City of] Port St.. Joe April 2, 2024 4:00 P.M.  Planning, Development, and Review Board Regular Meeting  Jay Rish Minnie Likely Rawlis Leslie Phil Earley  Hal Keels Travis Burge Chris Karagiannis  PLEDGE OF ALLEGIANCE AND MOMENT OF SILENCE  ROLLCALLOF THE BOARD CONSENT AGENDA:  March 5, 20241 Regular Meeting Minutes  Pages 1-4  BUSINESS ITEMS  Development Order Request- Marina Cottages- St. Joe Marina Cottages LLC  Parcel #'s 04594-030R, 04594-022R, & 04594-021R.  Pages 5-82 Pages 83-89  Ordinance 609 Butler Bay PUD  *You are hereby notified thati in accordance with Florida Statutes, you have the right to appeal any decision made by the Board with respect to any matter considered at the above referenced meeting. You may need to ensure that a verbatim record of the proceedings is made which may need to include evidence and  testimony upon which the appeal is based.    City ofPort St. Joe Regular Meeting March 7,2024  Planning, Development & Review Board  This Meeting is a Continuance, from the March 5, 2024, Meeting.  Minutes  Pledge of Allegiance and Moment of Silence  Roll Call oft the Board Board Jay Rish, Chair Phil Earley, Vice Chair Chris Karagiannis Rawlis Leslie Minnie Likely  Present  Absent  Staff Jim Anderson Mike Laçour Clinton McCahill Kendall Falkner April Thompson  Board Travis Burge Hal Keels  Staff Charlotte Pierce Bo Creel  After ascertaining a quorum was present, Chairman Rish called thel Meeting to Order at 4:001 PM.  Consent Agenda  A Motion was made Vice Chairman Early and seconded by Minie Likely, to approve the February 6, 2024,  Regular Meeting Minutes. Alli in favor; Motion carried 5-0.  Business Items  Special Exception. Request. Rhett &. Brittnie. Butler, 19161 Forest. Park. Ave., Parcel #05677-000R- Thel Butlers were: represented by Tyler Marsh of Southeastern Consulting Engineers. Permission was asked to construct a 36x48 pole barn that would encroach into the 20th Street setback 20: feet and the rear property line setback 2.5 feet. No objections were received. After consideration, Mr. Karagiannis made al Motion to approve  the request; there was as second by Ms. Likely. All in favor; thel Motion carried 5-0. Plat Approval Request, Rish LA ROCA. LLC, Parcel #03072-004R  Ralph Rish of 1887 SR. 30A, Port St.. Joe, FL: 32456, submitted al Plat Approval Request located on. Jones Homestead Road for five residential lots known as Pine Creek. Members reviewed the documents and there were no questions. Chairman Rish stated that he would be abstaining from voting on this issue as this would be inured tol his special private gain or loss. Form 8B, Memorandum ofVoting Conflict for County, Municipal, and Other Local Public Officers as completed by Mr. Rish is attached as Exhibit A. A Motion was made by Mr. Karagiannis to approve thel Plat Request; it was: seconded by Ms. Likely.. All in favor; the Motion passed 4-0 Mr. Earley made al Motion to adjourn; there was a second by Mr. Leslie and the meeting concluded at 4:03E P.M.  with Mr. Rish abstaining.  Kendall Falkner, Deputy Clerk  Date  Jay Rish, Chairman  Date  1    City of Port St. Joe Regular Meeting March 5, 2024 Minutes  Planning, Development & Review Board  MEETING CONTINUED UNTIL MARCH 7,2024, AT4 4:001 P.M.  Pledge of Allegiance and Moment of Silence  Roll Call of the Board  Present  Absent  Board Jay Rish Chris Karagiannis  Staff  Board  Staff Bo Creel  Jim Anderson Travis Burge MikeLacour Phil Earley Charlotte Pierce Hal Keels Clinton McCahill Rawlis Leslie April Thompson Minnie Likely  At4:031 P. M., after ascertaining that a quorum was not present, Chairman Rish continued the meeting until 4 P.M., on Thursday, March 7,2024. Phil Earley, Hal Keels, and Minnie Likely notified City Staff that they would  be unable to attend the meeting today. Consent Agenda Business Items  February 6, 2024, Regular Meeting Minutes  Special Exception. Request- Rhett and Brittnie Butler, 19161 Forest Park. Avenue, Parcel #05677-000R  Plat Approval Request Rish LA ROCA. LLC, Parcel #03072-004R  Charlotte M. Pierce, City Clerk  Date  Jay Rish, Chairman  Date  2    Exhibit A  FORM 8B MEMORANDUM OF VOTING CONFLICT FOR COUNTY, MUNICIPAL, AND OTHER LOCAL PUBLIC OFFICERS  S/NAME-FIRSTN NAME-MIDDLE NAME bas Ja Willrn Ios4sL MAILISGADDRESS 1o. Ba 9 CITY Port St.. Joe, FL DATE ONWHIGH voTy OCCURRED 3/7/24  NAME OFE BOARD, COUNCIL, COMMISSION, AUTHORITY, OR COMMITTEE Planning, Development, and Review Board THE BOARD, COUNCIL, COMMISSION, AUTHORITY ORC COMMITTEE ON  WHICHIS SERVE ISAUNITOF: bdo CITY NAME OFF POLTICALSUBDMISION: City of Port St. Joe MYPOSITIONIS:  COUNTY Gulf  OCOUNTY a ELECTIVE  DOTFERLOCALACENCY d APPOINTIVE  WHO MUST FILE FORM 8B  This formi is for use by any person serving ati the county, city, or other local level of government on an appointed ore elected board, council, commission, authority, or committee. It applies to members of advisory and non-advisory bodies who are presented with a voting conflict of Your responsibilities under the law when faced with voting on a measure in which you! have a conflict ofi interest will vary greatly depending on whether youl hold an elective or appointive position. For this reason, please pay close attention to the instructions on this form before  interest under Section 112.3143, Florida! Statutes.  completing and filing the form.  