411 Winter Springs Town Center Commercial Outparcels Project № 4887 Page 18 Turn Lane Analysis a) Right Turn Lane: The need for a right turn lane was evaluated at the intersection of SR 434 and Michael Blake Boulevard and at the site access. As per Section 9-206 of the City Code, a right turn deceleration lane should be provided if the projected right turning volume is equal to or greater than 40 vehicles per hour for a four-lane roadway with a posted speed limit greater than 45 mph. The projected volume on SR 434 turning right into Michael Blake Boulevard is 68 vehicles during the A.M. peak hour and 77 during the P.M. peak hour. Therefore, an exclusive right turn lane is required at this location. The recommended length of this right turn lane is recommended to be 350 feet as per the FDOT Index 301 for a design speed of 55 mph. The site access is located west of Michael Blake Boulevard, where the speed limit drops to 45 mph. As per Section 9-206 of the City Code, a right turn deceleration lane should be provided if the projected right turning volume is equal to or greater than 110 vehicles per hour for a four-lane roadway with a posted speed limit 45 mph or less. The projected right turning volume on SR 434 at the site access is 62 vehicles during the A.M. peak hour and 47 during the P.M. peak hour. Therefore, a right turn lane is not needed at this location. b) Left Turn Lane: A left turn lane analysis was conducted to determine the adequacy of the existing left turn lane at the SR 434/Michael Blake Boulevard intersection. This was accomplished utilizing the 95th percentile queue length obtained from the Synchro intersection analysis for the projected conditions and deceleration distance obtained from FDOT’s Index 301. The required turn lane length calculated using the following equation: Left Turn Lane Length (TL) = Deceleration Distance (DD) + Queue Length (QL) Table 9 summarizes the turn lane length available and required at the study intersection. As can be seen, the existing available turn lane at the intersection of SR 434 and Michael Blake Boulevard will be adequate to serve the project trips. Table 9 Required Turn Lane Length Calculation Approach Design Speed (mph) Decel. Distance (ft) Available Length (ft) Peak Hour 95th %ile BOQ (ft) Required TL Length (ft) EBL 50 240 375 A.M. 52.5 292.5 P.M. 68 308 412 Winter Springs Town Center Commercial Outparcels Project № 4887 Page 19 STUDY CONCLUSIONS This traffic analysis was performed to assess the impact of the proposed development of commercial outparcels located in the northwest quadrant of SR 434 and Michael Blake Boulevard in Winter Springs, Florida. The proposed development will consist of a drive-in bank and three restaurants, two of which will have drive-through windows. Access to the site will be provided via Michael Blake Boulevard which intersects SR 434 at a full median opening. In addition, a right in/out driveway will be provided on SR 434. The results of the study as documented herein are summarized below: o The proposed development will generate a total daily traffic volume of 2,422 new net daily trips, of which 279 will occur in the A.M. peak hour and 186 will occur in the P.M. peak hour. o The study roadway segments currently operate at adequate Levels of Service and will continue to operate at satisfactory Levels of Service when project trips are added. o The study roadway intersections currently operate at satisfactory overall Levels of Service except for southbound approach at the intersection of SR 434 and Tuskawilla Road which operates at Level of service “F” during the A.M. and P.M. peak hours. This is due to the coordinated signal system which allocates maximum green time to the heavy traffic volumes and reduces the amount of green time for the minor streets resulting in lengthy delays. The volume-to-capacity ratio for this approach is below 1.0, which indicates that the LOS “F” is due to delay, not capacity deficiency. o The study intersections will continue to operate at acceptable overall Levels of Service in the projected conditions except for the southbound approach at the intersection of SR 434 and Tuskawilla Road. Similar to the existing conditions analysis, this approach will operate at LOS “F” due to the coordinated signal timing which favors the heavy traffic volumes on SR 434 reducing the amount of green time on the minor streets. The v/c ratio remains below 1.0 which indicates that the LOS “F” is due to delay, not capacity deficiency. 413 Winter Springs Town Center Commercial Outparcels Project № 4887 Page 20 In addition, the minor approaches at the intersection of SR 434 and Michael Blake Boulevard, which will become a four-legged intersection, are projected to operate at LOS “F” due to the addition of traffic from the Integra Winter Springs, Tuskawilla Crossings and the proposed project trips. This intersection should be considered for signalization when warranted. o At the intersection of SR 434 and Michael Blake Boulevard, a 350-foot long westbound right turn lane is recommended. The length of the existing eastbound left turn lane on SR 434 is adequate for the projected traffic volumes. 414 APPENDICES 415 APPENDIX A City of Winter Springs Standard Scope of Work for a Traffic Study 416 From: Brian Fields Sent: Thursday, March 20, 2014 10:39 AM To: 'Anthony Everett' Cc: Randy Stevenson; Bobby Howell; Michael Derbaum Subject: RE: ACOE Permit Compliance Package Anthony, Please find attached our standard scope for a traffic study. For your project, based on an apartment complex with up to 350 units, the study should include the following in addition to the standard scope: Roadway segments to analyze: SR 434 in separate segments from Central Winds Drive to Tuskawilla Road, from Tuskawilla Road to Michael Blake Blvd, and from Michael Blake Boulevard to Tuscora Drive Michael Blake Boulevard Tuskawilla Road from Trotwood to SR 434 and from SR 434 to Blumberg Blvd Intersections to analyze: SR 434 at Central Winds Drive SR 434 at Doran Drive SR 434 at Tuskawilla Road SR 434 at Michael Blake Blvd SR 434 at Tuscora Drive Additional items to analyze: Warrant for right‐turn deceleration land on SR 434 westbound at Michael Blake Boulevard Adequacy of left turn storage on SR 434 eastbound at Michael Blake Boulevard Lane configuration and turn storage on Michael Blake Blvd southbound at SR 434 Feel free to have your traffic engineer contact me with any questions. Brian Fields, P.E. City Engineer City of Winter Springs 407‐327‐7597 (office) 321‐388‐2757 (cell) 417 From: Brian Fields [mailto:bfields@winterspringsfl.org] Sent: Wednesday, March 26, 2014 3:43 PM To: Turgut Dervish Subject: Winter Springs Apartments Turgut, Please find the information attached and listed below regarding the Winter Springs Apartments traffic study requirements. Regarding the parking analysis (if this is part of your scope), the following is from the Town Center Code, Section 20‐324: There shall be no minimum parking requirement in the town center. The applicant shall provide a parking analysis justifying the proposed parking solution. The level of detail required for the parking analysis shall be determined in consultation with the DRC early-on in the development process. In general, the parking analysis shall include a detailed analysis and calculation of the normal and peak parking demands for a development. The usage of standard parking generation rates is normally not acceptable for this purpose. The best source of data is field parking counts from similar developments in the area. Factors to consider when calculating the overall parking demand include, but are not limited to: • Size and usage of the development/number of units • Availability and proximity of mass transit • Demographics of the expected user group • Availability and expected use of bicycle and pedestrian facilities • Surrounding land use Factors to consider when determining the number of parking spaces to be provided include, but are not limited to: • Number of parking spaces to be reserved and/or restricted • Availability and proximity of overflow parking areas • Mix of the type of parking spaces available, including private garages, private driveways, public surface parking, public on-street parking, metered parking, etc. • Management strategies for the usage of visitor/overflow parking spaces • Opportunity to share parking with surrounding properties Enclosed garages in individual residential units are often not used to their full parking capacity. In recognition of this, the number of parking spaces considered to be available in enclosed garages shall be calculated at fifty (50) percent of the actual parking capacity. For example, a two-car garage would be considered to have 1.0 parking spaces, and a one-car garage would have 0.5 parking spaces. 418 APPENDIX B Intersection Counts and Signal Timing Data 419 City:Winter SpringsCounty:SeminoleStudy Period:A.M.13% 0% 11%809160%14153%50%0%73%11940%316 0 140% 0% 0% % = Percentage of Trucks / TotalLeft Thru Right Left Thru Right Left Thru Right Left Thru Right8 0 7 5 1369 16 16 0 14 7 1161 3 26061 0104600000330819 0 8 5 1415 16 16 0 14 7 1194 3 2687toLeft Thru Right Left Thru Right Left Thru Right Left Thru Right2 1302954703325905774 1603322808221405771 0013945008329507072 0103684802128726753 0523395503027406363 0223142301333816692 0122812802231036133 0412584505336616508:30:00 AM8:45:00 AM7:00:00 AM7:15:00 AM7:30:00 AM7:45:00 AM8:00:00 AM8:15:00 AMPeak Hour07:30 AM to 08:30 AMTotal Vehicle TrafficInterval StartsSouthbound Westbound Northbound EastboundTotalCarsTrucksTotalPeak Hour Factor 0.950 McCleod's Way / Doran Drive Peak Hour TrafficSouthbound Westbound Northbound EastboundTotalSR 434Date:E/W Street Name:N/S Street Name:McCleod's Way / Doran Drive SR 4341‐Oct‐15SR 434McCleod's Way / Doran Drive420 Date:1‐Oct‐15City:Winter SpringsE/W Street Name:SR 434County:SeminoleN/S Street Name:McCleod's Way / Doran DriveStudy Period:A.M.Left Thru Right Left Thru Right Left Thru Right Left Thru Right7:00:00 AM2 1 302954703325905777:15:00 AM4 1 603322808221405777:30:00 AM1 0 013945008329507077:45:00 AM2 0 1 0 368 48021 287 26758:00:00 AM3 0 523395503027406368:15:00 AM3 0 223142301333816698:30:00 AM2 0 122812802231036138:45:00 AM3 0 41258450533661650Left Thru Right Left Thru Right Left Thru Right Left Thru Right7:00:00 AM2 1 302934703325205687:15:00 AM4 1 503262808220105577:30:00 AM1 0 013845008328706897:45:00 AM2 0 103524802128226548:00:00 AM2 0 423305503026406158:15:00 AM3 0 223032301332816488:30:00 AM2 0 122742802230025958:45:00 AM2 0 41250450533571632Left Thru Right Left Thru Right Left Thru Right Left Thru Right7:00:00 AM0 0 002000007097:15:00 AM0 0 10600000130207:30:00 AM0 0 00100000080187:45:00 AM0 0 0 0 16 0000050218:00:00 AM1 0 10900000100218:15:00 AM0 0 001100000100218:30:00 AM0 0 00700000101188:45:00 AM1 0 008000009018Truck TrafficInterval StartsSouthbound Westbound Northbound EastboundTotalCar TrafficInterval StartsSouthbound Westbound Northbound EastboundTotalTotal Vehicle TrafficInterval StartsSouthbound Westbound Northbound EastboundTotal421 City:Winter SpringsCounty:SeminoleStudy Period:P.M.0% 0% 0%34 2 870%12903%120%0%112%13900%157090% 0% 0% % = Percentage of Trucks / TotalLeft Thru Right Left Thru Right Left Thru Right Left Thru Right8 2 34 12 12487709111365 15 27180 0004200000250678 2 34 12 12907709111390 15 2785toLeft Thru Right Left Thru Right Left Thru Right Left Thru Right3 0662692203226825630 0682732202132826243 0742797701331936330 0533323301232936814 1843082204436237022 0523342203235837132 11633160001334166894 154257660151562447SR 434Date:E/W Street Name:N/S Street Name:McCleod's Way / Doran Drive SR 43430‐Sep‐15SR 434McCleod's Way / Doran DriveMcCleod's Way / Doran Drive Peak Hour TrafficSouthbound Westbound Northbound EastboundTotalCarsTrucksTotalPeak Hour Factor 0.977Peak Hour04:45 AM to 05:45 AMTotal Vehicle TrafficInterval StartsSouthbound Westbound Northbound EastboundTotal5:30:00 AM5:45:00 AM4:00:00 AM4:15:00 AM4:30:00 AM4:45:00 AM5:00:00 AM5:15:00 AM422 Date:30‐Sep‐15City:Winter SpringsE/W Street Name:SR 434County:SeminoleN/S Street Name:McCleod's Way / Doran DriveStudy Period:P.M.Left Thru Right Left Thru Right Left Thru Right Left Thru Right4:00:00 AM3 0 662692203226825634:15:00 AM0 0 682732202132826244:30:00 AM3 0 742797701331936334:45:00 AM0 0 5 3 33233012 329 36815:00:00 AM4 1 843082204436237025:15:00 AM2 0 523342203235837135:30:00 AM2 11633160001334166895:45:00 AM4 1 54257660151562447Left Thru Right Left Thru Right Left Thru Right Left Thru Right4:00:00 AM3 0 662421203226525324:15:00 AM0 0 682662202132226114:30:00 AM3 0 642687701331236144:45:00 AM0 0 533123301231536475:00:00 AM4 1 843002204435636885:15:00 AM2 0 523252203235737035:30:00 AM2 11633110001333766805:45:00 AM4 1 54252660151552441Left Thru Right Left Thru Right Left Thru Right Left Thru Right4:00:00 AM0 0 00271000030314:15:00 AM0 0 0070000060134:30:00 AM0 0 10110000070194:45:00 AM0 0 0 0 20 00000140345:00:00 AM0 0 0080000060145:15:00 AM0 0 0090000010105:30:00 AM0 0 005000004095:45:00 AM0 0 00500000106Total Vehicle TrafficInterval StartsSouthbound Westbound Northbound EastboundTotalCar TrafficInterval StartsSouthbound Westbound Northbound EastboundTotalTruck TrafficInterval StartsSouthbound Westbound Northbound EastboundTotal423 424 All Vehicles 7:00 to 9:00 15-007.01 Left Through Right Left Through Right 7:00 - 7:15 145 108 26 22 32 0 7:15 - 7:30 83 15 26 35 52 1 7:30 - 7:45 150 17 40 11 26 0 7:45 - 8:00 120 19 45 16 21 0 8:00 - 8:15 120 15 32 19 18 0 8:15 - 8:30 158 18 29 12 11 2 8:30 - 8:45 122 20 26 15 25 0 8:45 - 9:00 116 24 32 18 28 0 1,014 236 256 148 213 3 Left Through Right Left Through Right 7:00 - 7:15 23 136 68 12 171 20 7:15 - 7:30 8 212 88 21 206 6 7:30 - 7:45 10 192 87 24 232 3 7:45 - 8:00 10 213 110 54 258 6 8:00 - 8:15 8 225 87 18 238 13 8:15 - 8:30 11 216 104 32 231 58:30 - 8:45 15 228 137 45 225 10 8:45 - 9:00 5 134 124 32 164 18 90 1,556 805 238 1,725 81 27562 34 Tuskawilla Rd.952 149 SR 434 7:45 - 8:45 44 882 438 520 72 132 Time Period Date Intersection Tuskawilla Rd. January 15, 2015 Roadway Count Summary GMB Engineers & Planners, Inc. SouthboundNorthbound 3,362 WestboundEastbound North / South East / West Peak Hour Peak Hour Factor 0.96 Total Pk Hr Voume Time Period & Time Period GMB Project #: County Winter SpringsSeminoleCity SR 434 425 & 7:00 to 9:00 15-007.01 Left Through Right Left Through Right 7:00-7:15 200 0007:15 - 7:30 3 0 0 1 0 07:30 - 7:45 3 0 1 0 1 0 7:45 - 8:00 4 0 1 2 0 0 8:00-8:15 300 000 8:15-8:30 200 000 8:30 - 8:45 4 0 0 0 1 0 8:45 - 9:00 7 2 0 1 0 0 Left Through Right Left Through Right 7:00 - 7:15 0 5 1 0 3 1 7:15 - 7:30 0 8 3 1 4 0 7:30 - 7:45 0 8 5 0 7 0 7:45 - 8:00 0 5 1 0 2 0 8:00 - 8:15 0 6 0 0 6 1 8:15 - 8:30 1 8 1 1 5 0 8:30 - 8:45 1 7 3 1 8 0 8:45 - 9:00 0 9 1 0 2 0 0.0% 1.3% 3.2%2.9% Tuskawilla Rd. 2.2% SR 434 1.3% 7:45 - 8:45 4.5% 2.9% 1.1%2.5% 0.0% 0.8% SR 434 Westbound GMB Project #: Time Period Northbound Southbound Eastbound Roadway Count Summary GMB Engineers & Planners, Inc. Intersection Time Period Date Tuskawilla Rd. January 15, 2015 County Seminole Winter Springs Trucks City North / South East / West Peak Hour Time Period 426 & 7:00 to 9:00 15-007.01 Left Through Right Left Through Right 7:00-7:15 0010 000 7:15-7:30 0011 000 7:30 - 7:45 1 0 28 0 0 0 7:45 - 8:00 0 0 26 0 0 08:00-8:15 0023 0008:15-8:30 0018 0008:30 - 8:45 0 0 19 0 0 0 8:45 - 9:00 0 0 25 0 0 0 Left Through Right Left Through Right 7:00 - 7:15 0 0 41 0 0 4 7:15-7:30 0026 000 7:30 - 7:45 0 0 22 2 0 0 7:45 - 8:00 1 0 36 2 0 0 8:00 - 8:15 0 0 33 0 0 18:15 - 8:30 0 0 52 1 0 18:30 - 8:45 0 0 54 1 0 08:45 - 9:00 0 0 65 1 0 1 000 2 Tuskawilla Rd. 0 SR 434 4 7:45 - 8:45 1 0 175 0 0 86 Roadway Count Summary GMB Engineers & Planners, Inc. Intersection Time Period Date County Seminole Winter SpringsCity Northbound Westbound North / South East / West Peak Hour Time Period Time Period Tuskawilla Rd.SR 434 January 15, 2015 Southbound Eastbound GMB Project #: U-Turn & RTOR 427 All Vehicles 16:00 to 18:00 15-007.01 Left Through Right Left Through Right 16:00 - 16:15 157 31 53 26 37 0 16:15 - 16:30 151 48 28 15 35 1 16:30 - 16:45 125 27 27 31 33 1 16:45 - 17:00 118 26 23 18 36 0 17:00 - 17:15 121 24 31 37 28 0 17:15 - 17:30 122 28 28 25 42 0 17:30 - 17:45 120 31 30 33 29 0 17:45 - 18:00 94 40 31 28 43 0 1,008 255 251 213 283 2 Left Through Right Left Through Right 16:00 - 16:15 11 168 81 27 184 7 16:15 - 16:30 9 167 65 20 176 18 16:30 - 16:45 7 207 73 25 202 16 16:45 - 17:00 18 204 126 42 200 14 17:00 - 17:15 6 205 116 35 205 11 17:15 - 17:30 10 289 119 29 226 2817:30 - 17:45 7 251 108 39 251 30 17:45 - 18:00 7 204 91 38 199 28 75 1,695 779 255 1,643 152 0 135 113 83 Tuskawilla Rd.882 145 SR 434 16:45 - 17:45 41 949 469 481 109 112 Time Period Date Intersection Tuskawilla Rd. January 15, 2015 Roadway Count Summary GMB Engineers & Planners, Inc. SouthboundNorthbound 3,519 WestboundEastbound North / South East / West Peak Hour Peak Hour Factor 0.93 Total Pk Hr Voume Time Period & Time Period GMB Project #: County Winter SpringsSeminoleCity SR 434 428 & 16:00 to 18:00 15-007.01 Left Through Right Left Through Right 16:00 - 16:15 7 1 2 0 0 016:15 - 16:30 4 0 0 0 0 016:30 - 16:45 8 0 0 0 1 0 16:45 - 17:00 4 0 0 1 1 0 17:00 - 17:15 4 1 1 1 0 0 17:15 - 17:30 3 0 0 0 0 0 17:30 - 17:45 1 0 0 0 0 0 17:45 - 18:00 1 1 0 0 0 0 Left Through Right Left Through Right 16:00 - 16:15 0 4 0 0 13 0 16:15 - 16:30 0 6 1 0 5 0 16:30 - 16:45 0 9 0 0 27 0 16:45 - 17:00 0 5 1 0 19 0 17:00 - 17:15 1 2 0 2 9 0 17:15 - 17:30 0 5 3 0 3 0 17:30 - 17:45 0 4 1 0 3 0 17:45 - 18:00 0 5 2 0 3 0 0.0% 0.7% 1.8%0.0% Tuskawilla Rd. 3.9% SR 434 1.4% 16:45 - 17:45 2.4% 1.7% 1.1%2.5% 0.9% 0.9% SR 434 Westbound GMB Project #: Time Period Northbound Southbound Eastbound Roadway Count Summary GMB Engineers & Planners, Inc. Intersection Time Period Date Tuskawilla Rd. January 15, 2015 County Seminole Winter Springs Trucks City North / South East / West Peak Hour Time Period 429 & 16:00 to 18:00 15-007.01 Left Through Right Left Through Right 16:00 - 16:15 0 0 37 0 0 0 16:15 - 16:30 0 0 19 0 0 0 16:30 - 16:45 1 0 19 0 0 0 16:45 - 17:00 0 0 13 0 0 017:00 - 17:15 0 0 22 0 0 017:15 - 17:30 0 0 19 0 0 017:30 - 17:45 0 0 23 0 0 0 17:45 - 18:00 1 0 22 0 0 0 Left Through Right Left Through Right 16:00 - 16:15 0 0 0 1 0 0 16:15 - 16:30 0 0 0 2 0 1 16:30 - 16:45 0 0 1 1 0 1 16:45 - 17:00 0 0 0 1 0 1 17:00 - 17:15 0 0 0 3 0 117:15-17:30 000 00017:30-17:45 000 00017:45 - 18:00 0 0 0 1 0 3 000 2 Tuskawilla Rd. 0 SR 434 4 16:45 - 17:45 0 0 00077 Roadway Count Summary GMB Engineers & Planners, Inc. Intersection Time Period Date County Seminole Winter SpringsCity Northbound Westbound North / South East / West Peak Hour Time Period Time Period Tuskawilla Rd.SR 434 January 15, 2015 Southbound Eastbound GMB Project #: U-Turn & RTOR 430 431 All Vehicles 7:00 to 9:00 15-007.01 Left Through Right Left Through Right 7:00-7:15 000 1513 7:15-7:30 000 1102 7:30 - 7:45 0 0 0 13 0 11 7:45 - 8:00 0 0 0 13 0 10 8:00-8:15 000 1002 8:15 - 8:30 0 0 0 13 0 1 8:30-8:45 000 1100 8:45 - 9:00 0 0 0 8 0 3 000 94132 Left Through Right Left Through Right 7:00 - 7:15 20 176 0 0 230 34 7:15 - 7:30 3 277 0 0 250 3 7:30 - 7:45 7 251 0 0 271 2 7:45 - 8:00 8 264 0 0 319 1 8:00 - 8:15 5 275 0 0 283 0 8:15 - 8:30 2 246 0 0 270 48:30 - 8:45 7 265 0 0 270 1 8:45 - 9:00 1 185 0 1 222 0 53 1,939 0 1 2,115 45 25 0 47 6 Michael Blake Blvd 1,123 0 SR 434 7:15 - 8:15 23 1,067 0 000 Time Period Date Intersection Michael Blake Blvd January 15, 2015 Roadway Count Summary GMB Engineers & Planners, Inc. SouthboundNorthbound 2,291 WestboundEastbound North / South East / West Peak Hour Peak Hour Factor 0.93 Total Pk Hr Voume Time Period & Time Period GMB Project #: County Winter SpringsSeminoleCity SR 434 432 & 7:00 to 9:00 15-007.01 Left Through Right Left Through Right 7:00-7:15 000 0007:15-7:30 000 0007:30 - 7:45 0 0 0 0 0 0 7:45 - 8:00 0 0 0 0 0 0 8:00-8:15 000 000 8:15-8:30 000 000 8:30 - 8:45 0 0 0 0 0 0 8:45 - 9:00 0 0 0 0 0 0 Left Through Right Left Through Right 7:00 - 7:15 0 6 0 0 4 0 7:15 - 7:30 0 7 0 0 4 0 7:30 - 7:45 0 5 0 0 5 1 7:45 - 8:00 0 7 0 0 4 0 8:00 - 8:15 0 10 0 0 4 0 8:15 - 8:30 0 6 0 0 1 0 8:30 - 8:45 0 6 0 0 7 0 8:45 - 9:00 0 8 0 1 2 0 0.0% 0.0% 0.0%16.7% Michael Blake Blvd 1.5% SR 434 0.0% 7:15 - 8:15 0.0% 2.7% 0.0%0.0% 0.0% 0.0% SR 434 Westbound GMB Project #: Time Period Northbound Southbound Eastbound Roadway Count Summary GMB Engineers & Planners, Inc. Intersection Time Period Date Michael Blake Blvd January 15, 2015 County Seminole Winter Springs Trucks City North / South East / West Peak Hour Time Period 433 & 7:00 to 9:00 15-007.01 Left Through Right Left Through Right 7:00-7:15 000 000 7:15-7:30 000 000 7:30-7:45 000 000 7:45-8:00 000 0008:00-8:15 000 0008:15-8:30 000 0008:30-8:45 000 000 8:45-9:00 000 000 Left Through Right Left Through Right 7:00-7:15 300 000 7:15-7:30 100 000 7:30-7:45 200 000 7:45-8:00 100 000 8:00-8:15 300 0008:15-8:30 200 0008:30-8:45 600 0008:45-9:00 000 000 000 0 Michael Blake Blvd 0 SR 434 0 7:15 - 8:15 7 0 0 000 Roadway Count Summary GMB Engineers & Planners, Inc. Intersection Time Period Date County Seminole Winter SpringsCity Northbound Westbound North / South East / West Peak Hour Time Period Time Period Michael Blake Blvd SR 434 January 15, 2015 Southbound Eastbound GMB Project #: U-Turn & RTOR 434 All Vehicles 16:00 to 18:00 15-007.01 Left Through Right Left Through Right 16:00 - 16:15 0 0 0 2 0 0 16:15 - 16:30 0 0 0 3 0 1 16:30 - 16:45 0 0 0 5 0 0 16:45 - 17:00 0 0 0 1 0 3 17:00 - 17:15 0 0 0 5 0 1 17:15 - 17:30 0 0 0 1 0 0 17:30 - 17:45 0 0 0 2 0 2 17:45 - 18:00 0 0 0 6 0 1 000 2508 Left Through Right Left Through Right 16:00 - 16:15 8 249 0 0 218 5 16:15 - 16:30 4 218 0 0 216 10 16:30 - 16:45 11 261 0 0 230 9 16:45 - 17:00 13 254 0 0 247 13 17:00 - 17:15 11 276 1 0 272 3 17:15 - 17:30 12 344 0 0 282 717:30 - 17:45 11 331 0 0 313 9 17:45 - 18:00 18 258 0 0 261 9 88 2,191 1 0 2,039 65 4014 28 Michael Blake Blvd 1,128 0 SR 434 17:00 - 18:00 52 1,209 1 000 Time Period Date Intersection Michael Blake Blvd January 15, 2015 Roadway Count Summary GMB Engineers & Planners, Inc. SouthboundNorthbound 2,436 WestboundEastbound North / South East / West Peak Hour Peak Hour Factor 0.91 Total Pk Hr Voume Time Period & Time Period GMB Project #: County Winter SpringsSeminoleCity SR 434 435 & 16:00 to 18:00 15-007.01 Left Through Right Left Through Right 16:00 - 16:15 0 0 0 0 0 016:15 - 16:30 0 0 0 0 0 016:30 - 16:45 0 0 0 0 0 0 16:45 - 17:00 0 0 0 0 0 0 17:00 - 17:15 0 0 0 0 0 0 17:15 - 17:30 0 0 0 0 0 0 17:30 - 17:45 0 0 0 0 0 0 17:45 - 18:00 0 0 0 0 0 0 Left Through Right Left Through Right 16:00 - 16:15 0 2 0 0 7 0 16:15 - 16:30 0 3 0 0 2 0 16:30 - 16:45 0 5 0 0 8 0 16:45 - 17:00 0 0 0 0 5 0 17:00 - 17:15 0 2 0 0 1 0 17:15 - 17:30 0 3 0 0 0 0 17:30 - 17:45 0 2 0 0 0 0 17:45 - 18:00 0 3 0 0 1 0 0.0% 0.0% 0.0%0.0% Michael Blake Blvd 0.2% SR 434 0.0% 17:00 - 18:00 0.0% 0.8% 0.0%0.0% 0.0% 0.0% SR 434 Westbound GMB Project #: Time Period Northbound Southbound Eastbound Roadway Count Summary GMB Engineers & Planners, Inc. Intersection Time Period Date Michael Blake Blvd January 15, 2015 County Seminole Winter Springs Trucks City North / South East / West Peak Hour Time Period 436 & 16:00 to 18:00 15-007.01 Left Through Right Left Through Right 16:00-16:15 000 000 16:15-16:30 000 000 16:30-16:45 000 000 16:45-17:00 000 00017:00-17:15 000 00017:15-17:30 000 00017:30-17:45 000 000 17:45-18:00 000 000 Left Through Right Left Through Right 16:00-16:15 400 000 16:15-16:30 200 000 16:30-16:45 400 000 16:45-17:00 800 000 17:00-17:15 600 00017:15-17:30 300 00017:30-17:45 300 00017:45-18:00 600 000 000 0 Michael Blake Blvd 0 SR 434 0 17:00 - 18:00 18 0 0 000 Roadway Count Summary GMB Engineers & Planners, Inc. Intersection Time Period Date County Seminole Winter SpringsCity Northbound Westbound North / South East / West Peak Hour Time Period Time Period Michael Blake Blvd SR 434 January 15, 2015 Southbound Eastbound GMB Project #: U-Turn & RTOR 437 438 Name IP Direction WL ET ST EL WT NT Gate Channel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase/OL 1 2 3 4 5 6 7 8 9 10 11 12 2 4 6 8 Type VEH VEH VEH VEH VEH VEH VEH VEH OLP OLP OLP OLP PED PED PED PED Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 4 7 8 Min Grn 6 15 6 6 6 15 6 6 6 6 6 6 Passage 3 4 3 4 3 4 3 4 6 10 10 6 Max 1 15 70 50 65 15 70 65 50 65 65 65 65 Max 2 15 70 50 65 15 70 65 50 65 65 65 65 Yel Clr 4.8 4.9 4.8 3.4 4.9 4.9 3.4 4.8 4.8 3.4 3.4 4.8 Red Clr 2.6 2 3.9 4.1 2.4 2 4.1 3.9 3.9 4.1 4.1 3.9 Walk 7 7 7 7 7 7 Ped Clr 33 40 21 41 40 41 Red Rvrt 3 3 3 3 3 3 3 3 Added Init Max Initial Max3 Limit Max3 Step Time B-4 Cars B-4 Time to Reduce By Min Gap Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Assign 1 2 3 4 5 6 7 8 Enable X X X X X X X X Max2 Min ®X X Max Inh Max ®Cnf Ph 7 8 3 4 Ped ® Soft ®Assign 1 2 3 4 5 6 7 8 Lock Call X X X X X X Max2 Flash Ent X X Max Inh Flash Exit X X 7 8 3 4 Dual Entry X X X X X X Sim Gap X X Assign Cond Serv Max2 Reservice Max Inh Cnf Phase 7 8 3 4 Grn Yel Red Overlap - A 1 4.5 2 Overlap - B 2 4.5 2 Overlap - C 3 4.5 2 Overlap - D 4 4.5 2 Overlap - E 5 4.5 2 Overlap - F 6 4.5 2 Overlap - G 7 4.5 2 Overlap - H 8 4.5 2 Overlap - I 9 4.5 2 Overlap - J 10 4.5 2 Overlap - K 11 4.5 2 Overlap - L 12 4.5 2 Overlap - M 13 4.5 2 Overlap - N 14 4.5 2 Overlap - O 15 4.5 2 Overlap - P 16 4.5 2 X Enbl Trk Grn Min Dwl Pre Run 1 OFF Pre Run 2 OFF Pre Run 3 ON 3 8 1 5 Pre Run 4 ON 4 7 1 5 Pre Run 5 ON 2 5 2 6 Pre Run 6 ON 1 6 2 6 Seminole County Traffic Engineering Timing Sheet Intersection: SR 434 @ 35-Tuskawilla Rd #2392 SR434 Tuskawilla SR434 Tuskawilla 010.046.174.024 Mask 255.255.255.0 10.46.174.254 Port #5083 Com ID #1365Ph Mode STD8 Node #2392 Date 7-Feb-17 Done By EPrincipe Free Seq 9 Phase Times Alt Phase Times 1 Assign Min Grn Passage Max 1 Max 2 Yel Clr Red Clr Walk Ped Clr Alt Phase Times 2 Assign Min Grn Ped Clr Phase Options Alt Phase Opt 1 Passage Max 1 Max 2 Yel Clr Red Clr Walk Alt Phase Opt 2 Cnf Ph Alt Phase Opt 3 Cnf Ph Included Phase Modifier Phase NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL Track Phase Track Overlap Dwell Phase Dwell Overlap Exit Phase 1 2392 TS SR 434 @ Tuskawilla439 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Evt Hr Min Act Evnt Hr Min Act Split 1 27 67 58 28 18 76 28 58 Sun 1 99 Mon 1 99 Coord Ph X 2 10 8 2 6 30 1 Mode NON MAX NON NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT D 3 10 30 18 D 3 6 45 11 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 4 11 8 A 4 7 10 21 Split 2 18 49 33 30 18 49 30 33 Y 5 12 30 18 Y 5 7 30 1 Coord Ph X 6 13 8 6 9 30 2 Mode NON MAX NON NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT P 7 19 30 99 P 7 13 30 3 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L 8 L 8 14 15 13 Split 3 19 54 43 24 18 55 24 43 A 9 A 9 14 45 3 Coord Ph X N 10 N 10 16 4 Mode NON MAX NON NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT 11 11 19 5 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 12 2 12 20 30 99 Split 4 23 82 40 25 18 87 25 40 13 13 Coord Ph X 14 14 Mode NON MAX NON NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT 15 15 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Evt Hr Min Act Evt Hr Min Act Split 5 18 48 28 26 18 48 26 28 Tue 1 99 Wed 1 99 Coord Ph X 2 6 30 1 2 6 30 1 Mode NON MAX NON NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT D 3 6 45 11 D 3 6 45 11 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 4 7 10 21 A 4 7 10 21 Split 6 18 49 28 25 18 49 25 28 Y 5 7 30 1 Y 5 7 30 1 Coord Ph X 6 9 30 2 6 9 30 2 Mode NON MAX NON NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT P 7 13 30 3 P 7 13 15 13 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L 8 14 15 13 L 8 13 45 3 Split 7 A 9 14 45 3 A 9 16 4 Coord Ph X N 10 16 4 N 10 19 5 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 11 19 5 11 20 30 99 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 12 20 30 99 4 12 Split 8 18 49 28 25 18 49 25 28 13 13 Coord Ph X 14 14 Mode NON MAX NON NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT 15 15 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Evt Hr Min Act Evt Hr Min Act Split 9 Thur 1 99 Fri 1 99 Coord Ph X 2 6 30 1 2 6 30 1 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT D 3 6 45 11 D 3 6 45 11 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 4 7 10 21 A 4 7 10 21 Split 10 Y 5 7 30 1 Y 5 7 30 1 Coord Ph X 6 9 30 2 6 9 30 2 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT P 7 13 30 3 P 7 13 30 3 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L 8 14 15 13 L 8 14 15 13 Split 11 23 45 78 34 20 48 34 78 A 9 14 45 3 A 9 14 45 3 Coord Ph X N 10 16 4 N 10 16 4 Mode NON MAX NON NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT 11 19 5 11 19 5 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 5 12 20 30 99 6 12 20 30 99 Split 12 13 13 Coord Ph X 14 14 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 15 15 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Evt Hr Min Act Evt Hr Min Act Split 13 20 42 30 48 18 44 48 30 Sat 1 99 Spc 1 99 Coord Ph X 2 8 6 Plan 2 6 30 1 Mode NON MAX NON NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT D 3 20 99 D 3 6 45 11 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 4 A 4 7 10 21 Split 14 Y 5 Y 5 7 30 1 Coord Ph X 6 6 9 30 2 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT P 7 P 7 11 15 13 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L 8 L 8 12 2 Split 15 A 9 A 9 13 30 3 Coord Ph X N 10 N 10 16 4 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 11 11 19 5 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 7 12 8 12 20 30 99 Split 16 13 13 Coord Ph X 14 14 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 15 15 Coordination Splits 1-16 Day Plans 1-8 2 2392 TS SR 434 @ Tuskawilla440 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Evt Hr Min Act Evt Hr Min Act Split 17 Spc 1 Spc 1 Coord Ph X Plan 2 Plan 2 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT D 3 D 3 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 4 A 4 Split 18 18 34 28 40 18 34 40 28 Y 5 Y 5 Coord Ph X 6 6 Mode NON MAX NON NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT P 7 P 7 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L 8 L 8 Split 19 A 9 A 9 Coord Ph X N 10 N 10 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 11 11 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 9 12 10 12 Split 20 13 13 Coord Ph X 14 14 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 15 15 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Evt Hr Min Act Evt Hr Min Act Split 21 20 49 55 56 20 49 55 56 Spc 1 Spc 1 Coord Ph X Plan 2 Plan 2 Mode NON MAX NON NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT D 3 D 3 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 4 A 4 Split 22 Y 5 Y 5 Coord Ph X 6 6 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT P 7 P 7 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L 8 L 8 Split 23 A 9 A 9 Coord Ph X N 10 N 10 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 11 11 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 11 12 12 12 Split 24 13 13 Coord Ph X OFF 14 14 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 15 15 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Evt Hr Min Act Evt Hr Min Act Split 25 Spc 1 Spc 1 Coord Ph X Plan 2 Plan 2 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT D 3 D 3 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 4 A 4 Split 26 Y 5 Y 5 Coord Ph X 6 6 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT P 7 P 7 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L 8 L 8 Split 27 A 9 A 9 Coord Ph X N 10 N 10 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 11 11 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 13 12 14 12 Split 28 13 13 Coord Ph X 14 14 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 15 15 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Evt Hr Min Act Evt Hr Min Act Split 29 Spc 1 Spc 1 Coord Ph X Plan 2 Plan 2 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT D 3 D 3 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 4 A 4 Split 30 Y 5 Y 5 Coord Ph X 6 6 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT P 7 P 7 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L 8 L 8 Split 31 A 9 A 9 Coord Ph X N 10 N 10 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 11 11 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 15 12 16 12 Split 32 13 13 Coord Ph X 14 14 Mode NON MAXNON NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 15 15 Coordination Splits 17-32 Day Plans 9-16 3 2392 TS SR 434 @ Tuskawilla441 on Act C O SP Seq TM OPT Det CIR Sh Lng No S No S Yld Mx2 Flt R Hld In1 In2 In3 In4 In5 In6 In7 In8 YINH Pattern - 1 1 180 176 1 5 1 12 22 X Pattern - 2 2 130 80 2 9 1 12 22 X Pattern - 3 3 140 92 3 9 1 12 22 X Pattern - 4 4 170 77 4 5 2 12 22 X X Pattern - 5 5 120 11 5 9 1 12 22 X Pattern - 6 6 120 41 6 9 1 12 22 X Pattern - 7 7 7 9 1 12 22 X Pattern - 8 8 120 41 8 9 1 12 22 X Pattern - 9 9 9 9 1 12 22 X Pattern - 10 10 10 9 1 12 22 X Pattern - 11 11 180 147 11 5 1 1 12 22 X Pattern - 12 12 12 9 1 12 22 X Pattern - 13 13 140 92 13 9 2 12 22 X X Pattern - 14 14 14 9 1 12 22 X Pattern - 15 15 15 9 1 12 22 X Pattern - 16 16 16 9 1 12 22 X Pattern - 17 17 17 9 1 12 22 X Pattern - 18 18 120 41 18 9 1 12 22 X Pattern - 19 19 19 9 1 12 22 X Pattern - 20 20 20 9 1 12 22 X Pattern - 21 21 180 176 21 9 1 1 12 22 X Pattern - 22 22 22 9 1 12 22 X Pattern - 23 23 23 9 1 12 22 X Pattern - 24 24 24 9 1 12 22 X Pattern - 25 25 25 9 1 12 22 X Pattern - 26 26 26 9 1 12 22 X Pattern - 27 27 27 9 1 12 22 X Pattern - 28 28 28 9 1 12 22 X Pattern - 29 29 29 9 1 12 22 X Pattern - 30 30 30 9 1 12 22 X Pattern - 31 31 31 9 1 12 22 X Pattern - 32 32 32 9 1 12 22 X Pattern - 33 33 32 9 1 1 Pattern - 34 34 9 Pattern - 35 35 9 Pattern - 36 36 9 Pattern - 37 37 9 Pattern - 38 38 9 Pattern - 39 39 9 Pattern - 40 40 9 Pattern - 41 41 9 Pattern - 42 42 9 Pattern - 43 43 9 Pattern - 44 44 9 Pattern - 45 45 9 Pattern - 46 46 9 Pattern - 47 47 9 Pattern - 48 48 9 Det Call Swt Dly Lck Src Det Call Swt Dly Lck Src Det Call Swt Dly Lck Src Det Call Swt Dly Lck Src Detector 1 1 6 17 33 49 Detector 2 2 18 34 50 Detector 3 2 19 35 51 Detector 4 4 20 36 52 Detector 5 4 21 37 53 Detector 6 5 2 22 38 54 Detector 7 6 23 39 55 Detector 8 6 24 40 56 Detector 9 6 25 41 57 Detector 10 6 26 42 58 Detector 11 8 27 43 59 Detector 12 8 28 44 60 Detector 13 8 29 45 61 Detector 14 30 46 62 Detector 15 31 47 63 Detector 16 32 48 64 4 2392 TS SR 434 @ Tuskawilla442 P6 P6 6 1 P6 P6 P8 P4 W E 5 6 4 1 2 2R 8 5 P2 P2 P8 P4 2 P2 P2 1 2 3 4 5 6 8 7 P6 P6 6 1 P6 P6 P4 P8 5 6 4 1 2 2R 8 5 P2 P2 P4 P8 2 P2 P2 1 2 4 3 5 6 7 8Ring 2 Ring 1 Ring 2 Tuskawilla Rd S.R. 434 Seq 9 Ring 1 N Tuskawilla Rd S.R. 434 S Cabinet Seq 5 Intersection Notes T.O.D Notes Intersection set as concurent sides. But operates as Q-Seq due to Intersection re-timed January 2017. set up of controller (phases enabled and conflicting phases).Patterns 11,13 & 21 are used for High School AM rush with Alt Time Plan 1. Phases 1 + 5 are 5-sect. and Det. Switched.Alt Time Plan 1 to allow higher extend times to phase 4 for PM school 2R hardwired to Phase 8.rush time. 5 2392 TS SR 434 @ Tuskawilla443 Name IP Direction WL ET ST EL WT SL NT Gate Channel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase/OL 1 2 3 4 5 6 7 8 1 2 3 4 2 4 6 8 Type VEH VEH VEH VEH VEH VEH VEH VEH OLP OLP OLP OLP PED PED PED PED Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Min Grn 6 15 8 6 15 6 8 Passage 3 5 3 3 5 3 3 Max 1 30 70 25 30 70 20 20 Max 2 30 70 20 30 70 20 20 Yel Clr 4.8 4.8 3.4 4.8 4.8 3.4 3.4 Red Clr 2.3 2 3.8 2.4 2 2.9 3.8 Walk 7 7 7 7 Ped Clr 19 32 19 31 Red Rvrt 3 3 3 3 3 3 3 Added Init Max Initial Max3 Limit Max3 Step Time B-4 Cars B-4 Time to Reduce By Min Gap Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Assign 1 2 4 5 6 7 8 Enable X X X X X X X Max2 Min ®X X Max Inh Max ®Cnf Ph Ped ® Soft ®Assign 1 2 4 5 6 7 8 Lock Call X X X X Max2 Flash Ent X X Max Inh Flash Exit X X Dual Entry X X X X Sim Gap X X Assign Cond Serv Max2 Reservice Max Inh Cnf Phase Grn Yel Red Overlap - A 1 4.5 2 Overlap - B 2 4.5 2 Overlap - C 3 4.5 2 Overlap - D 4 4.5 2 Overlap - E 5 4.5 