INSTRUCTIONS FOR COMPLIANCE WITH SECTION 112.3143, FLORIDA STATUTES Ap person holding elective or appointive county, municipal, or other local public office MUST ABSTAIN from voting on a measure which would inure to his or her special private gain or loss. Each elected or appointed local officer also MUSTA ABSTAIN from knowingly voting on a measure which would inure to the special gain or loss of a principal (other than a government agency) by whom he or she is retained (including the parent, subsidiary, or sibling organization of a principal by which he or shei is retained); to the special private gain orl loss ofa relative; ort to thes special private gain orl loss of a business associate. Commissioners of community redevelopment agencies (CRAs) under Sec. 163.356 or 163.357, FS., and officers of independent special tax districts elected on a one-acre, one-vote basis are not prohibited For purposes oft this law, a' "relative" includes only the officer's father, mother, son, daughter, husband, wife, brother, sister, father-in-law, mother-in-law, son-in-law, and daughter-in-law. A" business associate" means any person or entity engaged in or carrying on a business enterprise with the officer as a partner, joint venturer, coowner of property, or corporate shareholder (where the shares of the corporation  from voting int that capacity.  are not listed on any national or regional stock exchange).  ELECTED OFFICERS:  In additioni to abstaining from voting int the situations described above, your must disclose the conflict:  PRIOR TO THE VOTE BEING TAKEN by publicly stating tot the assembly the nature of youri interesti in the measure on which you are WITHIN 15 DAYS AFTER THE VOTE OCCURS by completing and filing this form with the person responsible for recording the  abstaining from voting; and  minutes oft ther meeting, who shouldi incorporate thei formi int the minutes.  APPOINTED OFFICERS:  Although you must abstain from voting in the situations described above, you are not prohibited by Section 112.3143 from otherwise participating in these matters. However, you must disclose the nature of the conflict before making any attempt to influence the decision, IF YOU INTEND TO MAKE ANY ATTEMPT TO INFLUENCE THE DECISION PRIOR TO THE MEETING. AT WHICH THE VOTE WILL BE Your must complete and file this form (before making any attempt toi influence the decision) with the person responsible for recording the  whether orally ori in writing and whether made by you or at your direction.  TAKEN:  minutes oft the meeting, who will incorporate thei form int the minutes. (Continued on page 2)  CE FORME 8B- EFF. 11/2013 Adopted byr reference in Rule: 34-7.010(1)(), F.A.C.  PAGE1  3    APPOINTED OFFICERS (continued)  Acopy of the form must be provided immediately tot the other members of the agency. The form must be read publicly at the next meeting after the formi is filed. IF YOUN MAKE NOATTEMPT TO INFLUENCE THE DECISION EXCEPT BY DISCUSSION. AT THEI MEETING: Your must disclose orally the nature ofy your conflict int ther measure before participating. agency, andi thet form must be read publicly att the next meeting aftert the formi is filed.  Your must complete the form and file it within 15 days after the vote occurs with the person responsible for recording the minutes oft the meeting, who must incorporate the form int the minutes. A copy of thet form must be provided immediately tot the other members of the  DISCLOSURE OF LOCAL OFFICER'S INTEREST  disclose hereby  Jh  that on_ 3-2  20-24.  foaln  (a)A measure came or will come before my agency which (check one or more) inured to my special private gain or loss; inured tot the special gain orl loss of my business associate, inured tot the special gain orl loss of myr relative, inured tot the special gain orl loss of whoml lam retained; or inured tot thes special gain or loss of  by which  ist the parent subsidiary, ors sibling organization or subsidiary of aj principal which has retained me. (b) The measure before my agency and ther nature of my conflicting interest int the measure is as follows:  If disclosure of specific information would violate confidentiality or privilege pursuant to law or rules governing attorneys, a public officer, who is also an attorney, may comply with the disclosure requirements of this section by disclosing the nature of the interest in such a way  as to provide the public with notice of the conflict.  31-24 Date Filed  Sjenature  NOTICE: UNDER PROVISIONS OF FLORIDA STATUTES $112.317, A FAILURE TO MAKE ANY REQUIRED DISCLOSURE CONSTITUTES GROUNDS FOR AND MAY BE PUNISHED BY ONE OR MORE OF THE FOLLOWING: IMPEACHMENT, REMOVAL OR SUSPENSION FROM OFFICE OR EMPLOYMENT, DEMOTION, REDUCTION IN SALARY, REPRIMAND, ORA  CIVIL PENALTYNOT TO EXCEED $10,000. CEF FORME 8B-E EFF. 11/2013 Adopted by referencei inF Rule 34-7.010(1)(), F.A.C.  PAGE2  4    SCE SOUTHEASTERN CONSULTING ENGINEERS, INC.  120 N. HwY 71 P.0. Box 141 March 25, 2024 City ofPort St. Joe Jim Anderson City Manager  WWW.SOUTHEABTERNCE.COM  850.639.3860  WEWAHITCHKA) FLORIDA 32465  303 Cecil G. Costin Sr. Blvd, Port St. Joe, Florida 32456 MARINA COTTAGESDEVELOPMENT SCEPROJECTNO:23-881-01)  RE: REQUESTTOUTILIZEGULFCOUNTYPARCEL IDNO:04594-022R FOR  Mr. Anderson,  On behalf of St. Joe Marina Cottages LLC, we are: requesting to utilize a  0.23-acre parcel (GulfCounty Parcel Id) No: 04594-022R) that is owned by the City ofPort St. Joe: for the Marina Cottages Development proposed to bel located on Gulf County Parcel Idl No: 04594- 030R. The city owned parcel is intended to be used for extending Dockside Drive to the existing roundabout along with providing 5 additional parking spots. Please see the Ifthe City ofPort St. Joe has no objections to our request, we ask that you provide us with an approval letter. Should you have any questions, please do notl hesitate to contact me any  included site plan for further information.  time at 850.639.3860. Sincerely,  SOUTHEASTERN CONSULTING ENGINEERS, INC.  L L6 L.. Jack Husband III, P.E. President  5    March 27,2024 City ofPort St. Joe Jim Anderson City Manager Mr. Anderson,  303 Cecil G. Costin Sr. Blvd, Port St. Joe, Florida 32456  This letter shall serve as an approval for St.. Joe Marina Cottages LLC to improve portions ofa parcel currently owned and managed by Marina Cove Home Owners Association for additional parking area as shown in the plans provided to the City of Port St.. Joe. All board members have  approved to allow these improvements via unanimous decision.  22  3-27-24  Marina Cove Home Owners. Association  Date  President  -    MATCHLINE  MATCHLINE  SPROJECT NUMBER:2 23-881 1-01 REVISIONS: ED y DRAWN FOR:ST, 0EN SSETARES PORT JOE. FL3 32456  OVERALL SITE PLAN MARINA HARBORVIEW! DR PORT ST. JOE, (GULF COUNTY PARCEL I.D.:  SCE    7Z < P D U 0   P 0 J  U  PROJECT NUMBER:23-881 -01 DERIGNED BY DRAWN eY: CHECKED BY: MUSBANO 000 MORNING COTTAGES PUNF JDE, FL:  COVER SHEET MARINA PORT ST. JOE, FLORIDA (GULF COUNTY PARCEL I.D.:  SCEJ  DR      I  -  PROJECT NUMBER:23-881 -01 uY oY: N/A - 05 COTT TAGES LLO JOE. 32456  GENERAL NOTES MARINA COTTAGES HARBORVIEW! DR PORT ST. JOE, FLORIDA IGULF COUNTY PARCEL I.D.: 04594-030R)  SCEJ    8  gPROJEOT NUMBER:23-881 -01 REVISIGNG: DEDIGNED ay DYi CHECKED MURPHY u. 0 SFOR:ST. 000 MORNING SPTARESL PORT JOE. 32456  EXISTING CONDITIONS PORT ST. JDE,, FLORIDA  SCE SOUTHEABTERN  91 N  DR LD.:04594-030R)  (GULF COUNTY    /29/2024  0  8  B  1  PROJRCT DESIONEO BY DRAWN BY: CHEEKED o! SFOR:ST, DE ORNING ST. SUNF JOE,  REVISIONS:  DEMOLITION PLAN MARINA COTTAGES ARBORVIEW DR PORT ST. JOE, FLORIDA I.D.:  SCE  (GULF COUNTY    MATCHLINE  MATCHLINE  REVISIONS:  DEBIGNED DRAWN ny: CHECKED Y:o MARIN SOTTAGES LLC ORTE  2 OVERALL SITE PLAN MARINA COTTAGES PORT ST. JOE, (GULF COUNTY PARCELI I.D.:  SCE BOUTHEAS  DR    Ss AL  NUMBER:2 23-881-01 DESIGNED DRAWNEY: CHECKEDEYDATE HUB JOE MORNING SPTAPESL LLC JOE. FL 32456  ENLARGED SITE PLAN-01 MARINA COTTAGES HARBORVIEW DR PORT ST. JDE, FLORIDA (GULF COUNTY PARCEL I.D.:  SCE SOUTHEAB    MUMBE:23-8B1-01 REVISIONS: OCSIGNED ORAWN BY: CHECKED V:DATE C.MURPKY COTTAGES ING ST. LLC JOE. FL 33456  ENLARGED SITE PLAN-02 PORT ST. JOE, FLORIDA  SCE OUTHE  9 0 ERSE 0  DR I.D.:  (GULF COUNTY    PROJECT 23-881 1-01 REVISIONS: APEsIG GNED BY DRAWN av: BV MURPHY J. HUSB a JOE MARINA LLC D MORNING ST.  ORT JOE. 32456  ENLARGED SITE PLAN-03 PORT ST. JOE, FLORIDA  SCE SOUTHE EABTERN  DR. I.D.:  (GULF COUNTY    23-881 -01 REVISIONS: CHECKED MURPHY J. GOTTAGES ST. ST. JOE. FL 32456  ENLARGED SITE MARINA PORT ST. JDE, FLORIDA (GULF COUNTY PARCEL LD:04594-030R)  SCE OUT  DR    PROJECT MUBN23-BB1-01 REVISIONB: DRAWN RY: CHKEKKE ADAESET AGES 32456  ENLARGED  PLAN-01 DR  SCE  MARINA COTTAGES PORT ST. JDE, FLORIDA (GULF COUNTY PARCEL I.D.: 04594-030R)    gPROJECT UMBEI23-881-01 REVISIONS: v: DRAWN CHECKED FOR:S GE COTTAGES  ENLARGED GRADING PLAN-02 MARINA HARBORVIEW DR. PORT ST. FLORIDA 1.D.:  SCE  0 DE  (GULF    PROJECT NUMBER:23-881 -01 DE APESL JOE. FL3 32456  ENLARGED GRADING PLAN-D3 MARINA COTTAGES PORT ST. JOE, (GULF COUNTY PARCEL 1.D.:04594-030R)  SCE  DR    PROJECT NUMBER:2 23-881 1-01 JOE CTTACES JOE. FL: 32456  20 ENLARGED GRADING PLAN-04 MARINA COTTAGES PORT ST. JOE, (GULF COUNTY PARCEL L.D.: 04594-030R)  SCEJ RN  DR    BPROJECT - SrOR:sT, 05 MARINA COTTAGES ST. LLC W PORTS UITE 325 JDE, 32456  1-01 REVISIONS:  H DRAWN eY: CHECKED BY:OAT EM EROSION CONTROL PLAN & DETAILS  SCE SOUTHE  MARINA COTTAGES PORT ST. (GULF COUNTY PARCEL I.D.:  DR    E  NUMBER: 23-B81 T-01 DEBIGNEO V DRAWN BY: CHECKED ov: COTTAGES LLO PORTS JOE. FL: 32456  22  CUT & FILL DIAGRAM HARBORVIEW DR PORT ST. JOE, FLORIDA (GULF COUNTY PARCEL I.D.: 04594-030RI  SCE DUTHEABTE RN ef    CML  BPROJECT MUMBEm23-8B1-01 REVISIONS: DEBIGNED ov ORAWN - FOR:ST. JDE MARINA COTTAGES LLC U PORTE ST.. JDE, FL3  ITEN PRE-DEVELDPEMENT DRAINAGE BASIN  SCE BUTHEABTERN  MARINA COTTAGES PORT ST. JOE, (GULF COUNTY PARCEL I.D.: 04594-030R)  23  DR    I  PROJECT PEBIGNED BY DRAWN BY: CHECKED Bv: DATE FOR:ST. 61 JDE COTTAGES LLC! PORT: ST.. JOE. FL 32456  1-01 REVISIONS:  DRAINAGE BASINS DR  SCE EE  MARINA COTTAGES HARBORVIEW PORT ST. JDE, (GULF COUNTY PARCEL I.D.:  24    le  EE  PROJECT NUMBER:2 23-881-01 REVIBIONS: DEBIGNED BY: DRAWN SY: CHECKED BYDATE IEM M/A URPHY UDE COTTAGES LLC PORT ST. JOE. FL 32456  STORMWATER PLAN MARINA COTTAGES HARBORVIEW DR PDRT FLORIDA (GULF COUNTY PARCEL I.D.:  SCE DUTHEABYI LBA  35    e  PROJECT MUMBEN23-BB1-D1 REVISIONS: PKRIGHEO BY ORAWN ay: CHECKED L SFORISE, JDE OTTABES ST. a PORT ST. JDE, FL3  UTILITY PLAN 26 MARINA HARBORVIEW! DR PORT ST. JOE, FLORIDA (GULF COUNTY I.D.:  SCE    NUMBER: 23-881-01 DESIGNED ev: CHECKEO PORI JOE COTTAGES LLO PORT OE. 32456  SANITARY SEWER DETAILS HARBORVIEW DR PDRT ST. JOE, FLORIDA (GULF COUNTY PARCEL I.D.:  SCE BOUTHEASTE ERN  21    4333  13555  EES 5553 33333 353 E 585 Ses SSsE S8s  REVISIONS: ETAPEH LLC  PERIGNED DRAWN DY: CHECKED BY:OATE TEM  POTABLE