2 Overlap - F 6 4.5 2 Overlap - G 7 4.5 2 Overlap - H 8 4.5 2 Overlap - I 9 4.5 2 Overlap - J 10 4.5 2 Overlap - K 11 4.5 2 Overlap - L 12 4.5 2 Overlap - M 13 4.5 2 Overlap - N 14 4.5 2 Overlap - O 15 4.5 2 Overlap - P 16 4.5 2 X Enbl Trk Grn Min Dwl Pre Run 1 OFF Pre Run 2 OFF Pre Run 3 ON 8 4 8 Pre Run 4 ON 4 7 4 8 Pre Run 5 ON 2 5 2 6 Pre Run 6 ON 1 6 2 6 Seminole County Traffic Engineering Timing Sheet Intersection: SR 434 @ 34-Doran Dr #12076 SR 434 Bear Spgs SR 434 Bear Spgs 010.046.174.022 Mask 255.255.255.0 10.46.174.254 Port #5082 Com ID #1360Ph Mode STD8 Node #12076 Date 7-Feb-17 Done By EPrincipe Free Seq 1 Phase Times Alt Phase Times 1 Assign Min Grn Passage Max 1 Max 2 Yel Clr Red Clr Walk Ped Clr Alt Phase Times 2 Assign Min Grn Ped Clr Phase Options Alt Phase Opt 1 Passage Max 1 Max 2 Yel Clr Red Clr Walk Alt Phase Opt 2 Cnf Ph Alt Phase Opt 3 Cnf Ph Included Phase Modifier Phase NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL NORMAL Track Phase Track Overlap Dwell Phase Dwell Overlap Exit Phase 1 12076 TS SR 434 @ Doran444 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Evt Hr Min Act Evnt Hr Min Act Split 1 18 117 45 18 117 18 27 Sun 1 99 Mon 1 99 Coord Ph X 2 10 8 2 6 30 1 Mode NON MAX OMT NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT D 3 19 30 99 D 3 9 30 2 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 4 A 4 13 30 3 Split 2 18 75 37 20 73 18 19 Y 5 Y 5 14 20 13 Coord Ph X 6 6 14 45 3 Mode NON MAX OMT NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT P 7 P 7 15 15 13 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L 8 L 8 15 45 3 Split 3 18 85 37 19 84 18 19 A 9 A 9 16 4 Coord Ph X N 10 N 10 19 5 Mode NON MAX OMT NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT 11 11 20 30 99 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 12 2 12 Split 4 18 115 37 24 109 18 19 13 13 Coord Ph X 14 14 Mode NON MAX OMT NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT 15 15 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Evt Hr Min Act Evt Hr Min Act Split 5 20 63 37 20 63 18 19 Tue 1 99 Wed 1 99 Coord Ph X 2 6 30 1 2 6 30 1 Mode NON MAX OMT NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT D 3 9 30 2 D 3 9 30 2 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 4 13 30 3 A 4 13 15 3 Split 6 18 65 37 19 64 18 19 Y 5 14 20 13 Y 5 14 20 13 Coord Ph X 6 14 45 3 6 14 45 3 Mode NON MAX OMT NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT P 7 15 15 13 P 7 15 15 13 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L 8 15 45 3 L 8 15 45 3 Split 7 A 9 16 4 A 9 16 4 Coord Ph X N 10 19 5 N 10 19 5 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 11 20 30 99 11 20 30 99 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 12 4 12 Split 8 18 65 37 19 64 18 19 13 13 Coord Ph X 14 14 Mode NON MAX OMT NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT 15 15 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Evt Hr Min Act Evt Hr Min Act Split 9 Thur 1 99 Fri 1 99 Coord Ph X 2 6 30 1 2 6 30 1 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT D 3 9 30 2 D 3 9 30 2 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 4 13 30 3 A 4 13 30 3 Split 10 Y 5 14 20 13 Y 5 14 20 13 Coord Ph X 6 14 45 3 6 14 45 3 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT P 7 15 15 13 P 7 15 15 13 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L 8 15 45 3 L 8 15 45 3 Split 11 A 9 16 4 A 9 16 4 Coord Ph X N 10 19 5 N 10 19 5 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 11 20 30 99 11 20 30 99 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 5 12 6 12 Split 12 13 13 Coord Ph X 14 14 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 15 15 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Evt Hr Min Act Evt Hr Min Act Split 13 18 85 37 19 84 18 19 Sat 1 99 Spc 1 Coord Ph X 2 8 6 Plan 2 Mode NON MAX OMT NON NON MAX NON NON OMT OMTOMT OMTOMT OMT OMTOMT D 3 20 99 D 3 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 4 A 4 Split 14 Y 5 Y 5 Coord Ph X 6 6 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT P 7 P 7 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L 8 L 8 Split 15 A 9 A 9 Coord Ph X N 10 N 10 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 11 11 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 7 12 8 12 Split 16 13 13 Coord Ph X 14 14 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 15 15 Coordination Splits 1-16 Day Plans 1-8 2 12076 TS SR 434 @ Doran445 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Evt Hr Min Act Evt Hr Min Act Split 17 Spc 1 Spc 1 Coord Ph X Plan 2 Plan 2 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT D 3 D 3 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 4 A 4 Split 18 Y 5 Y 5 Coord Ph X 6 6 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT P 7 P 7 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L 8 L 8 Split 19 A 9 A 9 Coord Ph X N 10 N 10 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 11 11 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 9 12 10 12 Split 20 13 13 Coord Ph X 14 14 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 15 15 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Evt Hr Min Act Evt Hr Min Act Split 21 Spc 1 Spc 1 Coord Ph X Plan 2 Plan 2 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT D 3 D 3 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 4 A 4 Split 22 Y 5 Y 5 Coord Ph X 6 6 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT P 7 P 7 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L 8 L 8 Split 23 A 9 A 9 Coord Ph X N 10 N 10 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 11 11 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 11 12 12 12 Split 24 13 13 Coord Ph X OFF 14 14 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 15 15 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Evt Hr Min Act Evt Hr Min Act Split 25 Spc 1 Spc 1 Coord Ph X Plan 2 Plan 2 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT D 3 D 3 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 4 A 4 Split 26 Y 5 Y 5 Coord Ph X 6 6 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT P 7 P 7 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L 8 L 8 Split 27 A 9 A 9 Coord Ph X N 10 N 10 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 11 11 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 13 12 14 12 Split 28 13 13 Coord Ph X 14 14 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 15 15 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Evt Hr Min Act Evt Hr Min Act Split 29 Spc 1 Spc 1 Coord Ph X Plan 2 Plan 2 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT D 3 D 3 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 4 A 4 Split 30 Y 5 Y 5 Coord Ph X 6 6 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT P 7 P 7 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 L 8 L 8 Split 31 A 9 A 9 Coord Ph X N 10 N 10 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 11 11 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 15 12 16 12 Split 32 13 13 Coord Ph X 14 14 Mode NON MAXOMT NONNONMAX NONNON OMT OMTOMT OMTOMT OMT OMTOMT 15 15 Coordination Splits 17-32 Day Plans 9-16 3 12076 TS SR 434 @ Doran446 on Act C O SP Seq TM OPT Det CIR Sh Lng No S No S Yld Mx2 Flt R Hld In1 In2 In3 In4 In5 In6 In7 In8 YINH Pattern - 1 1 180 57 1 1 1 12 22 X Pattern - 2 2 130 92 2 1 1 12 22 X Pattern - 3 3 140 109 3 1 2 12 22 X X Pattern - 4 4 170 114 4 1 1 12 22 X Pattern - 5 5 120 12 5 1 1 12 22 X Pattern - 6 6 120 52 6 1 1 12 22 X Pattern - 7 7 7 1 1 12 22 X Pattern - 8 8 120 52 8 1 1 12 22 X Pattern - 9 9 9 1 1 12 22 X Pattern - 10 10 10 1 1 12 22 X Pattern - 11 11 11 1 1 12 22 X Pattern - 12 12 12 1 1 12 22 X Pattern - 13 13 140 102 13 1 1 12 22 X Pattern - 14 14 14 1 1 12 22 X Pattern - 15 15 15 1 1 12 22 X Pattern - 16 16 16 1 1 12 22 X Pattern - 17 17 17 1 1 12 22 X Pattern - 18 18 18 1 1 12 22 X Pattern - 19 19 19 1 1 12 22 X Pattern - 20 20 20 1 1 12 22 X Pattern - 21 21 21 1 1 12 22 X Pattern - 22 22 22 1 1 12 22 X Pattern - 23 23 23 1 1 12 22 X Pattern - 24 24 24 1 1 12 22 X Pattern - 25 25 25 1 1 12 22 X Pattern - 26 26 26 1 1 12 22 X Pattern - 27 27 27 1 1 12 22 X Pattern - 28 28 28 1 1 12 22 X Pattern - 29 29 29 1 1 12 22 X Pattern - 30 30 30 1 1 12 22 X Pattern - 31 31 31 1 1 12 22 X Pattern - 32 32 32 1 1 12 22 X Pattern - 33 33 1 Pattern - 34 34 1 Pattern - 35 35 1 Pattern - 36 36 1 Pattern - 37 37 1 Pattern - 38 38 1 Pattern - 39 39 1 Pattern - 40 40 1 Pattern - 41 41 1 Pattern - 42 42 1 Pattern - 43 43 1 Pattern - 44 44 1 Pattern - 45 45 1 Pattern - 46 46 1 Pattern - 47 47 1 Pattern - 48 48 1 Det Call Swt Dly Lck Src Det Call Swt Dly Lck Src Det Call Swt Dly Lck Src Det Call Swt Dly Lck Src Detector 1 1 6 17 33 4 13 49 Detector 2 2 18 34 50 Detector 3 2 19 35 51 Detector 4 2 20 36 52 Detector 5 2 21 37 53 Detector 6 8 22 38 54 Detector 7 4 8 23 39 55 Detector 8 5 2 24 40 56 Detector 9 6 25 41 57 Detector 10 6 26 42 58 Detector 11 6 27 43 59 Detector 12 6 28 44 60 Detector 13 7 29 45 61 Detector 14 8 8 30 46 62 Detector 15 31 47 63 Detector 16 32 48 64 4 12076 TS SR 434 @ Doran447 P6 P6 P4 6 4 7 1 P6 P6 5 6 P4 W E P4 P8 1 2 4 5 P2 P2 8 2 P4 P8 P2 P2 1 2 3 4 5 6 7 8 Ring 1 Ring 2 Bear Springs Dr. Mc Leod's Way N SR 434 S Cabinet Seq 1 Intersection Notes T.O.D Notes Intersection set up with concurent sides.Intersection re-timed January 2017. Phases 1 & 5 are 5_sec and use Det switching. Phase 7 extended with sourcing if no call on 8. 5 12076 TS SR 434 @ Doran448 APPENDIX C Synchro Capacity Analysis Worksheets Existing Conditions 449 Lanes, Volumes, Timings Existing Traffic Volumes 14: SR 434 & Doran Dr A.M. Peak Hour TPD, Inc.Synchro 9 Report 04/10/2017 Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 1194 3 5 1415 16 16 0 14 9 0 8 Future Volume (vph) 7 1194 3 5 1415 16 16 0 14 9 0 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 330 0 365 0 0 0 0 0 Storage Lanes 1 0 1 0 0 1 0 1 Taper Length (ft) 50 50 25 25 Satd. Flow (prot) 1805 3505 0 1805 3499 0 0 1805 1615 0 1626 1429 Flt Permitted 0.155 0.207 0.752 0.746 Satd. Flow (perm) 294 3505 0 393 3499 0 0 1429 1615 0 1277 1429 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 105 67 Link Speed (mph) 45 45 25 25 Link Distance (ft) 1139 1456 348 488 Travel Time (s) 17.3 22.1 9.5 13.3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 3% 0% 0% 3% 0% 0% 0% 0% 11% 0% 13% Shared Lane Traffic (%) Lane Group Flow (vph) 7 1260 0 5 1506 0 0 17 15 0 9 8 Turn Type pm+pt NA pm+pt NA Perm NA Perm pm+pt NA Perm Protected Phases 5 2 1 6 8 7 4 Permitted Phases 2 6 8 8 4 4 Total Split (s) 18.0 117.0 18.0 117.0 27.0 27.0 27.0 18.0 45.0 45.0 Total Lost Time (s) 7.2 6.8 7.1 6.8 7.2 7.2 7.2 7.2 Act Effct Green (s) 161.6 163.5 161.7 163.5 8.7 8.7 8.7 8.7 Actuated g/C Ratio 0.90 0.91 0.90 0.91 0.05 0.05 0.05 0.05 v/c Ratio 0.02 0.40 0.01 0.47 0.25 0.08 0.15 0.06 Control Delay 1.9 2.9 1.2 6.7 91.1 0.9 87.1 0.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 1.9 2.9 1.2 6.7 91.1 0.9 87.1 0.9 LOS AA AA FA FA Approach Delay 2.8 6.7 48.8 46.5 Approach LOS A A D D Queue Length 50th (ft) 1 115 1 578 20 0 10 0 Queue Length 95th (ft) 3 259 m1 690 49 0 33 0 Internal Link Dist (ft) 1059 1376 268 408 Turn Bay Length (ft) 330 365 Base Capacity (vph) 356 3184 440 3178 157 271 268 353 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.02 0.40 0.01 0.47 0.11 0.06 0.03 0.02 Intersection Summary Area Type: Other Cycle Length: 180 Actuated Cycle Length: 180 Offset: 57 (32%), Referenced to phase 2:EBTL, Start of Green Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.47 Intersection Signal Delay: 5.7 Intersection LOS: A Intersection Capacity Utilization 70.6% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 14: SR 434 & Doran Dr 450 Lanes, Volumes, Timings Existing Traffic Volumes 8: Tuskawilla Rd & SR 434 A.M. Peak Hour TPD, Inc.Synchro 9 Report 04/10/2017 Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 44 882 438 149 952 34 520 72 132 62 75 2 Future Volume (vph) 44 882 438 149 952 34 520 72 132 62 75 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 315 450 370 0 525 0 150 0 Storage Lanes 1 1 2 0 1 0 1 0 Taper Length (ft) 50 50 100 50 Satd. Flow (prot) 1719 3505 1599 1787 3520 0 3400 1716 0 1752 1874 0 Flt Permitted 0.151 0.123 0.950 0.950 Satd. Flow (perm) 273 3505 1599 231 3520 0 3400 1716 0 1752 1874 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 456 2 50 1 Link Speed (mph) 45 45 45 30 Link Distance (ft) 1456 435 3056 544 Travel Time (s) 22.1 6.6 46.3 12.4 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 5% 3% 1% 1% 2% 3% 3% 0% 0% 3% 1% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 46 919 456 155 1027 0 542 213 0 65 80 0 Turn Type pm+pt NA custom pm+pt NA Split NA Split NA Protected Phases 5 2 1 6 8 8 4 4 Permitted Phases 2 8 6 Total Split (s) 20.0 49.0 56.0 20.0 49.0 56.0 56.0 55.0 55.0 Total Lost Time (s) 7.3 6.9 8.7 7.4 6.9 8.7 8.7 7.5 7.5 Act Effct Green (s) 71.9 63.9 53.1 86.1 74.9 53.1 53.1 15.9 15.9 Actuated g/C Ratio 0.40 0.36 0.30 0.48 0.42 0.30 0.30 0.09 0.09 v/c Ratio 0.26 0.74 0.58 0.61 0.70 0.54 0.39 0.42 0.48 Control Delay 42.9 63.0 6.6 41.9 48.2 54.1 38.1 85.1 86.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.9 63.0 6.6 41.9 48.2 54.1 38.1 85.1 86.1 LOS D E A D D D D F F Approach Delay 44.3 47.4 49.5 85.7 Approach LOS D D D F Queue Length 50th (ft) 31 537 62 100 526 283 156 74 91 Queue Length 95th (ft) 86 #812 186 #254 #922 282 196 127 149 Internal Link Dist (ft) 1376 355 2976 464 Turn Bay Length (ft) 315 450 370 525 150 Base Capacity (vph) 217 1244 810 253 1466 1054 566 462 495 Starvation Cap Reductn 00000 00 00 Spillback Cap Reductn 00000 00 00 Storage Cap Reductn 00000 00 00 Reduced v/c Ratio 0.21 0.74 0.56 0.61 0.70 0.51 0.38 0.14 0.16 Intersection Summary Area Type: Other Cycle Length: 180 Actuated Cycle Length: 180 Offset: 176 (98%), Referenced to phase 2:EBTL, Start of Green Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 48.2 Intersection LOS: D Intersection Capacity Utilization 77.9% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 8: Tuskawilla Rd & SR 434 451 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 6: SR 434 & Michael Blake Blvd A.M. Peak Hour TPD, Inc.Synchro 9 Report 04/10/2017 Page 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 23 1067 1123 6 47 25 Future Volume (Veh/h) 23 1067 1123 6 47 25 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 25 1147 1208 6 51 27 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised Raised Median storage veh) 1 1 Upstream signal (ft) 876 pX, platoon unblocked 0.77 vC, conflicting volume 1214 1834 607 vC1, stage 1 conf vol 1211 vC2, stage 2 conf vol 624 vCu, unblocked vol 1214 1490 607 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 96 74 94 cM capacity (veh/h) 582 198 444 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 Volume Total 25 574 574 805 409 78 Volume Left 25 000051 Volume Right 0000627 cSH 582 1700 1700 1700 1700 245 Volume to Capacity 0.04 0.34 0.34 0.47 0.24 0.32 Queue Length 95th (ft)3000033 Control Delay (s) 11.5 0.0 0.0 0.0 0.0 26.4 Lane LOS B D Approach Delay (s) 0.2 0.0 26.4 Approach LOS D Intersection Summary Average Delay 1.0 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 452 Lanes, Volumes, Timings Existing Traffic Volumes 14: SR 434 & Doran Dr P.M. Peak Hour TPD, Inc.Synchro 9 Report 04/10/2017 Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 11 1390 15 12 1290 77098234 Future Volume (vph) 11 1390 15 12 1290 77098234 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 330 0 365 0 0 0 0 0 Storage Lanes 1 0 1 0 0 1 0 1 Taper Length (ft) 50 50 25 25 Satd. Flow (prot) 1805 3499 0 1805 3502 0 0 1805 1615 0 1680 1429 Flt Permitted 0.180 0.157 0.751 0.764 Satd. Flow (perm) 342 3499 0 298 3502 0 0 1427 1615 0 1334 1429 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 1 110 70 Link Speed (mph) 45 45 25 25 Link Distance (ft) 1139 1456 348 488 Travel Time (s) 17.3 22.1 9.5 13.3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 3% 0% 0% 3% 0% 0% 0% 0% 11% 0% 13% Shared Lane Traffic (%) Lane Group Flow (vph) 12 1479 0 13 1365 007901036 Turn Type pm+pt NA pm+pt NA Perm NA Perm pm+pt NA Perm Protected Phases 5 2 1 6 8 7 4 Permitted Phases 2 6 8 8 4 4 Total Split (s) 24.0 115.0 18.0 109.0 19.0 19.0 19.0 18.0 37.0 37.0 Total Lost Time (s) 7.2 6.8 7.1 6.8 7.2 7.2 7.2 7.2 Act Effct Green (s) 147.7 147.1 147.8 147.0 8.1 8.1 8.1 8.1 Actuated g/C Ratio 0.87 0.87 0.87 0.86 0.05 0.05 0.05 0.05 v/c Ratio 0.03 0.49 0.04 0.45 0.10 0.05 0.16 0.27 Control Delay 1.8 4.6 2.8 4.8 80.9 0.6 83.6 5.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 1.8 4.6 2.8 4.8 80.9 0.6 83.6 5.3 LOS AA AA FA FA Approach Delay 4.6 4.8 35.7 22.3 Approach LOS A A D C Queue Length 50th (ft) 1 150 2 107 8 0 11 0 Queue Length 95th (ft) 4 316 m4 255 26 0 34 3 Internal Link Dist (ft) 1059 1376 268 408 Turn Bay Length (ft) 330 365 Base Capacity (vph) 447 3027 359 3028 99 214 233 308 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.03 0.49 0.04 0.45 0.07 0.04 0.04 0.12 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 170 Offset: 114 (67%), Referenced to phase 2:EBTL, Start of Green Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 5.1 Intersection LOS: A Intersection Capacity Utilization 69.9% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 14: SR 434 & Doran Dr 453 Lanes, Volumes, Timings Existing Traffic Volumes 8: Tuskawilla Rd & SR 434 P.M. Peak Hour TPD, Inc.Synchro 9 Report 04/10/2017 Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 41 949 469 145 882 83 481 109 112 113 135 0 Future Volume (vph) 41 949 469 145 882 83 481 109 112 113 135 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 315 450 370 0 525 0 150 0 Storage Lanes 1 1 2 0 1 0 1 0 Taper Length (ft) 50 50 100 50 Satd. Flow (prot) 1719 3505 1599 1787 3490 0 3400 1756 0 1752 1881 0 Flt Permitted 0.206 0.169 0.950 0.950 Satd. Flow (perm) 373 3505 1599 318 3490 0 3400 1756 0 1752 1881 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 463 8 27 Link Speed (mph) 45 45 45 30 Link Distance (ft) 1456 435 3056 544 Travel Time (s) 22.1 6.6 46.3 12.4 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 5% 3% 1% 1% 2% 3% 3% 0% 0% 3% 1% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 43 989 489 151 1005 0 501 231 0 118 141 0 Turn Type pm+pt NA custom pm+pt NA Split NA Split NA Protected Phases 5 2 1 6 8 8 4 4 Permitted Phases 2 8 6 Total Split (s) 18.0 82.0 40.0 23.0 87.0 40.0 40.0 25.0 25.0 Total Lost Time (s) 7.3 6.9 8.7 7.4 6.9 8.7 8.7 8.9 8.9 Act Effct Green (s) 86.9 79.9 30.7 97.3 87.4 30.7 30.7 15.4 15.4 Actuated g/C Ratio 0.51 0.47 0.18 0.57 0.51 0.18 0.18 0.09 0.09 v/c Ratio 0.17 0.60 0.73 0.53 0.56 0.82 0.68 0.75 0.83 Control Delay 17.9 33.0 19.9 23.6 30.5 78.6 68.3 102.4 110.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.9 33.0 19.9 23.6 30.5 78.6 68.3 102.4 110.4 LOS BCBCC EE FF Approach Delay 28.4 29.6 75.3 106.8 Approach LOS C C E F Queue Length 50th (ft) 20 336 98 76 412 279 215 130 157 Queue Length 95th (ft) 41 376 288 116 493 348 317 #224 #274 Internal Link Dist (ft) 1376 355 2976 464 Turn Bay Length (ft) 315 450 370 525 150 Base Capacity (vph) 282 1648 672 319 1798 626 345 165 178 Starvation Cap Reductn 00000 00 00 Spillback Cap Reductn 00000 00 00 Storage Cap Reductn 00000 00 00 Reduced v/c Ratio 0.15 0.60 0.73 0.47 0.56 0.80 0.67 0.72 0.79 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 170 Offset: 77 (45%), Referenced to phase 2:EBTL, Start of Green Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 43.7 Intersection LOS: D Intersection Capacity Utilization 81.7% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 8: Tuskawilla Rd & SR 434 454 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 6: SR 434 & Michael Blake Blvd P.M. Peak Hour TPD, Inc.Synchro 9 Report 04/10/2017 Page 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 52 1210 1128 28 14 4 Future Volume (Veh/h) 52 1210 1128 28 14 4 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 56 1301 1213 30 15 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised Raised Median storage veh) 1 1 Upstream signal (ft) 876 pX, platoon unblocked 0.79 vC, conflicting volume 1243 1990 622 vC1, stage 1 conf vol 1228 vC2, stage 2 conf vol 762 vCu, unblocked vol 1243 1727 622 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 90 92 99 cM capacity (veh/h) 567 179 435 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 Volume Total 56 650 650 809 434 19 Volume Left 56 000015 Volume Right 0000304 cSH 567 1700 1700 1700 1700 205 Volume to Capacity 0.10 0.38 0.38 0.48 0.26 0.09 Queue Length 95th (ft)800008 Control Delay (s) 12.0 0.0 0.0 0.0 0.0 24.4 Lane LOS B C Approach Delay (s) 0.5 0.0 24.4 Approach LOS C Intersection Summary Average Delay 0.4 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 455 APPENDIX D Model Distribution Plot 456 457 APPENDIX E Integra Winter Springs, Tuskawilla Crossings and Catalyst Apartments Traffic Volumes 458 49 1117+(60)=1177 552 97+(3)=100 1038+(73)=1111 171+(36)=207 566126131+(29)=1600158134+(3)=137SR 434 @Tuskawilla Rd 16 1422+(92)=1514 33+(1)=34 1327+(113)=1440517+(1)=18SR 434 @Michael Blake Blvd 3 1329+(93)=1422 64 1316+(113)=1429 72+(11)=83 3732+(9)=41SR 434 @Tuscora Dr SR 434 @Creek's Run Way/Project Access 1 1237+(142)=1379 121+(11)=132 1274+(115)=1389 199 127+(9)=13653SR 434 @Vistawilla Dr 139+(18)=157 1350+(70)=1420 147 870+(57)=927 507+(44)=515213SR 434 @SR 417 NB Ramps 1062+(88)=1150 333+(54)=387 1163+(87)=1250 26588+(13)=101130SR 434 @SR 417 SB Ramps (102) 1069 12 (62) 1082+(25)=1107 21 509(100)(0)(153)1079+(153)=1232 (62) 1102+(62)=1164 SR 434 @Project Access (RIRO)(25)Figure IV-2Project TrafficAssignment, PM Peak Project Site Intersections Analysis 0 1,500 3,000750Feet Background + (Project Trips) = Total Volume 459 52 1038+(52)=1090 516 40+(2)=42 1120+(43)=1163 175+(22)=197 61285155+(25)=18028872+(2)=74SR 434 @Tuskawilla Rd 27 1256+(80)=1136 7+(1)=8 1321+(68)=13892955+(1)=56SR 434 @Michael Blake Blvd 14 1243+(81)=1324 37 1317+(68)=1385 36+(7)=43 57110+(8)=118SR 434 @Tuscora Dr SR 434 @Creek's Run Way/Project Access 6 1293+(85)=1378 118+(7)=125 1146+(100)=1246 172 136+(8)=144152SR 434 @Vistawilla Dr 260+(11)=271 832+(42)=874 362 1181+(49)=1230 286+(38)=32449SR 434 @SR 417 NB Ramps 961+(53)=1014 562+(32)=594 1163+(87)=1250 26588+(13)=101130SR 434 @SR 417 SB Ramps (88) 1281 1 (54) 1297+(15)=1312 3 14023(60)(0)(92)1302+(92)=1394 (54) 1300+(54)=1354 SR 434 @Project Access (RIRO)(15)Figure IV-1Project TrafficAssignment, AM Peak Project Site Intersections Analysis 0 1,500 3,000750Feet Background + (Project Trips) = Total Volume 460 461 462 Projected A.M. Peak Hour Traffic Volumes Winter Springs Apartments 4531.1Project № Figure 6 NTS NCentral Winds DrSR 434 Heritage Park St142433130 1,180+(55)=1,235 25 222 926+(13)=939 45 343540Doran DrSR 43480917 1,472+(55)=1,527 5 7 1,242+(13)=1,255 3 17015Tuskawilla RdSR 4342+(9)=1178+(9)=876535 990+(46)=1,036 155+(17)=172 46+(2)=48 917+(11)=928 456 54175+(2)=77137+(4)=141Michael BlakeBlvdSR 434 SR 434 Tuscora Dr1,165+(6)=1,171 32 13 1,099+(24)=1,123 33 5097Perimeter Rd(3) 1,194+(51)=1,245 Tuskawilla RdTree Swallow Rd 14210(2)(9) 0 (18)49159(4)Legend: 000 + (000) = 000 Total Traffic Project Traffic Background Traffic26+(51)=7749+(24)=736+(3)=9 1,168+(3)=1,171 24+(15)=39 1,110(12)10 0 55 1,134+(15)=1,149 463 Projected P.M. Peak Hour Traffic Volumes Winter Springs Apartments 4531.1Project № Figure 7 NTS NCentral Winds DrSR 434 Heritage Park St1001157128 1,489+(29)=1,518 51 146 1,542+(54)=1,596 44 412750Doran DrSR 43435287 1,342+(29)=1,371 13 11 1,446+(54)=1,500 16 709Tuskawilla RdSR 4340140+(5)=145118+(5)=12386 917+(24)=941 151+(9)=160 43+(9)=52 987+(45)=1,032 488 500113+(9)=122117+(17)=134Michael BlakeBlvdSR 434 4+(27)=3115+(13)=2829+(12)=41 1,173+(12)=1,185 54+(62)=116 1,258 SR 434 Tuscora Dr1,163+(24)=1,187 65 3 1,175+(13)=1,188 57 3328Perimeter RdTuskawilla RdLegend: 000 + (000) = 000 Total Traffic Project Traffic Background Traffic (12) 1,177+(27)=1,204 41198(9)(5) 0 (10) 13 0 166 110181(18)(6)1,312+(62)=1,374 Tree Swallow Rd 464 APPENDIX F Synchro Capacity Analysis Worksheets Projected Conditions 465 Lanes, Volumes, Timings 14: SR 434 & Doran Dr 03/27/2019 Baseline Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 1391 3 5 1683 17 17 0 15 9 0 8 Future Volume (vph) 7 1391 3 5 1683 17 17 0 15 9 0 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 330 0 365 0 0 0 0 0 Storage Lanes 1 0 1 0 0 1 0 1 Taper Length (ft) 50 50 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.998 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 3505 0 1805 3499 0 0 1805 1615 0 1626 1429 Flt Permitted 0.107 0.161 0.752 0.746 Satd. Flow (perm) 203 3505 0 306 3499 0 0 1429 1615 0 1277 1429 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)1 105 67 Link Speed (mph) 45 45 25 25 Link Distance (ft) 1139 1456 348 488 Travel Time (s) 17.3 22.1 9.5 13.3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 3% 0% 0% 3% 0% 0% 0% 0% 11% 0% 13% Adj. Flow (vph) 7 1464 3 5 1772 18 18 0 16 9 0 8 Shared Lane Traffic (%) Lane Group Flow (vph) 7 1467 0 5 1790 0 0 18 16 0 9 8 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 45 45 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm NA Perm pm+pt NA Perm Protected Phases 5 2 1 6 8 7 4 466 Lanes, Volumes, Timings 14: SR 434 & Doran Dr 03/27/2019 Baseline Synchro 10 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 6 8 8 4 4 Detector Phase 5 2 1 6 8 8 8 7 4 4 Switch Phase Minimum Initial (s) 6.0 15.0 6.0 15.0 8.0 8.0 8.0 6.0 8.0 8.0 Minimum Split (s) 15.0 33.8 13.6 37.8 16.1 16.1 16.1 14.0 32.0 32.0 Total Split (s) 18.0 117.0 18.0 117.0 27.0 27.0 27.0 18.0 45.0 45.0 Total Split (%) 10.0% 65.0% 10.0% 65.0% 15.0% 15.0% 15.0% 10.0% 25.0% 25.0% Maximum Green (s) 10.8 110.2 10.9 110.2 19.8 19.8 19.8 11.7 37.8 37.8 Yellow Time (s) 4.8 4.8 4.8 4.8 3.4 3.4 3.4 3.4 3.4 3.4 All-Red Time (s) 2.4 2.0 2.3 2.0 3.8 3.8 3.8 2.9 3.8 3.8 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.2 6.8 7.1 6.8 7.2 7.2 7.2 7.2 Lead/Lag Lead Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 5.0 3.0 5.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None Max None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 19.0 19.0 31.0 31.0 31.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 158.5 159.1 158.6 159.0 8.7 8.7 8.7 8.7 Actuated g/C Ratio 0.88 0.88 0.88 0.88 0.05 0.05 0.05 0.05 v/c Ratio 0.03 0.47 0.02 0.58 0.26 0.09 0.15 0.06 Control Delay 2.0 3.7 1.8 4.7 91.6 1.0 86.9 0.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 2.0 3.7 1.8 4.7 91.6 1.0 86.9 0.9 LOS A A A A F A F A Approach Delay 3.7 4.7 49.0 46.4 Approach LOS A A D D 90th %ile Green (s) 6.0 142.2 6.0 142.1 10.7 10.7 10.7 0.0 10.7 10.7 90th %ile Term Code Min Coord Min Coord Gap Gap Gap Skip Hold Hold 70th %ile Green (s) 0.0 157.1 0.0 157.1 8.9 8.9 8.9 0.0 8.9 8.9 70th %ile Term Code Skip Coord Skip Coord Gap Gap Gap Skip Hold Hold 50th %ile Green (s) 0.0 158.0 0.0 158.0 8.0 8.0 8.0 0.0 8.0 8.0 50th %ile Term Code Skip Coord Skip Coord Min Min Min Skip Min Min 30th %ile Green (s) 0.0 158.0 0.0 158.0 8.0 8.0 8.0 0.0 8.0 8.0 30th %ile Term Code Skip Coord Skip Coord Min Min Min Skip Hold Hold 10th %ile Green (s) 0.0 173.2 0.0 173.2 0.0 0.0 0.0 0.0 0.0 0.0 10th %ile Term Code Skip Coord Skip Coord Skip Skip Skip Skip Skip Skip Queue Length 50th (ft) 1 147 1 214 21 0 10 0 Queue Length 95th (ft) 3 332 3 480 51 0 33 0 Internal Link Dist (ft) 1059 1376 268 408 Turn Bay Length (ft) 330 365 Base Capacity (vph) 275 3097 361 3091 157 271 268 353 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.03 0.47 0.01 0.58 0.11 0.06 0.03 0.02 Intersection Summary 467 Lanes, Volumes, Timings 14: SR 434 & Doran Dr 03/27/2019 Baseline Synchro 10 Report Page 3 Area Type: Other Cycle Length: 180 Actuated Cycle Length: 180 Offset: 57 (32%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.58 Intersection Signal Delay: 4.9 Intersection LOS: A Intersection Capacity Utilization 78.1% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 14: SR 434 & Doran Dr 468 Lanes, Volumes, Timings 8: Tuskawilla Rd & SR 434 03/28/2019 Baseline Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 48 1056 464 221 1171 37 563 94 205 67 104 11 Future Volume (vph) 48 1056 464 221 1171 37 563 94 205 67 104 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 315 450 370 0 525 0 150 0 Storage Lanes 1 1 2 0 1 0 1 0 Taper Length (ft) 50 50 100 50 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.995 0.897 0.986 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1719 3505 1599 1787 3520 0 3400 1704 0 1752 1857 0 Flt Permitted 0.103 0.057 0.950 0.950 Satd. Flow (perm) 186 3505 1599 107 3520 0 3400 1704 0 1752 1857 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 464 2 61 2 Link Speed (mph) 45 45 45 30 Link Distance (ft) 1456 435 3056 544 Travel Time (s) 22.1 6.6 46.3 12.4 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 5% 3% 1% 1% 2% 3% 3% 0% 0% 3% 1% 0% Adj. Flow (vph) 50 1100 483 230 1220 39 586 98 214 70 108 11 Shared Lane Traffic (%) Lane Group Flow (vph) 50 1100 483 230 1259 0 586 312 0 70 119 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 45 32 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 2 1 2 Detector Template Left Thru Right Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA Perm pm+pt NA Split NA Split NA Protected Phases 5 2 1 6 8 8 4 4 469 Lanes, Volumes, Timings 8: Tuskawilla Rd & SR 434 03/28/2019 Baseline Synchro 10 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 2 6 Detector Phase 5 2 2 1 6 8 8 4 4 Switch Phase Minimum Initial (s) 6.0 15.0 15.0 6.0 15.0 6.0 6.0 6.0 6.0 Minimum Split (s) 13.3 45.0 45.0 13.8 34.9 60.0 60.0 30.0 30.0 Total Split (s) 13.4 64.0 64.0 26.0 76.6 60.0 60.0 30.0 30.0 Total Split (%) 7.4% 35.6% 35.6% 14.4% 42.6% 33.3% 33.3% 16.7% 16.7% Maximum Green (s) 6.1 57.1 57.1 18.6 69.7 51.3 51.3 22.5 22.5 Yellow Time (s) 4.9 4.9 4.9 4.8 4.9 4.8 4.8 3.4 3.4 All-Red Time (s) 2.4 2.0 2.0 2.6 2.0 3.9 3.9 4.1 4.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.3 6.9 6.9 7.4 6.9 8.7 8.7 7.5 7.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 4.0 4.0 3.0 4.0 6.0 6.0 6.0 6.0 Recall Mode None C-Max C-Max None Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 33.0 33.0 21.0 41.0 41.0 40.0 40.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 68.8 62.3 62.3 92.9 81.8 44.6 44.6 18.9 18.9 Actuated g/C Ratio 0.38 0.35 0.35 0.52 0.45 0.25 0.25 0.10 0.10 v/c Ratio 0.38 0.91 0.56 0.83 0.79 0.70 0.67 0.38 0.61 Control Delay 41.4 70.1 12.1 75.0 48.1 65.7 55.2 80.3 88.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 41.4 70.1 12.1 75.0 48.1 65.7 55.2 80.3 88.5 LOS D E B E D E E F F Approach Delay 52.1 52.3 62.0 85.5 Approach LOS D D E F Queue Length 50th (ft) 29 627 16 214 695 326 272 78 134 Queue Length 95th (ft) 81 #826 269 #436 #856 378 372 134 206 Internal Link Dist (ft) 1376 355 2976 464 Turn Bay Length (ft) 315 450 370 525 150 Base Capacity (vph) 130 1212 856 276 1600 969 529 219 233 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.38 0.91 0.56 0.83 0.79 0.60 0.59 0.32 0.51 Intersection Summary Area Type: Other Cycle Length: 180 Actuated Cycle Length: 180 Offset: 176 (98%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 55.8 Intersection LOS: E Intersection Capacity Utilization 89.4% ICU Level of Service E Analysis Period (min) 15 470 Lanes, Volumes, Timings 8: Tuskawilla Rd & SR 434 03/28/2019 Baseline Synchro 10 Report Page 3 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 8: Tuskawilla Rd & SR 434 471 HCM 6th TWSC Projected Traffic Volumes 6: SR 434 & Michael Blake Blvd A.M. Peak Hour TPD, Inc.Synchro 9 Report 03/27/2019 Page 1 Intersection Int Delay, s/veh 1271.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 186 1154 4 12 1276 68 11 4 32 171 2 138 Future Vol, veh/h 186 1154 4 12 1276 68 11 4 32 171 2 138 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 330 - - 0 - - - - 0 - - 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 92 92 93 93 92 92 92 93 92 93 Heavy Vehicles, % 0 3 2 2 2 17 2 2 2 0 2 0 Mvmt Flow 200 1241 4 13 1372 73 12 4 35 184 2 148 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1445 0 0 1245 0 0 2356 3114 623 2458 3080 723 Stage 1 - - - - - - 1643 1643 - 1435 1435 - Stage 2 - - - - - - 713 1471 - 1023 1645 - Critical Hdwy 4.1 - - 4.14 - - 7.54 6.54 6.94 7.5 6.54 6.9 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.5 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.5 5.54 - Follow-up Hdwy 2.2 - - 2.22 - - 3.52 4.02 3.32 3.5 4.02 3.3 Pot Cap-1 Maneuver 475 - - 555 - - 19 11 429 ~ 16 12 373 Stage 1 - - - - - - 104 156 - ~ 143 197 - Stage 2 - - - - - - 389 190 - 256 156 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 475 - - 555 - - ~ 6 6 429 ~ 4 7 373 Mov Cap-2 Maneuver - - - - - - ~ 6 6 - ~ 4 7 - Stage 1 - - - - - - 60 90 - ~ 83 192 - Stage 2 - - - - - - 226 186 - ~ 130 90 - Approach EB WB NB SB HCM Control Delay, s 2.5 0.1 $ 625.9 $ 12396.4 HCM LOS F F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 6 429 475 - - 555 - - 4 373 HCM Lane V/C Ratio 2.717 0.081 0.421 - - 0.024 - - 46.511 0.398 HCM Control Delay (s) $ 1931.1 14.1 18 - - 11.6 - -$ 22266.9 20.9 HCM Lane LOS F B C - - B - - F C HCM 95th %tile Q(veh) 3.2 0.3 2.1 - - 0.1 - - 25.5 1.9 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 472 Lanes, Volumes, Timings 6: SR 434 & Michael Blake Blvd 03/27/2019 Baseline Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 186 1154 4 12 1276 68 11 4 32 171 2 138 Future Volume (vph) 186 1154 4 12 1276 68 11 4 32 171 2 138 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 330 0 0 0 0 0 0 100 Storage Lanes 1 0 1 0 0 1 0 1 Taper Length (ft) 50 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.992 0.850 0.850 Flt Protected 0.950 0.950 0.964 0.953 Satd. Flow (prot) 1805 3505 0 1770 3485 0 0 1796 1583 0 1810 1615 Flt Permitted 0.044 0.163 0.810 0.717 Satd. Flow (perm) 84 3505 0 304 3485 0 0 1509 1583 0 1362 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)4 91 92 Link Speed (mph) 50 50 30 25 Link Distance (ft) 441 1255 478 597 Travel Time (s) 6.0 17.1 10.9 16.3 Peak Hour Factor 0.93 0.93 0.92 0.92 0.93 0.93 0.92 0.92 0.92 0.93 0.92 0.93 Heavy Vehicles (%) 0% 3% 2% 2% 2% 17% 2% 2% 2% 0% 2% 0% Adj. Flow (vph) 200 1241 4 13 1372 73 12 4 35 184 2 148 Shared Lane Traffic (%) Lane Group Flow (vph) 200 1245 0 13 1445 0 0 16 35 0 186 148 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 32 32 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 5 2 1 6 3 8 7 4 473 Lanes, Volumes, Timings 6: SR 434 & Michael Blake Blvd 03/27/2019 Baseline Synchro 10 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 6 8 8 4 4 Detector Phase 5 2 1 6 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 6.0 15.0 6.0 15.0 6.0 6.0 6.0 6.0 6.0 6.0 Minimum Split (s) 12.0 22.0 12.0 22.0 12.0 22.0 22.0 22.0 22.0 22.0 Total Split (s) 29.0 86.0 29.0 86.0 35.0 30.0 30.0 35.0 30.0 30.0 Total Split (%) 16.1% 47.8% 16.1% 47.8% 19.4% 16.7% 16.7% 19.4% 16.7% 16.7% Maximum Green (s) 23.0 80.0 23.0 80.0 29.0 24.0 24.0 29.0 24.0 24.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None Max None None None None Max Max Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 109.0 104.0 90.1 83.9 59.0 59.0 59.0 59.0 Actuated g/C Ratio 0.61 0.58 0.50 0.47 0.33 0.33 0.33 0.33 v/c Ratio 0.86 0.62 0.06 0.89 0.03 0.06 0.42 0.25 Control Delay 83.4 27.3 16.2 52.1 41.5 0.2 50.7 18.2 Queue Delay 0.0 1.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 83.4 28.5 16.2 52.1 41.5 0.2 50.7 18.2 LOS F C B D D A D B Approach Delay 36.1 51.7 13.2 36.3 Approach LOS D D B D Intersection Summary Area Type: Other Cycle Length: 180 Actuated Cycle Length: 180 Offset: 0 (0%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.89 Intersection Signal Delay: 42.7 Intersection LOS: D Intersection Capacity Utilization 79.0% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 6: SR 434 & Michael Blake Blvd 474 HCM 6th TWSC 17: SR 434 & Site Access 1 03/27/2019 Baseline Synchro 10 Report Page 1 Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 1344 1367 62 0 73 Future Vol, veh/h 0 1344 1367 62 0 73 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, #- 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 1461 1486 67 0 79 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 777 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 340 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 340 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 18.8 HCM LOS C Minor Lane/Major Mvmt EBT WBT WBRSBLn1 Capacity (veh/h) - - - 340 HCM Lane V/C Ratio - - -0.233 HCM Control Delay (s) - - - 18.8 HCM Lane LOS - - - C HCM 95th %tile Q(veh) - - - 0.9 475 HCM 2010 TWSC 3: Michael Blake Blvd & Site Access 2 03/27/2019 Baseline Synchro 10 Report Page 1 Intersection Int Delay, s/veh 5.