WATER DETAILS MARINA COTTAGES HARBORVIEW DR PORT ST. FLORIDA (GULF COUNTY PARCEL I.D.:  SCE OUYHEASTERN  23      NUMBER: 23-881-01 REVISIONS: DESIONED DYE DRAWN BY: CHECKED BY:DATE BY MURPHY HURBAND FOR: IGE COTTAGES LLC JOE. 32456  MISCELLANEOUS DETAILS HARBORVIEW DR PORT ST. JOE, FLORIDA (GULF COUNTY PARCEL 1.D.: 04594-030R)  J  SCE GUTHEAETERN  29    ETI 45E1  00EB  TOPOGRAPHIC. SURVEY SECTION 02, TOWNSHIP 08 11 3D SOUTH, RANGE WEST DRIVE FLOPUA  Dewberry"    ORDINANCEI NO. 606  ANC ORDINANCE. AMENDINGTHELAND: DEVELOPMENT REGULATIONS OF THE CITY OF PORT ST. JOE, SPECIFICALLY CITY-INITIATED TEXT AMENDMENT TO (1) ESTABLISHED A DEFINITION FOR DOWNTOWN MARINA AREA, (2) TO AMEND THE PLANNED UNIT DEVELOPMENTSTANDARDS; PROVIDING FOR REPEAL OF ANY CONFLICTING ORDINANCES; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE  DATE.  WHEREAS, the City of Port St. Joe City Commission has adopted the Comprehensive Plan within which are included goals, objectives, and policies related to the adoption of land WHEREAS, Chapter 163, Part I, Section 3201, the Florida Statutes, requires the implementation of these goals, objectives, and policies through the adoption of consistent land WHEREAS, Chapter 163, Part II, Section 3202, ofthel Florida Statutes requires each county and municipality to adopt or amend and enforce land development regulations that are consistent with and implement the adopted comprehensive plan within one (1) year after submission of the WHEREAS, the Planning and Development and] Review Board ini its capacity as the Local Planning Agency, considered this request, found it consistent with the goals, objectives and policies oft thel local Comprehensive Plan, and recommended approval mapopatyadetiadphiel hearing  development regulations; and development: regulations; and  revised comprehensive plan for review to the state; and  on October 3, 2023;  NOW THEREFORE, IT BE ORDAINED by the City Commission of the City ofE Port Section 1.Thei following Sections ofthel Land Development Regulations are tol be amended:  St.. Joe, Florida, amends the Land Development Regulations as follows:  ARTICLELG GENERAL, PROVISIONS: Section 1.03. Definitions.  And;  ARTICLE III. LAND USE: TYPE, DENSITY, INTENSITY: Section 3.17(4)c. Planned Unit Development (PUD).  (See Exhibit A for thel Proposed Text Amendment and Exhibit Bi for thel Proposed Section 2. Upon this Ordinancel becoming effective, the City ofPort St.. Joel Land Development Regulations shalll bea amended tor reflect thet text amendments to ARTICLELGENERALI PROVISIONS and ARTICLE: II. LANDI USE: TYPE, DENSITY,INTENSITY as described on attached Exhibit' "A".  Boundary oft the Downtown Marina. Area)  31    Section: 3. Thej provisions ofthe Ordinance are hereby declared tol be severable. Ifany revision oft this Ordinance, or the application thereof, to any person or circumstance is held to bei invalid, such invalidity shall not affect other provisions or applications of this Ordinance that can be given effect  without thei invalid provision or application.  Section 4. This Ordinance shall become effective as provided by law. This Ordinance was adopted in open regular meeting after its second reading  this 25de4ghesmky 202-3, after due notice in accordance with Florida Law. ATTEST: BOARDO OFCITY COMMISSIONERS OFI PORT ST. JOE, FLORIDA  Baahihe Charlottel M. Pierce, City Clerk APPROVED. ASTOFORM: OhsAr Clinton McCahill, City Attorney  RexBuzzett, Mayor Abgpt  32    EXHIBIT A  Land Development Regulations, Part MI ARTICLEL. GENERAL PROVISIONS: Section 1.03. Definitions.  Downtown Marina Area: An area that is bounded to the north by Marina Drive from the intersection of Baltzell Avenue to the Mean Sea Level of St. Joe Bay, bounded to the east by Baltze!l Avenue from the intersection of Marina Avenue to the intersection of Harborview Drive, bounded to the south by Harborview Drive from the intersection of Baltzell Avenue extended to the Mean Sea Level ofSt. Joe  Bay and bounded along the west by the Mean Sea Level of St. Joe Bay,  And;  Article III. Land Use: Type, Density, Intensity Section 3.17: Planned Unit Development district  Section 3.17(4)c:  C. Ar minimum site size off five acres is required unless the sitei is located within a the Expanded Boundary of thel Port St. Joel Redevelopment Area, OF the North Port St.. Joel Mixed Use Overlay District or thel Downtown Marina Area whereupon only one acre is required.  33    EXHIBITB  Downtown Marina Area  hbh4  NAA  34    NOTICE OF PUBLIC HEARINGS FOR A TEXT AND ZONING AMENDMENT TO1 THE CITY OF PORT ST. JOE LAND DEVELOPMENT REGULATIONS ANDZONING MAP Public Hearinge ofthe CiyofPortSt.J Joe Planning and Development! Review! Board and City Commission Thep Planninga and! Developmmentn ReviewE Boards siingast thelocalplanning: sgency wB holdeh hearing e14 4:00 pm., EST, al 2775 Gentson Avenue, Por SL.. Joe, Fiorida. Tuasday, Octobar 3, 2025, oras soon thersater a6 thet may be heard. Te purposed aftheF PublicH Hearing wlibet ay Commissionatf for then adoplion dfal Text Amendment! lot the Land Development Regudatonst by Ordinance! NO,6 6061 relalingt thereto, the fitle end an anendmentt to the Zoning! Map toe establsh Marine Callages Planned Unit Development Distict by NO. 607 relating thersto, thet te 'whichisel forthbelow. The ChyofPonsL Joe City Commissions wille conducte Public Hesring, hold the! Frst madingdlOrdinanee! NO. 6060 and Ordinance! NO. 607, thet