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 7 158 205 52 152 9 Future Vol, veh/h 7 158 205 52 152 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, #0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 8 172 223 57 165 10 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 673 170 175 0 - 0 Stage 1 170 - - - - - Stage 2 503 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.5183.3182.218 - - - Pot Cap-1 Maneuver421 874 1401 - - - Stage 1 860 - - - - - Stage 2 607 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver352 874 1401 - - - Mov Cap-2 Maneuver352 - - - - - Stage 1 719 - - - - - Stage 2 607 - - - - - Approach EB NB SB HCM Control Delay, s10.6 6.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1401 - 822 - - HCM Lane V/C Ratio 0.159 -0.218 - - HCM Control Delay (s) 8.1 0 10.6 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.6 - 0.8 - - 476 Lanes, Volumes, Timings 14: SR 434 & Doran Dr 03/27/2019 Baseline Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 11 1674 16 13 1530 7 7 0 9 8 2 35 Future Volume (vph) 11 1674 16 13 1530 7 7 0 9 8 2 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 330 0 365 0 0 0 0 0 Storage Lanes 1 0 1 0 0 1 0 1 Taper Length (ft) 50 50 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.999 0.999 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.962 Satd. Flow (prot) 1805 3502 0 1805 3502 0 0 1805 1615 0 1680 1429 Flt Permitted 0.131 0.107 0.751 0.764 Satd. Flow (perm) 249 3502 0 203 3502 0 0 1427 1615 0 1334 1429 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 110 70 Link Speed (mph) 45 45 25 25 Link Distance (ft) 1139 1456 348 488 Travel Time (s) 17.3 22.1 9.5 13.3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 3% 0% 0% 3% 0% 0% 0% 0% 11% 0% 13% Adj. Flow (vph) 12 1762 17 14 1611 7 7 0 9 8 2 37 Shared Lane Traffic (%) Lane Group Flow (vph) 12 1779 0 14 1618 0 0 7 9 0 10 37 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 45 45 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm NA Perm pm+pt NA Perm Protected Phases 5 2 1 6 8 7 4 477 Lanes, Volumes, Timings 14: SR 434 & Doran Dr 03/27/2019 Baseline Synchro 10 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 6 8 8 4 4 Detector Phase 5 2 1 6 8 8 8 7 4 4 Switch Phase Minimum Initial (s) 6.0 15.0 6.0 15.0 8.0 8.0 8.0 6.0 8.0 8.0 Minimum Split (s) 15.0 33.8 13.6 37.8 16.1 16.1 16.1 14.0 32.0 32.0 Total Split (s) 24.0 115.0 18.0 109.0 19.0 19.0 19.0 18.0 37.0 37.0 Total Split (%) 14.1% 67.6% 10.6% 64.1% 11.2% 11.2% 11.2% 10.6% 21.8% 21.8% Maximum Green (s) 16.8 108.2 10.9 102.2 11.8 11.8 11.8 11.7 29.8 29.8 Yellow Time (s) 4.8 4.8 4.8 4.8 3.4 3.4 3.4 3.4 3.4 3.4 All-Red Time (s) 2.4 2.0 2.3 2.0 3.8 3.8 3.8 2.9 3.8 3.8 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.2 6.8 7.1 6.8 7.2 7.2 7.2 7.2 Lead/Lag Lead Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 5.0 3.0 5.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None Max None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 19.0 19.0 31.0 31.0 31.0 32.0 32.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 147.7 147.1 147.8 147.0 8.1 8.1 8.1 8.1 Actuated g/C Ratio 0.87 0.87 0.87 0.86 0.05 0.05 0.05 0.05 v/c Ratio 0.04 0.59 0.06 0.53 0.10 0.05 0.16 0.28 Control Delay 2.0 5.6 2.6 4.6 80.9 0.6 83.6 6.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 2.0 5.6 2.6 4.6 80.9 0.6 83.6 6.3 LOS A A A A F A F A Approach Delay 5.6 4.6 35.7 22.8 Approach LOS A A D C 90th %ile Green (s) 6.0 134.4 6.0 134.3 8.5 8.5 8.5 0.0 8.5 8.5 90th %ile Term Code Min Coord Min Coord Hold Hold Hold Skip Gap Gap 70th %ile Green (s) 6.0 134.9 6.0 134.8 8.0 8.0 8.0 0.0 8.0 8.0 70th %ile Term Code Min Coord Min Coord Min Min Min Skip Min Min 50th %ile Green (s) 0.0 148.0 0.0 148.0 8.0 8.0 8.0 0.0 8.0 8.0 50th %ile Term Code Skip Coord Skip Coord Min Min Min Skip Min Min 30th %ile Green (s) 0.0 148.0 0.0 148.0 8.0 8.0 8.0 0.0 8.0 8.0 30th %ile Term Code Skip Coord Skip Coord Hold Hold Hold Skip Min Min 10th %ile Green (s) 0.0 163.2 0.0 163.2 0.0 0.0 0.0 0.0 0.0 0.0 10th %ile Term Code Skip Coord Skip Coord Skip Skip Skip Skip Skip Skip Queue Length 50th (ft) 1 211 2 101 8 0 11 0 Queue Length 95th (ft) 4 443 m4 266 26 0 34 5 Internal Link Dist (ft) 1059 1376 268 408 Turn Bay Length (ft) 330 365 Base Capacity (vph) 374 3029 281 3028 99 214 233 308 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.03 0.59 0.05 0.53 0.07 0.04 0.04 0.12 Intersection Summary 478 Lanes, Volumes, Timings 14: SR 434 & Doran Dr 03/27/2019 Baseline Synchro 10 Report Page 3 Area Type: Other Cycle Length: 170 Actuated Cycle Length: 170 Offset: 114 (67%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.59 Intersection Signal Delay: 5.5 Intersection LOS: A Intersection Capacity Utilization 77.8% ICU Level of Service D Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 14: SR 434 & Doran Dr 479 Lanes, Volumes, Timings 8: Tuskawilla Rd & SR 434 03/27/2019 Baseline Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 52 1180 514 226 1084 89 516 135 188 126 158 0 Future Volume (vph) 52 1180 514 226 1084 89 516 135 188 126 158 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 315 450 370 0 525 0 150 0 Storage Lanes 1 1 2 0 1 0 1 0 Taper Length (ft) 50 50 100 50 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.989 0.913 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1719 3505 1599 1787 3498 0 3400 1735 0 1752 1881 0 Flt Permitted 0.120 0.061 0.950 0.950 Satd. Flow (perm) 217 3505 1599 115 3498 0 3400 1735 0 1752 1881 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 408 6 36 Link Speed (mph) 45 45 45 30 Link Distance (ft) 1456 435 3056 544 Travel Time (s) 22.1 6.6 46.3 12.4 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 5% 3% 1% 1% 2% 3% 3% 0% 0% 3% 1% 0% Adj. Flow (vph) 54 1229 535 235 1129 93 538 141 196 131 165 0 Shared Lane Traffic (%) Lane Group Flow (vph) 54 1229 535 235 1222 0 538 337 0 131 165 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 45 32 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 2 1 2 Detector Template Left Thru Right Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NAcustom pm+pt NA Split NA Split NA Protected Phases 5 2 1 6 8 8 4 4 480 Lanes, Volumes, Timings 8: Tuskawilla Rd & SR 434 03/27/2019 Baseline Synchro 10 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 8 6 Detector Phase 5 2 8 1 6 8 8 4 4 Switch Phase Minimum Initial (s) 6.0 15.0 6.0 6.0 15.0 6.0 6.0 6.0 6.0 Minimum Split (s) 13.3 50.0 40.0 13.8 34.9 40.0 40.0 20.0 20.0 Total Split (s) 18.0 77.0 40.0 23.0 82.0 40.0 40.0 30.0 30.0 Total Split (%) 10.6% 45.3% 23.5% 13.5% 48.2% 23.5% 23.5% 17.6% 17.6% Maximum Green (s) 10.7 70.1 31.3 15.6 75.1 31.3 31.3 22.5 22.5 Yellow Time (s) 4.9 4.9 4.8 4.8 4.9 4.8 4.8 3.4 3.4 All-Red Time (s) 2.4 2.0 3.9 2.6 2.0 3.9 3.9 4.1 4.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.3 6.9 8.7 7.4 6.9 8.7 8.7 7.5 7.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 3.0 4.0 4.0 3.0 4.0 4.0 4.0 3.0 3.0 Recall Mode None C-Max None None Max None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 33.0 41.0 21.0 41.0 41.0 40.0 40.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 Act Effct Green (s) 77.7 70.1 33.8 93.0 81.3 33.8 33.8 19.2 19.2 Actuated g/C Ratio 0.46 0.41 0.20 0.55 0.48 0.20 0.20 0.11 0.11 v/c Ratio 0.32 0.85 0.83 1.05 0.73 0.80 0.90 0.66 0.78 Control Delay 25.0 49.1 28.8 117.5 39.7 74.7 86.2 88.2 97.2 Queue Delay 0.0 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.0 Total Delay 25.0 49.1 28.8 117.5 40.3 74.7 86.2 88.2 97.2 LOS C D C F D E F F F Approach Delay 42.4 52.8 79.1 93.2 Approach LOS D D E F 90th %ile Green (s) 10.1 70.1 31.3 15.6 75.7 31.3 31.3 22.5 22.5 90th %ile Term Code Gap Coord Max Max Coord Max Max Max Max 70th %ile Green (s) 8.8 70.1 31.3 15.6 77.0 31.3 31.3 22.5 22.5 70th %ile Term Code Gap Coord Max Max Coord Max Max Max Max 50th %ile Green (s) 8.0 70.1 33.7 15.6 77.8 33.7 33.7 20.1 20.1 50th %ile Term Code Gap Coord Max Max Coord Max Max Gap Gap 30th %ile Green (s) 7.1 70.1 36.4 15.6 78.7 36.4 36.4 17.4 17.4 30th %ile Term Code Gap Coord Max Max Coord Max Max Gap Gap 10th %ile Green (s) 0.0 70.1 36.1 19.9 97.4 36.1 36.1 13.4 13.4 10th %ile Term Code Skip Coord Gap Max Coord Gap Gap Gap Gap Queue Length 50th (ft) 28 650 199 ~232 588 298 336 142 181 Queue Length 95th (ft) m54 575 #434 #424 695 #392 #552 217 265 Internal Link Dist (ft) 1376 355 2976 464 Turn Bay Length (ft) 315 450 370 525 150 Base Capacity (vph) 197 1445 644 224 1676 675 373 231 248 Starvation Cap Reductn 0 0 0 0 173 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.27 0.85 0.83 1.05 0.81 0.80 0.90 0.57 0.67 Intersection Summary 481 Lanes, Volumes, Timings 8: Tuskawilla Rd & SR 434 03/27/2019 Baseline Synchro 10 Report Page 3 Area Type: Other Cycle Length: 170 Actuated Cycle Length: 170 Offset: 77 (45%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 135 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.05 Intersection Signal Delay: 56.4 Intersection LOS: E Intersection Capacity Utilization 96.2% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 8: Tuskawilla Rd & SR 434 482 HCM 6th TWSC Projected Traffic Volumes 6: SR 434 & Michael Blake Blvd P.M. Peak Hour TPD, Inc.Synchro 9 Report 03/27/2019 Page 1 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 205 1360 13 38 1335 77 8 3 25 99 5 76 Future Vol, veh/h 205 1360 13 38 1335 77 8 3 25 99 5 76 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 330 - - 0 - - - - 0 - - 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 92 92 93 93 92 92 92 93 92 93 Heavy Vehicles, % 0 3 2 2 2 17 2 2 2 0 2 0 Mvmt Flow 220 1462 14 41 1435 83 9 3 27 106 5 82 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1518 0 0 1476 0 0 2711 3509 738 2732 3475 759 Stage 1 - - - - - - 1909 1909 - 1559 1559 - Stage 2 - - - - - - 802 1600 - 1173 1916 - Critical Hdwy 4.1 - - 4.14 - - 7.54 6.54 6.94 7.5 6.54 6.9 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.5 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.5 5.54 - Follow-up Hdwy 2.2 - - 2.22 - - 3.52 4.02 3.32 3.5 4.02 3.3 Pot Cap-1 Maneuver 446 - - 452 - - 10 6 360 ~ 10 6 353 Stage 1 - - - - - - 70 115 - 120 172 - Stage 2 - - - - - - 344 164 - 207 114 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 446 - - 452 - - - ~ 3 360 - ~ 3 353 Mov Cap-2 Maneuver - - - - - - - ~ 3 - - ~ 3 - Stage 1 - - - - - - 35 58 - ~ 61 156 - Stage 2 - - - - - - 232 149 - ~ 92 58 - Approach EB WB NB SB HCM Control Delay, s 2.7 0.4 HCM LOS - - Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) - 360 446 - - 452 - - - 353 HCM Lane V/C Ratio - 0.075 0.494 - - 0.091 - - - 0.232 HCM Control Delay (s) - 15.8 20.7 - - 13.8 - - - 18.2 HCM Lane LOS - C C - - B - - - C HCM 95th %tile Q(veh) - 0.2 2.7 - - 0.3 - - - 0.9 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 483 Lanes, Volumes, Timings 6: SR 434 & Michael Blake Blvd 03/27/2019 Baseline Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 205 1360 13 38 1335 77 8 3 25 99 5 76 Future Volume (vph) 205 1360 13 38 1335 77 8 3 25 99 5 76 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 330 0 0 0 0 0 0 100 Storage Lanes 1 0 1 0 0 1 0 1 Taper Length (ft) 50 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.999 0.992 0.850 0.850 Flt Protected 0.950 0.950 0.964 0.954 Satd. Flow (prot) 1805 3502 0 1770 3483 0 0 1796 1583 0 1811 1615 Flt Permitted 0.043 0.103 0.849 0.727 Satd. Flow (perm) 82 3502 0 192 3483 0 0 1581 1583 0 1380 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 4 127 127 Link Speed (mph) 50 50 30 25 Link Distance (ft) 441 1255 478 628 Travel Time (s) 6.0 17.1 10.9 17.1 Peak Hour Factor 0.93 0.93 0.92 0.92 0.93 0.93 0.92 0.92 0.92 0.93 0.92 0.93 Heavy Vehicles (%) 0% 3% 2% 2% 2% 17% 2% 2% 2% 0% 2% 0% Adj. Flow (vph) 220 1462 14 41 1435 83 9 3 27 106 5 82 Shared Lane Traffic (%) Lane Group Flow (vph) 220 1476 0 41 1518 0 0 12 27 0 111 82 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 32 32 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 1 2 1 Detector Template Left Thru Left Thru Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 5 2 1 6 3 8 7 4 484 Lanes, Volumes, Timings 6: SR 434 & Michael Blake Blvd 03/27/2019 Baseline Synchro 10 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 6 8 8 4 4 Detector Phase 5 2 1 6 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 6.0 15.0 6.0 15.0 6.0 6.0 6.0 6.0 6.0 6.0 Minimum Split (s) 12.0 22.0 12.0 22.0 22.0 22.0 22.0 22.0 28.0 28.0 Total Split (s) 39.0 92.0 29.0 82.0 29.0 30.0 30.0 29.0 30.0 30.0 Total Split (%) 21.7% 51.1% 16.1% 45.6% 16.1% 16.7% 16.7% 16.1% 16.7% 16.7% Maximum Green (s) 33.0 86.0 23.0 76.0 23.0 24.0 24.0 23.0 24.0 24.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None Max None None None None Max Max Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 115.0 104.2 94.1 86.9 53.0 53.0 53.0 53.0 Actuated g/C Ratio 0.64 0.58 0.52 0.48 0.29 0.29 0.29 0.29 v/c Ratio 0.83 0.73 0.25 0.90 0.03 0.05 0.27 0.15 Control Delay 78.4 30.9 18.3 51.4 45.5 0.2 51.0 1.3 Queue Delay 0.0 2.5 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 78.4 33.4 18.3 51.4 45.5 0.2 51.0 1.3 LOS E C B D D A D A Approach Delay 39.2 50.5 14.1 29.9 Approach LOS D D B C 90th %ile Green (s) 30.9 100.0 9.0 78.1 0.0 53.0 53.0 0.0 53.0 53.0 90th %ile Term Code Gap Coord Gap Coord Skip Hold Hold Skip MaxR MaxR 70th %ile Green (s) 25.8 101.4 7.6 83.2 0.0 53.0 53.0 0.0 53.0 53.0 70th %ile Term Code Gap Coord Gap Coord Skip Hold Hold Skip MaxR MaxR 50th %ile Green (s) 22.2 102.0 7.0 86.8 0.0 53.0 53.0 0.0 53.0 53.0 50th %ile Term Code Gap Coord Gap Coord Skip Hold Hold Skip MaxR MaxR 30th %ile Green (s) 18.5 102.6 6.4 90.5 0.0 53.0 53.0 0.0 53.0 53.0 30th %ile Term Code Gap Coord Gap Coord Skip Hold Hold Skip MaxR MaxR 10th %ile Green (s) 13.3 115.0 0.0 95.7 0.0 53.0 53.0 0.0 53.0 53.0 10th %ile Term Code Gap Coord Skip Coord Skip Hold Hold Skip MaxR MaxR Queue Length 50th (ft) 204 671 17 855 10 0 102 0 Queue Length 95th (ft) 294 781 34 #1117 28 0 163 6 Internal Link Dist (ft) 361 1175 398 548 Turn Bay Length (ft) 330 100 Base Capacity (vph) 368 2027 317 1682 465 555 406 565 Starvation Cap Reductn 0 408 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.60 0.91 0.13 0.90 0.03 0.05 0.27 0.15 Intersection Summary 485 Lanes, Volumes, Timings 6: SR 434 & Michael Blake Blvd 03/27/2019 Baseline Synchro 10 Report Page 3 Area Type: Other Cycle Length: 180 Actuated Cycle Length: 180 Offset: 0 (0%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 125 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 43.5 Intersection LOS: D Intersection Capacity Utilization 78.1% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 6: SR 434 & Michael Blake Blvd 486 HCM 6th TWSC 17: SR 434 & Site Access 1 03/27/2019 Baseline Synchro 10 Report Page 1 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 1551 1372 47 0 50 Future Vol, veh/h 0 1551 1372 47 0 50 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, #- 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 1686 1491 51 0 54 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 771 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 343 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 343 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 17.5 HCM LOS C Minor Lane/Major Mvmt EBT WBT WBRSBLn1 Capacity (veh/h) - - - 343 HCM Lane V/C Ratio - - -0.158 HCM Control Delay (s) - - - 17.5 HCM Lane LOS - - - C HCM 95th %tile Q(veh) - - - 0.6 487 HCM 6th TWSC 3: Michael Blake Blvd & Site Access 2 03/27/2019 Baseline Synchro 10 Report Page 1 Intersection Int Delay, s/veh 4.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 6 115 124 160 64 6 Future Vol, veh/h 6 115 124 160 64 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, #0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 125 135 174 70 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 518 74 77 0 - 0 Stage 1 74 - - - - - Stage 2 444 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.5183.3182.218 - - - Pot Cap-1 Maneuver518 988 1522 - - - Stage 1 949 - - - - - Stage 2 646 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver467 988 1522 - - - Mov Cap-2 Maneuver467 - - - - - Stage 1 856 - - - - - Stage 2 646 - - - - - Approach EB NB SB HCM Control Delay, s9.5 3.3 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1522 - 936 - - HCM Lane V/C Ratio 0.089 -0.141 - - HCM Control Delay (s) 7.6 0 9.5 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.3 - 0.5 - - 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 554 555 556 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 581 582 583 584 585 586 587 588 589 590 591 592 593 594 595 596 597 598 599 600 601 602 603 604 605 606 607 608 609 610 Grant Maloy, Clerk Of The Circuit Court& Comptroller Seminole County, FL Inst#2020134811 Book:9768 Page:969-980; (12 PAGES) RCD: 11/23/2020 8:25:06 AM REC FEE $103.50 t' THIS INSTRUMENT WAS PREPARED BY AND SHOULD BE RETURNED TO: Anthony A.Garganese City Attorney of Winter Springs Garganese,Weiss,D'Agresta& Salzman,P.A. 111 N.Orange Avenue,Suite 2000 Orlando,FL 32802 407)425-9566 FOR RECORDING DEPARTMENT USE ONLY DEVELOPMENT AGREEMENT JDBS Winter Springs,LLC (Chase Bank Conditional Use) THIS DEVELOPMENT AGREEMENT ("Agreement") is made and executed this /(0/ day of ILkdJ 1YA 2020, by and between the CITY OF WINTER SPRINGS, a Florida Municipal Corporation ("City"), whose address is 1126 East S.R. 434, Winter Springs, Florida 32708, and JDBS WINTER SPRINGS, LLC, a Florida Limited Liability Company, whose address is 10931 N Dale Mabry Hwy, Tampa, Florida 32618-4112. WITNESSETH: WHEREAS, Developer is the owner of approximately 0.70 acres, more or less, of real property located in the Winter Springs Town Center, T5 Transect, generally west of the intersection of Eagle Edge Lane and SR 434, Winter Springs, Seminole County, Florida, more particularly described herein("Property"); and WHEREAS, Developer has applied for a conditional use of a financial institution or bank in order to construct a local branch of Chase Bank with a drive-through on the Property; and WHEREAS, pursuant to Chapter 20 Zoning, Article II, Division 1, Section 20-29.1 of the Winter Springs City Code ("City Code"), a community workshop for the Project was held on February 20,2020; and WHEREAS, Section 20-29(c) of the City Code requires that all conditional uses shall be binding on the use of the subject property and, further,that as a condition of approval by the City Commission, all development projects requiring a community workshop pursuant to Section 20- 29(c) of the City Code shall be required to be memorialized in a binding development agreement; and DEVELOPMENT AGREEMENT City of Winter Springs and JDBS Winter Springs,LLC(Chase Bank Conditional Use) Page 1 of 11 611 Book 9768 Page 970 Instrument#2020134811 WHEREAS,this Development Agreement shall be recorded against the property so that the terms and conditions of approval related to the Project shall run with the land; and NOW THEREFORE, in consideration of the mutual promises and covenants contained herein,the parties mutually agree as follows: 1.0 Recitals. The foregoing recitals are true and correct and are hereby incorporated herein by this reference. 