below, 012775 Avenwe, PortSL. Joe, Florida onT Tuesday, Ortobart 17,2023, at1 12:00 pm, EST, ores theresfer ast the suer mayb bo! heard. Thep purposedf the Publlc Hearing winp to consider and Dhe frat reafingafan arfinence amendingt the Tedofthel Development Regulations andto considers andconduct the frsi rvading of en ordnance estabishing . Marina Coltages Plamed Unin Development! Disvici. Thet tia efthes ordinancest tobec considereds sreselforthp below. wili conductel Public Hearing and holthe fnale readingefc Ordinenca 606, thet Clec ofv which are set forhbelow, 812775 Garison 7,2023, a112:00p Public p.m. EST, or BSS soont thereaitsra as thek may be! hoard. Thep purpose dt the Hearingwil betoccnaidere endo conduct! thet final readinge ofanordinancet amendingt thet finat thel Tutofthe and to conaider and conduct madingetan estabishingal Marina Cottages Planned! Unt Development District Thatiie tobec conmideredares satforthb below. ORDBANCE) NO. 606 AN ORDINANCE AMENDING THEL LANDI DEVELOPMENTE REGULATIONS OF THE cTy OF PORT ST. JOE, SPECIFICALLY CIY-NITIATED TEXT AMENDMENTI To (1) ESTABLISHED A1 DEFNITION FOR DOWNTOWN MARINA AREA, ). TO AMEND THE PLANNED UNIT DEVELOPMENT STANDARDS: PROVIDING FOR REPEAL OF ANY CONFUCTNG ORDNANCES; PROVIDBG FOR FORA ANEFFECTIVED DATE. ORDIANCE NO. 607 ANC ORDINANCE OF THE CyOF PORT ST.. JOE, FLORDA, RELATINGT TO AND AMENDING THE ZONING CODE: AMENDING THE cy OF PORT ST. JOE ZONING MAP; DESIGNATING AND ESTABLISHNG THE MARNA COTTAGES PLANNED UNIT DEVELOPMENT ZONING DISTRICT: ADOPTING CERTAIN REGULATORY REQUIREMENTS! FOR THE MARINA COTTAGES PLANNED UNIT DEVELOPMENT ZONING DISTRICT 70 SUPERSEDE REQUREMENTS N THE cmY OF PORT 87. JOE ZONING CODE: PROVIDING FOR REPEAL OF ANY CONFLICTING ORDNANCES; PROVIDING FOR SEVERABILITY; AND  mrommendationto he PorSLJ Joe  set lorthbeiow pres setforth  The Cayo dPorts SL Joe Chy Avenue, Port SL. Joe, Florida, onT Turaday, Land Development oftheo  EVERABILITY;ANDP And;  PROVIDNGI FOR EFFECTIVE DATE,  Coples afthe TexiA Amendmeni tot the! LandDeveiopmen!! Regulations aniheN Marina Cotages Planned Unn Dovelopment Distriet l avallable for publc a the CityolP Part SL. Joec Ciy Hall, locateds at3 305 CeclIG. Cosfin, St. BNd., PartSL.Joe, Theheaingr maybec contnuedt tomt timetot time asn mayb be necetsary. Interested parsons may and be heand a the pubkc hearing or provide nwtingtptec Cly Commlasioners. Commentsc canbe maledto Ciy afF Pori St. Joe, Chy Hel, 305 Cech G. Costin, Sr. eivd, Port SL Jon, Florida. ofthes pabichaingwsathen mecorded. Persansw wishinglo appealany decision made during the heatng wLr needa r record ofu the proceeding and shouid ensure a verbatim record is mede, including the leslimony onv whlch De appealis Anypersonr requlrings speciala accommodation at this hoaringb becsuse ofed disabiftyor should contectt the Cay Clerks Oflice at( (850): 22B-4261, a1 lesst  Florida.  based, physicall five (S)calendard deys priorsotheh hearing. Cryo COMMISSIONOF THEC cmy OFPORTS ST.JOE,F FLORIDA  35    ORDINANCE, NO.607  AN ORDINANCE OF THE CITY OF PORT ST. JOE, FLORIDA, RELATINGTO. AND. AMENDING THE ZONING CODE; AMENDING THE CITY OF PORT ST. JOE ZONING MAP; DESIGNATING AND ESTABLISHING THE MARINA COTTAGES PLANNED UNIT DEVELOPMENT ZONING DISTRICT; ADOPTING CERTAIN REGULATORY REQUIREMENTS FOR THE MARINA COTTAGES PLANNED UNIT DEVELOPMENT ZONING DISTRICT TO SUPERSEDE REQUIREMENTS IN THE CITY OF PORT ST. JOE ZONING CODE; PROVIDING FOR REPEAL OF ANY CONFLICTING ORDINANCES; PROVIDING FOR SEVERABILITY;  AND PROVIDING FOR. AN: EFFECTIVE DATE.  WHEREAS, The City of Port St. Joe ("City") has deemed it appropriate to establish a planned unit development for a community ("Marina Cottages Planned Unit Development Zoning District") to be located on a parcel of land which is legally described in Exhibit WHEREAS, on October 3, 2023, the Planning and Development Review Board for the City, recommended approval of the Marina Cottages Planned Unit Development Zoning District; WHEREAS, The Marina Cottages Planned Unit Development Zoning District is intended to consist of a residential development that includes recreational amenities such as a club WHEREAS, The Marina Cottages Planned Unit Development Zoning District will be served WHEREAS, The Marina Cottages Planned Unit Development Zoning District will comply with the all applicable stormwater management requirements for the Property; and NOW THEREFORE BE IT ORDAINED BY THE BOARD OF CITY COMMISSIONERS OF THE CITY OF PORT ST.JOE, FLORIDA:  "A", attached and incorporated herein ("Property"); and  and  house and swimming pool; and by City water and sewer facilities; and  ECTIONINAME  This Ordinance shall be known as the implementing ordinance for the Marina Cottages SECTION2. CONSISTENCY WITH CITY OF PORT ST.JOE COMPREHENSIVE The Board of City Commissioners hereby finds and determines that the Marina Cottages Planned Unit Development Zoning District is consistent with the goals, objectives, and  Planned Unit Development Zoning District.  PLAN  36    policies of the City of Port St. Joe Comprehensive Plan, including but not limited to Future  Land Use Element Policy 1.3.4, High Density Residential R-3.  SECTION3.. APPROVAL  The establishment of the Marina Cottages Planned Development Zoning District on the lands legally described in Exhibit "A", which is attached hereto and incorporated herein by this reference, is hereby approved subject to the conditions in this Ordinance.  SECTION4.1 PERMITTED USES  The following uses shall be principal permitted uses within all areas of the Marina  Cottages Planned Unit Development (PUD) Zoning District:  A. Residential. Single family and multi-family residential units. Density shall B. Recreation. Active recreation means recreational lands and improvements that are facility oriented which may require equipment and take place at prescribed places, or sites, which may include a club house, changing rooms/restrooms and pool. Passive recreation means recreational lands and improvements that are natural resource oriented. Passive recreational facilities may include, but are not limited to walking and nature trails, viewing C. Permitted Accessory and Ancillary Uses. The following shall be accessory permitted uses within all areas of the Marina Cottages Planned Unit Development Zoning District: Uses of land customarily incidental and subordinate to one of the permitted principal uses, including but not limited to a sales center, parking facilities, mail kiosk, trash and recycling containers and other uses or facilities  not exceed fifteen (15) units.  platforms, boardwalks, picnic areas and bird watching.  associated with the support of the permitted principal uses.  SECTION5.1 DEVELOPMENT STANDARDS  A. All residential uses shall be served by central potable water facilities and central B. All development within the Marina Cottages Planned Unit Development Zoning District shall be in compliance with all applicable land development regulations of the City of Port St. Joe, except as otherwise contained in this Ordinance. The minimum setbacks for residential units shall be as follows: Side Setback: Zero (0). Feet (Six (6) feet between buildings)  wastewater facilities, as] provided by the City.  Front Setback: Zero (0) Feet Rear Setback: Zero (0) Feet  37    D. There shall be a minimum lot width oft twenty-two (22) feet and minimum lot E. There shall be a minimum lot size of1,100 square feet and ai minimum square F. Maximum overall impervious coverage oft the entire site shall be 80%. G. Sidewalks will have a minimum width of four (4) feet and will provide access to all residential lots, parking areas and amenity areas. The sidewalks may be ofan H. A minimum of24j parking spaces will bej provided, which will include at least 2 I. The developer will construct all residential lots, sidewalks, connecting road, parking area, which may include offsite overflow parking areas and the amenity area as one (1): single phase, as depicted on the Marina Cottages PUD Master Plan J. The developer will create and establish the Marina Cottages Homeowners Association (HOA). The HOA will be responsible for maintaining the sidewalks, parking areas, including any offsite and the amenity areas as depicted on the K. Signs visible from a public road, which are not otherwise subject to stricter standards imposed on the property, shall be consistent with applicable City L. Section 5.04 of the Land Development Regulations, as well as any other provisions with respect to buffer zones shall not apply to any portion of the M. All construction shall meet the standards in the Florida Building Code, latest  depth of fifty (50): feet.  feet ofl living area of6 650 square feet.  impervious or pervious surface material. handicap parking spaces.  in Exhibit "B".  Marina Cottages PUD Master Plan in Exhibit"B".  regulations.  Marina Cottages Planned Unit Development Zoning District.  edition.  SECTION 6.1 DEVELOPMENT PLAN/PLAT PHASING  The Marina Cottages Planned Unit Development Zoning District Subdivision will be developed as one (1) phase, with the submission of development plan and preliminary plat. All development plans will be reviewed as a Level 2 Major Development as such term is defined in the Code. The City will review the preliminary plat as part of the development review process. The development plan, preliminary plat and appropriate application fees shall be initially submitted to the City for review. The applicant may obtain simultaneous approval of the preliminary plat, development order and development permit approval with  respect to the development.  38    SECTION7. CREATION OF ZONING DISTRICT  The purpose of this Ordinance is to create the text of the Marina Cottages Planned Unit Development Zoning District. The precise location of the permitted uses will be set forth in the application for development plan and preliminary plat approval. This Ordinance is  not intended as a unified plan of development. SECTION: 8. ENFORCEMENT  The City may enforce this Ordinance as authorized by law. SECTION: 9. OTHIER ORDINANCES  Except as specifically modified or changed in this Ordinance, all provisions of the Code  shall apply in the same manner as throughout the City.  SECTION 10. ZONING MAP  Upon this Ordinance becoming effective, the City of Port St. Joe Zoning Map shall be amended to show the property described on attached Exhibit "A" as the Marina Cottages  Planned Unit Development Zoning District. SECTION11. SEVERABILITY  The provisions of the Ordinance are hereby declared to be severable. If any revision of this Ordinance, or the application thereof, to any person or circumstance is held to be invalid, such invalidity shall not affect other provisions or applications of this Ordinance  that can be given effect without the invalid provision or application.  