2.0 Authority. This Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act. 3.0 The Property. The real property subject to this Agreement has a tax parcel identification number of 06-21-31-507-0000-0010 and is legally described in EXHIBIT "A", attached hereto and fully incorporated herein by this reference ("Property"). 4.0 Project Description and Requirements. Developer may, at its expense, design, permit and construct a local branch of Chase Bank with a drive-through, located in the City of Winter Springs Town Center. If constructed, the bank building and all public and private project infrastructure shall be constructed in a single phase. Hereinafter the project description and requirements are referred to as the "Project". Nothing in this Agreement shall be interpreted to impose an affirmative obligation upon the Developer to construct the Project, but should the Developer construct the Project, it shall do so in accordance with the terms of this Agreement. The Developer shall construct the Project in a manner consistent with the approved Conceptual Sketch attached hereto as EXHIBIT `B", which is fully incorporated herein by this reference. The Conceptual Sketch is intended to be the general blueprint which details key aspects of the future physical development of the Property. The Conceptual Sketch shall also serve as a necessary guide for future permit applications and permitting necessary to complete the construction of the Project. Developer shall have the obligation to further submit and obtain the City's approval of a final site plan and final engineering plans ("Final Engineering Plans") consistent with the Conceptual Sketch in all material respects and in compliance with the City Code. Developer acknowledges and agrees that the Conceptual Sketch was not created with specific surveyed dimensions and that during the Preliminary Site Plan and Final Engineering Plan process such dimensions shall be surveyed, duly engineered, and provided to the City for consideration under applicable City Codes. The Conceptual Sketch shall be subject to reasonable adjustments at the Final Engineering Plan phase in order to bring the Project into full compliance with the City Code, and as a result, the exact location, layout and dimensions of the building, landscaping, entrances, utilities, parking and other site improvements may vary slightly between approval of the Conceptual Sketch and approval of the Preliminary Site Plan and Final Engineering Plans. These changes shall be allowed as long as the changes are consistent with the development standards noted in this Agreement and preserve the general character of the development shown on the Conceptual Sketch. DEVELOPMENT AGREEMENT City of Winter Springs and JDBS Winter Springs,LLC(Chase Bank Conditional Use) Page 2 of 11 612 Book 9768 Page 971 Instrument#2020134811 Specific conditions of approval for the conditional use include the following,which are also addressed in the City's staff report: DEVELOPMENT AGREEMENT City of Winter Springs and JDBS Winter Springs,LLC(Chase Bank Conditional Use) Page 3 of 11 613 Book 9768 Page 972 Instrument#2020134811 The Developer's Conceptual Sketch, as shown in EXHIBIT B, includes a common driveway access with the adjacent parcel, which will be constructed to straddle the Property's eastern property line. The adjacent parcel is intended to be a future Wendy's fast food restaurant, which itself is the subject of a certain Development Agreement recorded in the Official Records of Seminole County at Book 9538, Pages 745-755 ("Adjacent Parcel"). Therefore, the Developer has provided an executed Declaration of Covenants, Restricts and Reciprocal Easements Agreement, recorded in the Official Records of Seminole County at Book 9354, Pages 127-163, on May 14, 2019 ("Declaration"), which includes an easement for reciprocal ingress and egress between the Property and the Adjacent Parcel ("Access Easement"). Should the parties ever mutually desire to terminate the Access Easement set forth in the Declaration, prior to executing such termination, the parties shall be required to seek and receive consent from the City of Winter Springs and obtain an amendment to the future site plan and final engineering plans. There shall be no retail sales of alcohol and no retail sales, manufacturing, or compounding of any products derived from the hemp plant or cannabis plant, including CBD cannabidiol). 5.0 Future Permitting. Developer shall be required to, at minimum, receive final engineering and site plan approval and aesthetic plan approval prior to receiving any building permit for the Project. In accordance with Section 20-36 of the City Code, the conditional use shall expire two (2) years after the Effective Date of this Agreement unless a building permit based upon and incorporating the conditional use is issued by the city within such two (2) years. The conditional use shall expire two and one-half (2 1/2) years after the Effective Date of this Agreement unless the Developer has substantially commenced vertical construction of buildings, which shall at minimum include building foundations, within such two and one-half(2 %2)years. 6.0 Representations of the Parties. The City and Developer hereby each represent and warrant to the other that it has the power and authority to execute, deliver and perform the terms and provisions of this Agreement and has taken all necessary action to authorize the execution, delivery and performance of this Agreement. This Agreement will, when duly executed and delivered by the City and Developer, constitute a legal, valid and binding obligation enforceable against the parties hereto. Upon recording of this Agreement in the Public Records of Seminole County, Florida, the Agreement shall be a binding obligation upon the Property in accordance with the terms and conditions of this Agreement. Developer represents that it has voluntarily and willfully executed this Agreement for purposes of binding himself and the Property to the terms and conditions set forth in this Agreement. 7.0 Successors and Assigns. This Agreement shall automatically be binding upon and shall inure to the benefit of the City and Developer and their respective successors and assigns. The terms and conditions of this Agreement similarly shall be binding upon the Property, and shall run with title to the same upon being duly recorded against the Property by the City. 8.0 Applicable Law: Venue. This Agreement shall be governed by and construed in DEVELOPMENT AGREEMENT City of Winter Springs and JDBS Winter Springs,LLC(Chase Bank Conditional Use) Page 4 of 11 614 Book 9768 Page 973 Instrument#2020134811 accordance with the laws of the State of Florida. The venue of any litigation arising out of this Agreement shall be in Seminole County,Florida or,for federal court actions, in Orlando, Florida. 9.0 Amendments. This Agreement shall not be modified or amended except by written agreement duly executed by both parties hereto (or their successors or assigns) and approved by the City Commission. 10.0 Entire Agreement, Exhibits. This Agreement and all attached exhibits hereto supersede any other agreement, oral or written, regarding the Property and contain the entire agreement between the City and Developer as to the subject matter hereof. The Exhibits attached hereto and referenced herein are hereby fully incorporated herein by this reference. 11.0 Severability. If any provision of this Agreement shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect the validity or enforceability of the remainder of this Agreement. 12.0 Effective Date. This Agreement shall become effective upon approval by the City Commission and execution of this Agreement by both parties hereto. 13.0 Recordation. Upon full execution by the Parties, this Agreement shall be recorded in the Public Records of Seminole County, Florida by the City. The Developer shall be responsible for all recording fees associated with this Agreement. 14.0 Relationship of the Parties. The relationship of the parties to this Agreement is contractual and Developer is an independent contractor and not an agent of the City. Nothing herein shall be deemed to create a joint venture or principal-agent relationship between the parties, and neither party is authorized to, nor shall either party act toward third persons or the public in any manner,which would indicate any such relationship with the other. 15.0 Sovereign Immunity. The City intends to avail itself of sovereign immunity and other applicable limitations on City liability whenever deemed applicable by the City. Therefore, notwithstanding any other provision set forth in this Agreement, nothing contained in this Agreement shall be construed as a waiver of the City's right to sovereign immunity under section 768.28, Florida Statutes, or other limitations imposed on the City's potential liability under state or federal law. As such, the City shall not be liable under this Agreement for punitive damages or interest for the period before judgment. Further, the City shall not be liable for any claim or judgment, or portion thereof, to any one person for more than two hundred thousand dollars 200,000.00), or any claim or judgment, or portion thereof, which, when totaled with all other claims or judgments paid by the State or its agencies and subdivisions arising out of the same incident or occurrence, exceeds the sum of three hundred thousand dollars($300,000.00). DEVELOPMENT AGREEMENT City of Winter Springs and JDBS Winter Springs,LLC(Chase Bank Conditional Use) Page 5 of 11 615 Book 9768 Page 974 Instrument#2020134811 16.0 City's Police Power. Developer agrees and acknowledges that the City hereby reserves all police powers granted to the City by law. In no way shall this Agreement be construed as the City bargaining away or surrendering its police powers. 17.0 Interpretation. The parties hereby agree and acknowledge that they have both participated equally in the drafting of this Agreement and no party shall be favored or disfavored regarding the interpretation to this Agreement in the event of a dispute between the parties. 18.0 Third-PaIU Rights. This Agreement is not a third-party beneficiary contract and shall not in any way whatsoever create any rights on behalf of any third party. 19.0 Specific Performance. Strict compliance shall be required with each and every provision of this Agreement. The parties agree that failure to perform the obligations provided by this Agreement shall result in irreparable damage and that specific performance of these obligations may be obtained by a suit in equity. 20.0 Attorney's Fees. In connection with any arbitration or litigation arising out of this Agreement, each party shall be responsible for their own attorney's fees and costs. 21.0 Development Permits. Nothing herein shall limit the City's authority to grant or deny any development permit applications or requests subsequent to the Effective Date of this Agreement in accordance with the criteria of the City Code and the requirements of this Agreement. The failure of this Agreement to address any particular City, County, State and/or Federal permit, condition, term or restriction shall not relieve Developer or the City of the necessity of complying with the law governing said permitting requirement, condition, term or restriction. Without imposing any limitation on the City's police powers, the City reserves the right to withhold, suspend or terminate any and all certificates of occupancy for any building, trailer, structure or unit if Developer is in breach of any term and condition of this Agreement. 22.0 Default. Failure by either party to perform each and every one of its obligations hereunder shall constitute a default, entitling the non-defaulting party to pursue whatever remedies are available to it under Florida law or equity including, without limitation, termination of this Agreement, an action for specific performance, and/or injunctive relief. Prior to any party filing any action as a result of a default under this Agreement, the non-defaulting party shall first provide the defaulting party with written notice of said default. Upon receipt of said notice, the defaulting party shall be provided a thirty (30) day opportunity in which to cure the default to the reasonable satisfaction of the non-defaulting party prior to filing said action. 23.0 Termination. In addition to termination as provided in Section 22.0 above, the City shall have the unconditional right, but not obligation, to terminate this Agreement, without notice or penalty, if Developer fails to receive building permits for the Project within two (2) years of the Effective Date of this Agreement. Further, the City shall have the unconditional right, but not obligation, to terminate this Agreement, without notice or penalty, if Developer fails to substantially commence vertical construction of buildings, which shall at minimum include building foundations, within two and one-half(2 '/2 ) years of the Effective Date of this DEVELOPMENT AGREEMENT City of Winter Springs and JDBS Winter Springs,LLC(Chase Bank Conditional Use) Page 6 of 11 616 Book 9768 Page 975 Instrument#2020134811 Agreement. The Developer may apply to the City Commission for an extension of this Agreement, which may be granted upon good cause shown. In addition, the City shall have the right, but not obligation, to terminate the Agreement if Developer permanently abandons construction of the Project, provided, however, the City shall first deliver written notice and an opportunity to cure to the defaulting party as set forth in Section 22.0 above. If the City terminates this Agreement, the City shall record a notice of termination against the Property in the public records of Seminole County,Florida. 24.0 Indemnification and Hold Harmless. Developer shall be solely responsible for designing, permitting, constructing, operating and maintaining this Project. As such, Developer hereby agrees to indemnify, release, and hold harmless the City and its commissioners, employees and attorneys from and against all claims, losses, damages, personal injuries including, but not limited to, death), or liability (including reasonable attorney's fees and costs through all appellate proceedings), directly or indirectly arising from, out of, or caused by Developer and Developer's contractor's and subcontractor's performance of design, permit and construction, and maintenance activities in furtherance of constructing the Project and maintaining the improvements of this Project. This indemnification shall survive the termination of this Agreement. 25.0 Force Majeure. The parties agree that in the event that the failure by either party to accomplish any action required hereunder within a specified time period ("Time Period") constitutes a default under the terms of this Agreement and, if any such failure is due to any unforeseeable or unpredictable event or condition beyond the control of such party, including, but not limited to, acts of God, acts of government authority(other than the City's own acts), acts of public enemy or war, riots, civil disturbances, power failure, shortages of labor or materials, government mandated quarantine or travel bans; government mandated closures, disruption, breakdown, delayed production or interruption for any period of time; interruptions to transportation, or the use of equipment, labor, or materials, including, without limitation, the closure of government buildings, airports, harbors, railroads, or pipelines, or other infrastructure due to worldwide or regional pandemic or other health related event disruptions, injunction or other court proceedings beyond the control of such party, or severe adverse weather conditions Uncontrollable Event"), then, notwithstanding any provision ofthis Agreement to the contrary, that failure shall not constitute a default under this Agreement and any Time Period proscribed hereunder shall be extended by the amount of time that such party was unable to perform solely due to the Uncontrollable Event. The extended time period shall be agreed to in writing by the parties and said agreement shall not be unreasonably withheld by either party. 