SECTION 12. EFFECTIVEI DATE  This Ordinance shall become effective as provided by law.  This Ordinance was adopted in open regular meeting after its second reading  this 7'5 Law. ATTEST:  Moenéuins, after due notice in accordance with Florida  Ay6  BOARD OF CITY COMMISSIONERS OF PORT ST.. JOE, FLORIDA  Bubhtee Charlotte M. Pierce, City Clerk  ygt  Rex' Buzzett, Mayor  39    APPROVED AS TO FORM: Gi  Clinton McCahill,  Attomey City  4D    EXHIBIT "A"  GULFCOUNTY PARCELI ID: 04594-030R:  A PARCEL OF LAND IN SECTION 2, TOWNSHIP 8 SOUTH, RANGE 11 WEST, LYING AND BEING SITUATE IN GULF COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCE AT THE POINT OF INTERSECTION OF THE NORTHWESTERLY RIGHT OF WAY LINE OF FOURTH STREET (60 FOOT RIGHT OF WAY) WITH THE SOUTHWESTERLY RIGHT OF WAY LINE OF BALTZELL AVENUE (60 FOOT RIGHT OF WAY) AND RUN THENCE NORTH 18 DEGREES 46 MINUTES49 SECONDS WEST ALONG THE SAID SOUTHWESTERLY RIGHT OF WAY LINE OF BALTZELL AVENUE FOR 780.00 FEET TO A FOUND SIX INCH BY SIX INCH CONCRETE MONUMENT (NO IDENTIFICATION): THENCE CONTINUE NORTH 18 DEGREES 46 MINUTES 49 SECONDS WEST ALONG SAID RIGHT OF WAY LINE FOR 407.74 FEET TO A FOUND SIX INCH BY SIX INCH CONCRETE MONUMENT MARKING THE INTERSECTION OF THE SAID SOUTHWESTERLY BOUNDARY OF BALTZELL AVENUE WITH THE SOUTH RIGHT OF WAY LINE OF MARINA DRIVE (60 FOOT RIGHT OF WAY); THENCE NORTH 89 DEGREES 37 MINUTES 38 SECONDS WEST ALONG SAID SOUTH RIGHT OF WAY LINE FOR 731.95 FEET TO THE NORTHWEST CORNER OF VILLAGE AT MARINE COVE, A SUBDIVISION AS PER PLATTHEREOF RECORDED IN PLAT BOOK 4, PAGE 48 OF THE PUBLIC RECORDS OF GULF COUNTY, FLORIDA; THENCE LEAVING SAID SOUTH RIGHT OF WAYLINE RUN SOUTH 00 DEGREES 21 MINUTES 19 SECONDS WEST, ALONG THE WEST BOUNDARY OF SAID VILLAGE AT MARINA COVE AND A PROJECTION THEREOF, FOR A DISTANCE OF 484.46 FEET TO THE SOUTH BOUNDARY LINE OF PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 486, PAGE 580 OF THE PUBLIC RECORDS OF GULF COUNTY, FLORIDA (AREA B) FOR THE POINT OF BEGINNING; THENCE LEAVING SAID PROJECTION RUN EASTERLY ALONG SAID SOUTH BOUNDARY AS FOLLOWS: SOUTH 89 DEGREES 32 MINUTES 31 SECONDS EAST, FOR A DISTANCE OF 29.39 FEET TO A POINT OF CURVE TO THE RIGHT; THENÇE ALONG SAID CURVE WITH A RADIUS OF 137.00 FEET, THROUGH A CENTRAL ANGLE OF 22 DEGREES 22 MINUTES 48 SECONDS, FOR AN ARC DISTANCE OF 53.51 FEET (CHORD OF SAID ARC BEING SOUTH 78 DEGREES 21 MINUTES 07 SECONDS EAST,53.17F FEET); THENCE SOUTH 671 DEGREES 091 MINUTES 43 SECONDS EAST, FOR A DISTANCE OF 14.19 FEET TO A POINT OF CURVE TO THE LEFT; THENCE ALONG SAID CURVE WITH A RADIUS OF 163.00 FEET, THROUGH A CENTRAL ANGLE OF 22 DEGREES 22 MINUTES 48 SECONDS, FOR AN ARC DISTANCE OF 63.67 FEET (CHORD OF SAID ARC BEING SOUTH 78 DEGREES 21 MINUTES 07 SECONDS EAST, 63.26 FEET); THENCE SOUTH 89: DEGREES 32 MINUTES 31 SECONDS EAST, FOR A DISTANCE OF 31.45 FEET TO A POINT ON A NON- TANGENT CURVE CONCAVE TO THE NORTHEASTERLY THENCE LEAVING SAID SOUTH BOUNDARY RUN SOUTHEASTERLY ALONG SAID CURVE WITH A RADIUS OF 78.00 FEET, THROUGH A CENTRAL ANGLE OF 41 DEGREES 33 MINUTES 35 SECONDS, FOR AN ARC DISTANCE OF 56.58 FEET (CHORD OF SAID ARC BEING SOUTH 51 DEGREES 02 MINUTES 11 SECONDS EAST, 55.35 FEET); THENCE SOUTH 00 DEGREES 26 MINUTES 58 SECONDS WEST, FOR A DISTANCE OF 55.78 FEET TO THE NORTHERLY BOUNDARY OF PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 397. PAGE 453 OF THE PUBLIC RECORDS OF GULF COUNTY, FLORIDA;  41    THENCE SOUTH 71 DEGREES 15 MINOTES 08 SECONDS WEST, ALONG SAID NORTHERLY BOUNDARY, FOR A DISTANCE OF 308.62 FEET TO THE MEAN HIGH WATER: LINE OF ST. JOSEPH BAY;THENCE: LEAVING SAID NORTHERLY BOUNDARY RUN NORTH 45 DEGREES IO MINUTES 52 SECONDS WEST, ALONG SAID MEAN HIGH WATER LINE, FOR A DISTANCE OF 50.00 FEET; THENCE LEAVING SAID MEAN HIGH WATER LINE RUNNORTH 71 DEGREES 15 MINUTES 08 SECONDS EAST, FOR A DISTANCE OF 38.11 FEET; THENCE NORTH 00 DEGREES 21 MINUTES 19 SECONDS EAST, FOR A DISTANCE OF 172.27 FEET TO THE SOUTHWEST CORNER OF PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 486. PAGE 580 OF THE PUBLIC RECORDS OF GULF COUNTY, FLORIDA (AREA A); THENCE SOUTH 89 DEGREES 32 MINUTES 31 SECONDS EAST, ALONG THE SOUTH BOUNDARYLINE OF SAID AREA. A, FOR A DISTANCE OF 60.001 FEET TOTHE. POINT OF BEGINNING. TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE WEST 40 FEET OF AREA A AS DESCRIBED IN THAT CERTAIN SPECIAL WARRANTY DEED RECORDED IN. OFFICIAL RECORDS BOOK 486. PAGE 580, OF THE PUBLIC RECORDS TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE WEST40 FEET OE AREA "A" AS DESCRIBED IN THAT CERTAIN SPECIAL WARRANTY DEED RECORDED IN OFFICIAL REÇORDS BOOK 486. PAGE 580, OF THE PUBLIC RECORDS  OF GULF COUNTY, FLORIDA.  OF GULF COUNTY, FLORIDA.  42    (BDEO-  9' 130aVa AINNOS. mngl varpTs 30r: 15: Od Da VNIVW Sv3aV and  aor 5:  -  :  43    GulfCounty, FL  IMPORTANT NOTICE  The Property Appraiser makes every effortto produce the most accurate information possible. Nowarranties, expressed or implied are provided for the datal herein, its use or interpretation. The assessment information is from the last certified taxroll. .Allother datal is subject too change. This website isNOTT TO BEUSED FORFINANCING PURPOSESINSURANCEPURPOSES, AND/OR ADDRESVERFCATION. Ifyour need address verificationconcontactthe EmpMagemeAaaNs office at 850-229-9110 AnActuallearoti900ht notatruel representation oft the ActualYearbuilt This is a default'setting where an actual date is not known. The Effective Year is simply reflective of the current market and the conditionofthe property. Thel Effective Yeari isevident byt the conditionand utilityofthe structure mimaxemamatmecsent the ActualYearE Built.  