26. Notice. Whenever either party desires to give notice to the other, notice shall be sent by hand delivery or certified mail,return receipt requested, and shall be sent to: For the City: Shawn Boyle, City Manager City of Winter Springs 1126 East S.R. 434 DEVELOPMENT AGREEMENT City of Winter Springs and JDBS Winter Springs,LLC(Chase Bank Conditional Use) Page 7 of 11 617 Book 9768 Page 976 Instrument#2020134811 Winter Springs, Florida 32708 With additional notice to: Anthony A. Garganese, City Attorney Garganese, Weiss, D'Agresta& Salzman,P.A. 111 N. Orange Avenue, Suite 2000 Orlando, FL 32802 For Developer: JDBS WINTER SPRINGS, LLC 10931 N. Dale Mabry Hwy., Tampa, FL 33618 Attn: Bryan Schultz Phone: 813 760-2621 b.schultzkoceanbleu rg_oup.com copy to: Graham Legal Group,PLLC 1000 Legion Place, Suite 1200 3208C E. Colonial Drive, Box 292 Orlando,Florida 32803 Attn: Jesse E. Graham, Jr. Phone: 407-230-6449 Email: igraham@grahamleizalgri).com WEN-ACQUISITIONS, LLC 1100 Park Central Blvd. South, Suite 3300 Pompano Beach,FL 33064 Attn: Sauris Lugo/Jhonny Mercado Phone: 561-997-6002 Email: slugogjaerestgroup.com/jmercadogiaerestgroup.com copy to: Raul Gastesi, Esq. Gastesi&Associates, P.A. 8105 NW 155"'Street Miami Lakes,FI. 33016 Phone: 305-801-1292 Email: r asgtesingastesi.com Either party may freely modify their respective contact person and address contained in this Paragraph by providing written notice of the modification to the other party. Any Notice given as provided herein shall be deemed received as follows: if delivered by personal service, DEVELOPMENT AGREEMENT City of Winter Springs and JDBS Winter Springs,LLC(Chase Bank Conditional Use) Page 8 of 11 618 Book 9768 Page 977 Instrument#2020134811 on the date so delivered; and if mailed, on the third business day after mailing. 27.0 Assignment. Prior to completing the construction of the Project and reaching final build-out of the Project,Developer shall not assign this Agreement without the prior written consent of the City. Such assignment shall also require the written approval of the City by amendment to this Agreement, which shall not require a public hearing and shall not be unreasonably withheld. However, Developer shall be entitled to assign its rights and obligations under this Agreement to: (a) a parent, subsidiary, or affiliated entity in which Developer or its members are members or interest holders, or (b) JPMorgan Chase Bank, National Association, without City consent, provided that the City is given notice of such assignment in accordance with Section 26.0 herein. Any assignment authorized by this subparagraph shall require the assignee to be a formal signatory to this Agreement and fully assume all of Developer's obligations, commitments, representations, and warranties under this Agreement. In any assignment, the rights and obligations contained herein shall be binding on successors in interest to the Property, and the terms and conditions of this Agreement shall bind and inure to the benefit of the parties hereto and any respective successors and assigns. IN WITNESS WHEREOF,the parties have hereunto set their hands and seal on the date first above written. CITY OF WINTER SPRINGS By: Charles L cey,Mayo Date: L / ATTEST: By: Christian Gowan,lateFi City Clerk APPROVED AS TO FORM AND LEGALITY For the use and reliance ofthe City of Winter Springs, Florida only CITY SEAL By: li bony . Garganese, City Attorney for the City of Winter Springs,Florida DEVELOPMENT AGREEMENT City ofWinter Springs and JDBS Winter Springs,LLC(Chase Bank Conditional Use) Page 9 of 11 619 Book 9768 Page 978 Instrument#2020134811 Signed, sealed and delivered in the JD B WIN R SPRIN" Cw presence ofthe following witnesses: c Prin and title:_1i 46le Signature of Wit ss Date: 77,31,20z6 o`/1/ cSl Z Printed Name of Witness Signature bfWitness a4 " Printed Name of Witness JOSHUAC HORROCKS STATE OF rL-ok 1flp MY COMMISSION#GG 055965 Na o EXPIRES:January 17,2021COUNTYOF #1 LLS J8Q9& C.# 9lFOF F°Bonded Thru Budget Notary Services The foregoing instrument was acknowledged before me by means of ()physical presence or( .....) online notarization,this 31 day of J OLLI 2020, by jos6Pµ-bi 6t72t- AW6, the M412 of JDBS Winter 8prings, LLC, a limited liability company, on behalf of the company, who is sonally known me or produced as identification. DEVELOPER IS HEREBY ADVISED THAT SHOULD DEVELOPER FAIL TO FULLY EXECUTE, AND DELIVER TO THE CITY, THIS AGREEMENT WITHIN THIRTY (30) DAYS FROM THE DATE THAT THE CITY COMMISSION APPROVES THIS AGREEMENT, THIS AGREEMENT, AND THE DEVELOPMENT PERMIT APPROVALS REFERENCED HEREUNDER, SHALL AUTOMATICALLY BE DEEMED NULL AND VOID. DEVELOPMENT AGREEMENT City of Winter Springs and JDBS Winter Springs,LLC(Chase Bank Conditional Use) Page 10 of 11 620 Book 9768 Page 979 Instrument#2020134811 EXHIBIT A PROPERTY LEGAL DESCRIPTION LOT 1, WSTC OCEAN BLEU. ACCORDING TO .THE MAP OR PLAT THEREOF. AS RECORDED IN PLAT BOOK 84, PACES 37 AND 38, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. DEVELOPMENT AGREEMENT City of Winter Springs and JDBS Winter Springs,LLC(Chase Bank Conditional Use) Page 10 of 11 621 Book 9768 Page 980 Instrument#2020134811 EXHIBIT B CONCEPTUAL SKETCH 3 ti SS i tr gg jr,Via'.. s Lil2.3IIiZP..5 EtY{1d' r fs I ii P1 AS lni, q t45.td jjMq gp a Y. t { 3': 3 # s! JY t -k' k I •.+ y S,.. t, v E v S Rts DEVELOPMENT AGREEMENT City of Winter Springs and JDBS Winter Springs,LLC(Chase Bank Conditional Use) Page 11 of 11 622 kimley-horn.com 100 2nd Avenue South, Suite 105N, St. Petersburg, FL 33701 727 547 3999 STORMWATER NARRATIVE To: City of Winter Springs Public Works 1126 East State Road 434 Winter Springs, FL 32708 From: Dawn M. Dodge, P.E. Kimley-Horn and Associates, Inc. 100 2nd Avenue South, Suite #105N, St. Petersburg, FL 33701 Date: January 27, 2021 Subject: Chase Bank – SR 434 and Tuskawilla Winter Springs Town Center – PH2 Commercial To whom it may concern: The proposed project is located on Lot 1 within Winter Springs Town Center. The master stormwater management system for this site was permitted under SJRWMD Permit No. 95027-2. The original permit allowed the construction of a ±38‐acre mixed-use development, which included the construction of the master stormwater management system which was designed to provide treatment and attenuation for ±30 acres of impervious area for the entire development. Our project consists of the construction of a 3,122 SF building and associated sidewalks, parking and utilities. The project proposes 0.48 acres of impervious area and 0.23 acres of pervious area. The stormwater runoff will be conveyed to the master stormwater system. The master stormwater system accounts for a maximum allowable impervious area of 80%. Lot 1 is a total of 0.70 acres therefore the maximum allowable impervious area is 0.56 acres. The project proposes (0.08 acres) less impervious area than the maximum allowable. This letter is requesting authorization to construct the additional impervious area within Lot 1 per the enclosed Civil Construction Plans. Attached are excerpts from the Winter Springs Town Center Phase II Stormwater Report prepared by Lochrane Engineering, Inc. to show that the stormwater quality and quantity for the proposed Chase Bank is provided by the master drainage system. If you have any questions, I can be reached directly by email at dawn.dodge@kimley-horn.com. Sincerely, Dawn M. Dodge, PE #76221 623 Stoimwater Report - Winter Springs Town Center Phase II 4/1/2004 LEL Pmject Number 03067.20 Proposed Land Use For storm sewer modeling, the proposed site was divided into 16 separate drainage areas. The impervious area was calculated for building area drainage basins with a known proposed layout (Building "A", Building "B"). In the building area drainage areas where the layout is unknown, an assumption of 80% impervious area was used. The proposed street cross-sections were used to calculate the impervious area of the street drainage basins. Table IV.1 below lists the impervious areas used in the ICPR3 model. K:\CIV!L\03067\03067.20 PHASE I1\Admin Files\03061 StormReport.doc 6 Table IV.1 Imenious Areas Basin Impervious Area (ac) Open Space (at) Total Area (at) Street "A" 4.520 (75.0%) 1.505 (25.0%) 6.025 Street "B" 4.035 (75.0%) 1.345 (25.0%) 5.380 Street "C" 5.973 (75.0%) 1.991 (25.0%) 7.964 Building "A" 1.770 (84.2%) 0.33 1 (15.8%) 2.101 Building "B" 2.544 (86.6%) 0.394 (13.4%) 2.938 Building "C" 1.584 (80.0%) 0.396 (20.0%) 1.980 Building "D" 3.241 (80.0%) 0.810 (20.0%) 4.051 Building "E" 1.421 (80.0%) 0.355 (20.0%) 1.776 Building "F" 3.112 (80.0%) 0.778 (20.0%) 3.890 Building "0" 0.649 (80.0%) 0.162 (20.0%) 0.811 Building "H" 0.637 (80.0%) 0.159 (20.0%) 0.796 Building "I" 0.878 (80.0%) 0.220 (20.0%) 1.098 Building "J" 0.373 (80.0%) 0.093 (20.0%) 0.466 Amp 1.306 (80.0%) 0.326 (20.0%) 1.632 Rest 0.864 (75.0%) 0.288 (25.0%) 1.152 Trail 0.646 (65.0%) 0.348 (35.0%) 0.994 Totals 33.552 (77.9%) 9.502 (22.1%) 43.054 624 I 'a -4- a I U I It ' ri C 11 I I I I I I I I I II 1ET t t$19'j £"t" 2 ( U U. _ 'p S I "III 'U S 625 McDONALDS S.R. 434SANWATER S.R. 434 MICHAEL BLAKE BLVD.PEDESTRIAN TRAIL TREE SWALLOW ROADPERIMROADETER UP UP 1'-9 "6'-0" 1'-9 "UPUPGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEUPUPGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEUPUPUPUPUPUPUP UP UPUPPOOL T T T T T T T T T T T 600 400500 200 900 300 1000 100 700 800 T T T T T T T T T T UPUPGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE38 38 39 40 38 39 40 38 39383938 38 38394041 40 40 4026 22 24 38373940363535343332333434 3433323130292829301718192021 27 2823 16 25 25262728 28 27 LIMITS OF DISTURBANCE SILT FENCE SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFLIMITS OF DISTURBANCE SILT FENCE FOR CONTINUATION OF ERROSION CONTROL MEASURES SEE SWALE AND STORMWATER POND SHEETS IP1 IP1 IP2 IP2 IP1 IP2 IP2 IP2 IP2 IP2 IP2 IP2 IP2 IP2 IP2 IP2 IP2 IP1 IP1 IP1 IP1 IP1 IP1 IP1 IP1 IP1 SFSFSF SF SF SF SF SF SF IP2 SILT FENCE SILT FENCE IP2 IP2 IP2 IP2 CE 20'75'LIMITS OF DISTURBANCE SILT FENCE SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFLIMITS OF DISTURBANCE SILT FENCE IP1IP1 IP1 B IP2 IP2 IP1 IP2 IP1 IP2 IP2 IP2 IP2 IP1 IP2IP1 IP1 IP2 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFLIMITS OF DISTURBANCE LIMITS OF DISTURBANCE SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF S F S F S F SFSFSFSFSFSFSFSFSFSFSFSFSFFORREVISIONSDATENO.SHEET DESIGNER:PRJ. MGR:JOB #:CHECKED:ENGINEER ENGINEER:RECORD DRAWINGTHIS RECORD DRAWING IS BASED ON THE RESULTS OF LIMITEDPERIODIC FIELD OBSERVATIONS DURING CONSTRUCTION, AREVIEW OF CONTRACTOR FURNISHED REDLINED PLANSINDICATING CHANGES INCORPORATED DURING CONSTRUCTION,AND WITNESSED UTILITY TESTING OF DRINKING WATER ANDWASTEWATER SYSTEMS. ALTHOUGH THE ACCURACY CAN NOTBE GUARANTEED, THE ENGINEER BELIEVES THIS RECORDDRAWING IS CORRECT TO THE BEST OF HIS/HER KNOWLEDGE.FL LIC. # ATDATE: Nov. 19, 2015FRANK A. PORTER, P.E.FL. LIC. #69092SWPPP PHASE 2PLANC4.0 RJLRIDFAP13034WINTER SPRINGS APARTMENTS201 MICHAEL BLAKE BLVDWINTER SPRINGS, FLORIDAIBEW PENSION FUND / WINTER SPRINGS HOLDINGS100500 SCALE: 1" = 50' N O R T H EROSION DETAILS LEGEND TEMPORARY SILT FENCE WITH WIRE SUPPORT (SEE DETAIL 5, SHEET C5.0) CURB INLET PROTECTION (SEE DETAIL 3, SHEET C5.0) PROPERTY LINE PROPOSED LIMITS OF DISTURBANCE IP1 SF CE SF 3. MAINTENANCE: 1.SILT FENCE SHALL BE INSPECTED AT LEAST WEEKLY. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 2.INLETS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAIN EVENT AND ANY REPAIRS SHALL BE PERFORMED IMMEDIATELY. 3.BARE AREAS OF THE SITE THAT WERE PREVIOUSLY SEEDED SHALL BE RE-SEEDED PER MANUFACTURES' INSTRUCTIONS. 4.MULCH AND SOD THAT HAS BEEN WASHED OUT SHALL BE REPLACED IMMEDIATELY. ALL MEASURES ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. CONTROLS ARE TO BE REPLACED OR REPAIRED IF IN A SUBSTANDARD CONDITION. ALL MAINTENANCE MODIFICATIONS ARE TO BE NOTED, ON PLANS, AS THEY OCCUR. 4. INSPECTIONS: A QUALIFIED INSPECTOR SHALL INSPECT ALL POINTS OF DISCHARGE INTO SURFACE WATERS OF THE STATE OR AND MS4 (CITY OF WINTER SPRINGS); DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN FINALLY STABILIZED; AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION; STRUCTURAL CONTROLS; AND, LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE, AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.50 INCHES OR GREATER. A REPORT SUMMARIZING THE SCOPE OF THE INSPECTION SHALL BE MADE AND RETAINED IN THE CONSTRUCTION TRAILER AS PART OF THE STORMWATER POLLUTION PREVENTION 5. NON-STORMWATER DISCHARGES: IT IS ANTICIPATED THAT THE FOLLOWING NON-STORMWATER DISCHARGES MAY OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: 1.WATER FROM LINE FLUSHINGS 2.PAVEMENT WASH WATER (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED) 3.SITE WATERING, TO ALLEVIATE FUGATIVE DUST 4.ROUTINE EXTERNAL BUILDING WASHDOWN WHICH DOES NOT USE DETERGENTS 5.IRRIGATION DRAINAGE IF SAID DISCHARGES DO OCCUR, THEY WILL BE DIRECTED TO THE TEMPORARY EROSION CONTROL MEASURES PRIOR TO DISCHARGE 6. CONTRACTOR/SUBCONTRACTOR CERTIFICATION: ALL CONTRACTOR(S) AND SUBCONTRACTOR(S) IDENTIFIED ABOVE MUST SIGN THE FOLLOWING CERTIFICATION: "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER." BEST MANAGEMENT PRACTICES SEQUENCE 1. SITE DESCRIPTION A. CONSTRUCTION OF 10 MULTIFAMILY APARTMENT BUILDINGS, PUBLIC ROADS, AND SURFACE PARKING AREAS. B. SEQUENCE OF SOIL DISTURBANCE: (1) INSTALL PERIMETER SEDIMENT AND EROSION CONTROLS. (2) PREPARE SITE. (3) CLEAR AND GRUB PROPOSED AREA. (4) INSTALL PROPOSED UNDERGROUND STORMWATER AND UTILITIES. (5) INSTALL CONCRETE CURB, CONCRETE SIDEWALK. AND PAVEMENT (6) STABILIZE SITE. C.TOTAL SITE AREA:12.4± ACRES DISTURBED SITE AREA:12.4± ACRES D. SOILS: THE SOILS (PER NRCS) POMELLO, ST JOHNS/EAUGALLIE E. DRAINAGE AREA FOR EXISTING DISCHARGE POINT:16.2± ACRES DRAINAGE AREA FOR PROPOSED DISCHARGE POINT:16.2± ACRES F.LATITUDE AND LONGITUDE OF EXISTING DISCHARGE POINT: DISCHARGE POINT LAT:28° 41' 43.8" N DISCHARGE POINT LONG:81°15' 32.1" W DISCHARGES TO EXISTING WETLANDS LATITUDE AND LONGITUDE OF PROPOSED DISCHARGE POINT: DISCHARGE POINT LAT:28° 41' 43.8" N DISCHARGE POINT LONG:81°15' 32.1" W DISCHARGES TO EXISTING WETLANDS 2. CONTROLS A. EROSION AND SEDIMENT CONTROLS: (1) STABILIZATION PRACTICES: 1.TEMPORARY SEEDING SHALL BE RYE GRASS APPLIED AT MANUFACTURER'S RECOMMENDATIONS TO ANY DISTURBED AREAS THAT ARE INACTIVE FOR SEVEN DAYS. 2.MULCHING PRACTICES AND SOD SHALL BE APPLIED TO PARKING LOT ISLANDS. (2) STRUCTURAL PRACTICES: 1.PRIOR TO CLEARING, A SILT FENCE SHALL BE INSTALLED AROUND THE PERIMETER OF THE SITE, AS SHOWN HEREIN. 2.DURING THE CLEARING, GRUBBING, AND SITE GRADING STAGES, AREAS TO BE LEFT DISTURBED MORE THAN 7 DAYS SHALL BE STABILIZED WITH RYE GRASS APPLIED PER THE MANUFACTURER'S SPECIFICATIONS. AFTER SEEDING, EACH AREA SHALL BE MULCHED WITH 4,000 POUNDS OF STRAW PER ACRE. 3.AFTER ALL INITIAL SITE GRADING WORK, ALL PROPOSED INLETS/OUTFALLS, ONCE INSTALLED, SHALL BE PROTECTED FROM EROSION AND SEDIMENT RUNOFF BY THE USE OF THE INLET PROTECTION DESIGNATED ON THE SITE MAP. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED SHALL BE STABILIZED WITH SEED OR SOD AS INDICATED ON THE SITE MAP NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. SEEDING SHALL BE THE SAME AS IN TEMPORARY SEEDING. 4.ALL INSTALLATION SHALL BE COMMENCED AS DEPICTED ON THE SITE MAPS AND EROSION CONTROL DETAIL SHEET. 5.IF SEDIMENT AND EROSION CONTROL MEASURES DEVIATE FROM THE PLANS THE CITY OF WINTER SPRINGS SHALL BE NOTIFIED. B. PERMANENT STORMWATER MANAGEMENT CONTROLS: 1.CATCH BASINS AND STORM SEWER SYSTEM ON-SITE TO PROVIDE POSITIVE DRAINAGE OF THE ENTIRE SITE TO THE DISCHARGE POINT. C. CONTROLS FOR OTHER POLLUTANTS: 1.WASTE DISPOSAL: ALL WASTE WILL BE DISPOSED OF IN AN APPROPRIATE LEGAL MANOR, AND COMPLY WITH CITY OF WINTER SPRINGS ORDINANCES FOR WASTE DISPOSAL AND COMMERCIAL SITE DEVELOPMENT. 2.VEHICLE TRACKING: OFF SITE VEHICLE TRACKING OF SEDIMENTS AND DUST GENERATION WILL BE MINIMIZED VIA BEST POSSIBLE PRACTICES, DAILY SWEEPING AND THE USE OF WATER TO KEEP DUST DOWN. 3.FERTILIZERS, HERBICIDES, AND PESTICIDES: FERTILIZERS AND PESTICIDES WILL BE USED AT A MINIMUM AND IN ACCORDANCE WITH THE MANUFACTURERS' SUGGESTED APPLICATION APPLICATION RATES. THE FERTILIZERS AND PESTICIDES SHALL BE STORED IN A COVERED SHED. 4.TOXIC SUBSTANCES: ALL PAINTS AND OTHER CHEMICALS WILL BE STORED IN A LOCKED COVERED SHED. 5.OTHER: PORT-O-LETS WILL BE PLACED AWAY FROM THE STORM SEWER SYSTEMS AND STORM INLETS. NO VEHICLE MAINTENANCE SHALL BE CONDUCTED ON-SITE. A WASHDOWN AREA SHALL BE DESIGNATED AT ALL TIMES AND WILL NOT BE LOCATED IN ANY AREA THAT WILL ALLOW FOR THE DISCHARGE OF POLLUTED RUNOFF. A SMALL VEGETATED BERM SHALL BE PLACED AROUND THE WASHDOWN AREA. INLET PROTECTION (SEE DETAIL 4, SHEET C5.0)IP2 TEMPORARY STONE CONSTRUCTION EXIT 110/13/15REVISIONS PER CITY COMMENTS DATED 09/24/15(SEE DETAIL 1, SHEET C5.0) BARRICADESB 211/19/15REVISIONS PER CITY COMMENTS DATED 11/03/152 626 2628 UPUP1'-9"6'-0"1'-9"UP UP GARAGE GARAGE GARAG E GARAG E GARAG E GARAG E GARAG E GARAG E GARAG E GARAG E GARAGE GARAGE GARAGE GARAGE UP UPGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE UP UP UP UP UP UP UPUPUP UPONLYPOOLTT TTTTTTTTT1006004005002009003001000700800NO PARKING NO PARKINGT TTTTTTTTNO PARKINGTXINGTRAILUP UP GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAG E GARAGE GARAGE GARAGE GARAGE GARAGE GARAG E GARAG E STS-1STS-2STS-3STS-4STS-5STS-7STS-9STS-11STS-12STS-47STS-10STS-8STS-30STS-31STS-33STS-35STS-48STS-52STS-55STS-56STS-57STS-53STS-49STS-34STS-32STS-13STS-14STS-15STS-18STS-17STS-20STS-19STS-16STS-29STS-28STS-27STS-26STS-25STS-24STS-23STS-22STS-21STS-46STS-44STS-42STS-40STS-39STS-38STS-37STS-36STS-41STS-43STS-45STS-54STS-51STS-50STS-50STS-32CSTS-32BSTS-32ASTS-50ESTS-50DSTS-50CSTS-50BSTS-50ASTS-6STS-17ASTS-19ASTS-30ASTS-24ASTS-22ASTS-37ESTS-37DSTS-37CSTS-37BSTS-37A33 3 3 323 2 3231 3 1 30 30 30 28 29 29 29 26 26 23 25 24 24 23 22 22 212521 25 24 2420STS-58STS-58STS-33ASTS-17STS-18STS-15STS-14STS-19STS-20STS-1STS-2STS-3STS-4STS-5STS-7STS-6STS-9STS-8STS-11STS-10STS-12STS-47STS-35STS-34STS-12ASTS-33STS-32STS-31STS-30STS-24STS-29STS-28STS-27STS-26STS-25STS-23STS-22STS-21STS-46STS-45STS-44STS-43STS-42STS-41STS-40STS-37STS-36STS-37ASTS-37BSTS-37CSTS-48STS-49STS-52STS-51STS-50STS-53STS-55STS-54STS-58STS-56STS-57182LF 182LF STORM 24" HP @ 1.00% 1.02%93LF 90LF STORM 18" HP @ 0.40% 0.10%22LF 21LF STORM 18" HP@ 0.98% 0.81%80LF 79LF STORM 18" HDPE @ 1.97% 1.58%STS-39STS-38126LF 126LF STORM 18" HP @ 0.45% 0.15%23LF 24LF STORM 18" HP@ 0.39% 0.29%126LF 126LF STORM 18" HP @ 1.90% 1.57%242LF 242LF STORM 30" HP @ 0.40% 0.61%21LF 21LF STORM 18" HP@ 0.42% 0.38%89LF 87LF STORM 30" HP @ 0.41% 0.55%22LF 21LF STORM 18" HP@ 0.37% 0.43%148LF 149LF STORM 24" HP @ 0.40% 0.42%22LF 21LF STORM 18" HP@2.05% 2.10%191LF 190LF STORM 24" HP @ 0.59% 0.45%22LF 21LF STORM 18" HP@0.42% 1.81%54LF 67LF STORM 18" HP@0.48% 0.48%1 2 3 L F 1 2 4 L F STORM 1 8 " HD PE @ 0 . 4 0% 0 . 3 8% 7 9 L F 7 8 LF STORM 1 8 " HDP E @ 0. 4 0% 0. 2 3%67LF 65LF STORM 18"HDPE @ 0.39% 0.34%69LF 68LF STORM18" HDPE @ 0.32% 0.24%120LF 120 L F ST O R M 4 2 " H P @ 0.4 1 % 0.2 5 %22LF 22LF STORM 18" HP@ 0.40% 0.27%1 9 7 L F 1 9 7 L F S T O R M 4 2 " H P @ 1. 5 7% 1. 3 3 %21LF 20LF STORM 18" HP@ 0.38% 0.45%30LF 29LF STORM 18" HP@ 0.40% 0.35%18LF 18LF STORM 18"HDPE @ 0.98% 0.89%30LF 30LF STORM 18"HDPE @ 1.00% 1.03%117LF 119LF STORM 18" HDPE @ 1.01% 0.76%57LF 55LF STORM 18"HDPE @ 0.99% 0.47%21LF 21LF STORM 18" HP@ 1.00% 1.14%44LF 41LF STORM 18"HDPE @ 0.40% 0.29%89LF 89LF STORM 24" HP @ 1.01% 1.38%21LF 21LF STORM 18" HP@ 1.04% 2.57%150LF 152LF STORM 30" HP @ 0.41% 0.38%45LF 44LF STORM 30" HP@ 0.40% 2.60%47LF 51LF STORM 42" HP@ 0.40% 1.80%79LF 78LF STORM 24" HP @ 0.40% 0.49%22LF 22LF STORM 18" HP@ 1.00% 0.41%140LF 140LF STORM 24" HP @ 0.40% 0.21%22LF 22LF STORM 18" HP@ 1.00% 2.27%114LF 115LF STORM 24" HP @ 0.40% 0.60%24LF 22LF STORM 18" HP@ 1.00% 0.86%86LF 86LF STORM 24" HP @ 0.41% 2.20%22L F 22L F ST O R M 1 8 " H P @ 0.2 7 % 14. 3 6 % 15 7 L F 15 6 L F ST O R M 1 8 " H P @ 2. 2 3 % 1. 8 5 %21LF 21LF STORM 18" HP@ 0.38% 0.45%36LF 37LF STORM 18"HSPE @ 0.99% 1.51%35LF 35LF STORM 18"HSPE @ 0.41% 0.51%41LF 43LF STORM 18"HSPE @ 0.41% 0.40%169LF 162LF STORM 42 " HP @ 0 .40% 0.31%82LF 84LF STORM 42" HP @ 0.40% 0.39%55LF 56LF STORM 18"HDPE @ 0.40% 0.43%21LF 20LF STORM 18"HDPE @ 0.43% 0.40%256LF 256LF STORM 48" HP @ 2.44% 2.45%44LF 45LF STORM 48"HP @ 0.37% 0.31%52LF 51LF STORM 48"HP @ 0.41% 0.39%151 L F 150 L F ST O R M 1 8 " H P @ 0.4 0 % 0.3 9 %39LF 40LF STORM 18" HP@ 0.40% 0.35%21LF 20LF STORM 18"HDPE @ 1.00% 1.40%22LF 21LF STORM 18" HP@ 0.37% 0.24%STS-5914LF 15LF STORM 18" HP @ 0.29% 3.53%OPTIMUM LAND SERVICES, LLC PROFESSIONAL LAND SURVEYORS 17 N SUMMERLIN AVE, ORLANDO, FL 32801 (321) 200-4904LICENSED BUSINESS NUMBER 8127 JEL SITE DEVELOPMENT 7090 ASTRO STREETWINTER PARK, FL 32792 OFFICE:(407) 673-0111 1 DATE REV 1 2 DATE REV 2 3 4 DATE REV 4 5 DATE REV 5 6 DATE REV 6 7 DATE REV 7 8 DATE REV 8 9 DATE REV 9 10 DATE REV 10 DATE REV 11 DATE REVISIONS 11AS-BUILTUTILITY PLANSHEET 1 OF 2SCALE: 1" = 40'DRAWN BY: IRAPPROVED BY: CEMDATE REV 3 STORM AS-BUILT PLAN FOR WINTER SPRINGS APARTMENTS SEMINOLE COUNTY FLORIDADATE:11/08/18LOCHRANE Consulting Engineers Surveyors 201 SOUTH BUMBY AVENUE , ORLANDO, FLORIDA 32803 PHONE :(407) 896-3317 SURVEYORS NOTES:1.COORDINATE DATA AND HORIZONTAL ROTATION ARE BASED ON PLAN HORIZONTAL CONTROL ASVERIFIED BY SURVEYOR. COORDINATES ARE RELATIVE TO FLORIDA STATE PLANE COORDINATESYSTEM, EAST ZONE, NAD 83.2.ELEVATIONS SHOWN HEREON ARE BASED ON PLAN VERTICAL CONTROL AS VERIFIED BYSURVEYOR. RELATIVE TO NGVD 29 DATUM.3.AS-BUILT DATA IS SHOWN IN BOLD PRINT.4.AS-BUILT DRAWINGS ARE A MODIFIED VERSION OF CONSTRUCTION PLANS.5.UNDERGROUND UTILITY LOCATIONS MARKED BY OTHERS, THEN LOCATED.6.THE MEASUREMENTS SHOWN HEREON ARE IN U.S. SURVEY FEET. THE ACCURACY OF THIS SURVEYEXCEEDS THE REQUIREMENTS OF FLORIDA ADMINISTRATIVE CODE 5J-17.1 inch = ft.( IN FEET )GRAPHIC SCALE40I HEREBY CERTIFY THAT THIS AS-BUILT SURVEY OF THE ABOVE DESCRIBEDPROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE ANDBELIEF AS RECENTLY SURVEYED UNDER MY DIRECTION ON THE DATESHOWN, BASED ON INFORMATION FURNISHED TO ME AS NOTED ANDCONFORMS TO THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN THESTATE OF FLORIDA IN ACCORDANCE WITH CHAPTER 5J-17.052 FLORIDAADMINISTRATIVE CODES, PURSUANT TO SECTION 472.027 FLORIDASTATUTES______________________________________________EDWARD J MIZOPROFESSIONAL SURVEYOR AND MAPPER NO. 3376THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINALRAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.627 1 3 0 8 1 8 2 0 . 2 1 9 1 6 14 1 9 4 1 7 1 5 1 08 1 6 6 1 1 12 2 6 1 8 2 2 0 . 2 0 2 0 4 10 1412161115131 7 2 0 1 9 1 8 1 7 1 5 1 4 21STS-PASTS-PCSTS-PDSTS-PESTS-PGSTS-PF113LF 118LF STS 60" HDPE @ 3.50% 3.45%3 5 1 L F 34 9 L F S T S 6 0 " H D P E @ 0. 3 0% 0. 2 9 %37LF 42LF STS 60"HDPE @ 0.30% 0.33%107LF 12 5 LF LF~STS 2 9 " x45 " RCP @ 0 .00% 0. 0 1%CCOPTIMUM LAND SERVICES, LLC PROFESSIONAL LAND SURVEYORS 17 N SUMMERLIN AVE, ORLANDO, FL 32801 (321) 200-4904LICENSED BUSINESS NUMBER 8127 JEL SITE DEVELOPMENT 7090 ASTRO STREETWINTER PARK, FL 32792 OFFICE:(407) 673-0111 1 DATE REV 1 2 DATE REV 2 3 4 DATE REV 4 5 DATE REV 5 6 DATE REV 6 7 DATE REV 7 8 DATE REV 8 9 DATE REV 9 10 DATE REV 10 DATE REV 11 DATE REVISIONS 11AS-BUILTUTILITY PLANSHEET 2 OF 2SCALE: 1" = 40'DRAWN BY: IRAPPROVED BY: CEMDATE REV 3 STORM AS-BUILT PLAN FOR WINTER SPRINGS APARTMENTS SEMINOLE COUNTY FLORIDADATE:11/08/18LOCHRANE Consulting Engineers Surveyors 201 SOUTH BUMBY AVENUE , ORLANDO, FLORIDA 32803 PHONE :(407) 896-3317 SURVEYORS NOTES:1.COORDINATE DATA AND HORIZONTAL ROTATION ARE BASED ON PLAN HORIZONTAL CONTROL ASVERIFIED BY SURVEYOR. COORDINATES ARE RELATIVE TO FLORIDA STATE PLANE COORDINATESYSTEM, EAST ZONE, NAD 83.2.ELEVATIONS SHOWN HEREON ARE BASED ON PLAN VERTICAL CONTROL AS VERIFIED BYSURVEYOR. RELATIVE TO NGVD 29 DATUM.3.AS-BUILT DATA IS SHOWN IN BOLD PRINT.4.AS-BUILT DRAWINGS ARE A MODIFIED VERSION OF CONSTRUCTION PLANS.5.UNDERGROUND UTILITY LOCATIONS MARKED BY OTHERS, THEN LOCATED.6.THE MEASUREMENTS SHOWN HEREON ARE IN U.S. SURVEY FEET. THE ACCURACY OF THIS SURVEYEXCEEDS THE REQUIREMENTS OF FLORIDA ADMINISTRATIVE CODE 5J-17.1 inch = ft.( IN FEET )GRAPHIC SCALE4016.5' 16.42'17.9' 17.82'12.0' CONTROL ELEV.NE INV. 11.98'36"POND OUTFALLFDOT TYPE "E" INLETW/ STEEL GRATEGRT 17.9'INV 6.8' EPOND OUTFALSECTION "C-C"N.T.S.3/8" FIBERGLASS SKIMMER36"16.8"12"12"12"3/8" FIBERGLASS SKIMMER29"x45" RCPSKIMMER TOP ELEV.=18.4' 18.06'SKIMMER BOTTOM ELEV.=16.0'ELEV. 10.0'FRONT VIEWTOP VIEW8" PVC TEE, EXTEND TOP TOSTRUCTURE TOPCAP BOTTOM WITH 6.0"OPENINGI HEREBY CERTIFY THAT THIS AS-BUILT SURVEY OF THE ABOVE DESCRIBEDPROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE ANDBELIEF AS RECENTLY SURVEYED UNDER MY DIRECTION ON THE DATESHOWN, BASED ON INFORMATION FURNISHED TO ME AS NOTED ANDCONFORMS TO THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN THESTATE OF FLORIDA IN ACCORDANCE WITH CHAPTER 5J-17.052 FLORIDAADMINISTRATIVE CODES, PURSUANT TO SECTION 472.027 FLORIDASTATUTES______________________________________________EDWARD J MIZOPROFESSIONAL SURVEYOR AND MAPPER NO. 3376THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINALRAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.7'5'5'4'628 Made By:NEB DATE:6/17/2021 Checked By:DMD DATE:6/17/2021 KHA Project Number: GPD GPM GPD GPM GPD GPM Chase Bank 3,357 0.14 470 0.33 940 0.65 1,880 1.31 TOTAL 470 0.33 940 0.65 1,880 1.31 Max Daily Flow (MDF) MDF = ADF x 2.0 Peak Hourly Flow (PHF) PHF = ADF x 4.0 SF Building Type ADF Chase Bank - SR 434 and Tuskawilla 140096016 Potable Water Demand PHFGPD/Unit MDF Bank 100 2nd Ave S, Suite 105N Building per Exhibit A of Seminole County Administrative Code and Seminole County Utilities Engineering Manual St. Petersburg, Florida 33701 Number of Units 629 kimley-horn.com 100 2nd Avenue South, Suite 105N, St. Petersburg, FL 33701 727 547 3999 June 24, 2021 To: City of Winter Springs Building Department 1126 E State Road 434, Winter Springs, FL 32708 From: Dawn Dodge, P.E. Kimley-Horn and Associates RE: Review Criteria Response – Chase Bank – SR 434 & Tuskawilla Application No. SP2021-0005 To whom it may concern, The following responses to review criteria are outlined below: (1) Whether the applicant has demonstrated the site and final engineering plan and subdivision of land, including its proposed density, height, scale and intensity, hours of operation, building and lighting design, setbacks, buffers, noise, refuse, odor, particulates, smoke, fumes and other emissions, parking and traffic generating characteristics, number of persons anticipated using, residing or working under the plan, and other off-site impacts, is compatible and harmonious with adjacent land uses, and will not adversely impact land use activities in the immediate vicinity. Analysis: The proposed height, scale, and intensity of the proposed development is consistent with the adjacent Wendy’s and similar surrounding uses previously approved within the Winter Springs Town Center. The proposed project does not affect density, as the proposed use is a retail building. In addition, the proposed daily hours of operation are consistent with surrounding uses. The project proposes a 3,357 SF Chase Bank. The proposed hours of operation are as follows: Monday – Friday 9:00 a.m. to 5:00 p.m.; Saturday 9:00 a.m. to 2:00 p.m. an ATM, will be available 24 hours a day Impacts related to noise, refuse, odor, particulates, smoke, fumes and other emissions are anticipated to be negligible given the nature of the project. The development is compatible and harmonious with adjacent land uses and will not adversely impact land use activities in the immediate vicinity. (2) Whether the applicant has demonstrated the size and shape of the site, the proposed access and internal circulation, and the design enhancements to be adequate to accommodate the proposed density, scale and intensity of the site and final engineering plan requested. The site shall be of sufficient size to accommodate design amenities such as screening, buffers, landscaping, open space, off-street parking, safe and convenient automobile, bicycle, and pedestrian mobility at the site, and other similar site plan improvements needed to mitigate against potential adverse impacts of the proposed use. 630 kimley-horn.com 100 2nd Avenue South, Suite 105N, St. Petersburg, FL 33701 727 547 3999 Analysis: The size and shape of the site, the proposed access and internal circulation, and the design enhancements are adequate to accommodate the proposed development. The development provides full ingress and egress to the site from S.R. 434. Access to the site will be provided via one (1) full access driveway off SR 434 and two (2) full access internal driveways along Sea Hawk Cove. On-site improvements which include landscape screening for dumpster areas, bicycle parking for throughout the site, lighting, internal pedestrian walkways utilizing alternative pavement. A waiver is being requested from Winter Springs City Streetscape Ordinance 2020-02 Sec. 20- 605. which will alter the width of landscaping required along SR 434 to be consistent with the adjacent Wendy’s. The proposed streetscape will provide a 6-foot sidewalk and 14-foot for a total of 20 foot landscape buffer in-lieu of the 16-foot of treescape, 6-foot sidewalk, and 6-foot of landscaping for a total of 27-foot along State Road 434. Similarly, a waiver is requested from the landscape island requirement (LDC 20-324(8).f) to ensure consistency between adjacent developments. (3) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on the local economy, including governmental fiscal impact, employment, and property values. Analysis: The proposed commercial development is a permitted use within the Town Center and within the S.R. 434 Corridor Overlay District. The development is not expected to have an adverse impact on the local economy, but to add to the local economy by means of generating tax revenue. Development of the subject property as a bank is anticipated to provide an increase to the City’s taxable value, as well as provide a catalyst for future commercial development in the surrounding area. (4) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on the natural environment, including air, water, and noise pollution, vegetation and wildlife, open space, noxious and desirable vegetation, and flood hazards. Analysis: The subject site is currently vacant and is currently graded and ready to be developed. As a result, the proposed development will not have an adverse impact on the natural environment, including air, water, and noise pollution, vegetation and wildlife, open space, noxious and desirable vegetation, and flood hazards. The total gross area for the site is 0.70 acres and the proposed impervious area is 0.48 acres (68.5%). The maximum impervious allowable to connect into the master stormwater system is 80%, therefore the site is providing less than the allowable impervious cover. The City currently has a noise ordinance that restricts decibels ratings from 60-70 in commercial zones from 10:00 p.m. – 7:00 a.m. per Sec. 13-35. maximum permissible sound levels. Noise levels are not anticipated to exceed the allowable. Based on Flood Insurance Rate Map (FIRM) No. 12117CO160F Community No. 120295, City of Winter Springs, Seminole County, Florida, the proposed development site lies within a Zone X 631 kimley-horn.com 100 2nd Avenue South, Suite 105N, St. Petersburg, FL 33701 727 547 3999 (Other Areas). Zone X is for “areas determined to be outside the 0.2% annual chance floodplain.” (5) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on historic, scenic, and cultural resources, including views and vistas, and loss or degradation of cultural and historic resources. Analysis: It is not anticipated that the proposed development will have an adverse impact on any historic, scenic, or cultural resources, including views and vistas, and loss or degradation of cultural and historic resources. (6) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on public services, including water, sewer, stormwater and surface water management, police, fire, parks and recreation, streets, public transportation, marina and waterways, and bicycle and pedestrian facilities. Analysis: The proposed development will be designed in accordance with the Town Center District Code, which will include the following public services; water, sewer, stormwater and surface water management, police, fire (Seminole County Fire Department). Water and sewer are available on-site and there is sufficient capacity to accommodate the proposed development and stormwater served by a master stormwater pond. The proposed development is consistent with established retail developments and will not have an adverse impact on existing public services. A bicycle rack will be placed on site, as well as sidewalks for adequate pedestrian circulation. (7) Whether the site and final engineering plan and subdivision of land, and related traffic report and plan provided by the applicant, details safe and efficient means of ingress and egress into and out of the neighborhood and adequately addresses the impact of projected traffic on the immediate neighborhood, traffic circulation pattern for the neighborhood, and traffic flow through immediate intersections and arterials. Analysis: See approved Traffic Impact Analysis for discussion regarding impact on regarding traffic circulation. (8) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on housing and social conditions, including variety of housing unit types and prices, and neighborhood quality. Analysis: The proposed development is not anticipated to have an adverse impact on housing and social conditions, as the proposed uses is retail. (9) Whether the proposed site and final engineering plan and subdivision of land avoids significant adverse odor, emission, noise, glare, and vibration impacts on adjacent and surrounding lands regarding refuse collection, service delivery, parking and loading, signs, lighting, and other sire elements. 632 kimley-horn.com 100 2nd Avenue South, Suite 105N, St. Petersburg, FL 33701 727 547 3999 Analysis: It anticipated that the proposed development will not emit odors, noise, glares, or vibrations that will adversely impact adjacent properties. There is adequate parking, limited hours of operation, lighting, and refuse collection, and minimal deliveries within the proposed development that are in place which will assist in limiting any perceived adverse effects. (10) Whether the applicant has provided an acceptable security plan for the proposed establishment to be located on the site and final engineering plan and subdivision of land that addresses the safety and security needs of the establishment and its users and employees and minimizes impacts on the neighborhood, if applicable. Analysis: Security plan provided showing that security systems will be installed. The lighting provided illustrates that onsite area will be lit after dark. (11) Whether the applicant has provided on the site and final engineering plan and subdivision of land an acceptable plan for the mass delivery of merchandise for new large footprint buildings (greater than twenty thousand (20,000) square feet) including the hours of operation for delivery trucks to come into and exit the property and surrounding neighborhood, if applicable. Analysis: Not applicable for the proposed use. Proposed building is less than 20,000 SF. (12) Whether the applicant has demonstrated that the site and final engineering plan and subdivision of land have been designed to incorporate mitigative techniques and plans needed to prevent adverse impacts addressed in the criteria stated herein or to adjacent and surrounding uses and properties. Analysis: The Final Engineering Plans, in conjunction with the Development Agreement, prevent adverse impacts to adjacent and surrounding uses and properties. The proposed development will provide adequate screening and buffering. In addition, the proposed site circulation will use internal access roads, therefore it will not heavily impact local traffic patterns. Sufficient parking has been proposed for this use based on typical jurisdictional requirements. (13) Whether the applicant has agreed to execute a binding development agreement required by city to incorporate the terms and conditions of approval deemed necessary by the city commission including, but not limited to, any mitigative techniques and plans required by City Code. Analysis: The applicant has agreed to execute a binding Development Agreement dated 7/31/2020. 633 634 635 636 637 638 639 640 641 642 643