Parcel Summary ParcelD LocationAddress HARBORVIEWDR PropertyUseCode VACANT (0000) Sec/Twp/Rng Tax! District MillageR Rate Acreage Homestead ViewMap Owner Information PrimaryOwmer ST/OEMAPACOTACSIE 161GOODMORNINGST SUITE201 PORTSTJOE,F132456 Landinformation LandUse 510X2-PJIOTICOMOMEAC Sales N N N  04594-030R PORTSTJOE (Note:Nottobeu usedonlegal documents.) 2-85-11W PortSt.JoeCityl5) 16.0005 1.038 N  BriefTxDeseription S2T8R111.038/ ACM/LS SOFTWATERFRONT ORB724B13FRSRSIANDCOLCMAPSOE  NumberofUnits 1  UnitType LT  Frontage 0  Depth 0  MuliParcel SaleDate SalePrice Instrument Book/Page Qualification Vacant/Improved 3/4/2023. $1,350,000 WD 786/813 Qualihed 10/29/2013 $480,000 5W 546/258 Qualifed 11/28/2005 $1,500,000 SW 397/448 Unqualihed Vacant  Granter THECITYOFP PSJ  STIOEMAIMACOITAGELC Grantee THESTJOECOMPANY  Vacant SBSLANDCOMPAWYLC  Vacant.  THESTJ JOES COMPANY SBSLANDCOMPAWYIIC  44    Valuation BulldingValue ExtraFeatures Value LandValue LandAgriculturaly Value AgridutuniMarkeyVaur Just (Market)Value AssessedV Value Exempt Value Taxable! Value Maximums Save OurHomes Portability  2023Preliminary $1,150,000 $0 $0 $1,150,000 $538,815 50 $538,815 $611,185  Values 2022CertihedValues 2021CertfhedValue 2020CertifiedValues  $0 $0 $404,820 $0 $0 $404,820 $404B20 $0 $404820 $0  $0 $519,000 $0 $0 $519,000 $445,302 $0 $445,302 $73,698  $559,742 $0 $559.742 $559,742 $489,832 $0 $489,832 $69,910  "Just! (Market)Value'c description- Thisi ist thev valuee establishedbyt the Property Appraiserf fora advalorem; purposes. Thisv value does not representa antidpatedselingprice  Nod dataa avallable fort thef following modules: Bullding Information,! ExtraFeatures, Sketches.  TheF Property Appraiser makese everye effort top producet ther mosta accuratei informationp possible. Nov warranties, expressedori implieda arey providedf fort thec datal herein, itsu used ori interpretation. Thea assessmenti informationi ist fromt the lasto certihedt taxi roll. Allother dataiss subjecttochange. Thisv websiteis! NOT TOBEL USEDFORF FINANCINGF PURPOSES, INSURANCE! PURPOSES. AND/OR ADDRESS VERIFI ICATION!I Ify your needa address verificationcontactt theE Emergency  ContactUs  Developedby chneider EOSPATIAL  Management Addressingo office: at8 85D-229-9110 !User Privacy/Policy GDPRPrivacy Notice Last Datal Upload: 9/28/202381222AM  45    @q-ublic.net GulfCounty, FL  Overview  E = -  Legend Parcels Roads  D  NN  ParcelID Sec/Twp/Rng 2-8S-11W PropertyAddress HARBORVIEWDR District BriefTax Description Datec created: 9/28/2023 Last Datal Uploaded: 928/202381222AM DmESsL  04594-030R PORTSTJOE 5 52TBR111038ACML Note:Nottobeusedonlegaldocumens,  AlternateID 04594030R Class VACANT Acreage 1.038  Owner Address STJOEMARINACOITAGESLLC  161COODMORNINGST SUITE: 201 PORTST/OE,FL32456  4b    PREBLE-RISH, INC.  R CONSULTING ENGINEERS  PORTSTOE-TALAIASEE PANAMA CITY. SANTA ROSA BEACH  October 7,2003 Mr. Ben. Janke Florida Department of Environmental: Protection Panama City Branch Office Stormwater Program 2353. Jenks Avenue Panama City, Florida 32405  Re: Village at Marina Cove-] FDEP Stormwater Permit Application  Our Project #308.003  Dear Mr. Janke:  Here: is the following information with regards to this project:  FDEP Notice of Intent to use General Permit For New Stormwater Discharge Facility Construction, Form 17-1.215(2) - One Copy with original signatures and the embossed seal ofa Two sets of construction plans, signed and sealed by a Florida Registered Professional Engineer. Specifications for construction are governed by the Florida Department of Transportation's Two sets of design analyses, calculations, narrative description, location maps and supporting An application fee check made out to the Florida Department of Environmental Protection in the This project is the enlargement of an existing stormwater treatment pond to serve proposed developments as described in the ençlosed materials. The existing pond was originally permitted under the name of"1* Street Stormwater Pond". This enlarged pond will serve several proposed developments including the "Village atl Marina Cove". For this reason, plans for the pond expansion bear the title Village at] Marina  Florida Registered Professional Engineer.  Standard Specifications for Road and) Bridge Construction (latest edition). data, signed and sealed by al Florida Registered Professional Engineer.  amount of $250.00  Cove".  Please call ify you bave any questions ori need any additional information.  Very trulys yours, Gregory/S.Preble, P.E. SRL cc: Ralph) Rish  067 28 2883   S:308.0031 ports st.j joe  Stormwater.doc  P.O. Box 639 Port St. Joe, FL32457 850/227-7200 fax 850/227-7215  1835 Fiddler Court Tallahassee, FL32308 850/219-8050 fax 850/219-8051  4701 Harrison. Avenue Panama City, FL32401 850/522-0644 fax 850/522-1011  5365 Scenic Hwy. 30A, Suite 104 Santa Rosa Beach, FL32459 850/231-3902 fax 850/231-0157  47    Department Oi  Environmental Protection  FLORIDA  3-0,2425-00-85  Jeb Bush Govemor  Northwest District 160 Governmental Center Pensacola, Florida 32501-5794 (850)595-8300  DavidB. Struhs Secretary  NOTICE OF INTENT TO USE GENERAL PERMIT (SECTION 17-4.71 F.A.C.) FOR NEW STORMWATER DISCHARGE FACILITY CONSTRUCTION CHAPTER 17-25 FLORIDA ADMINISTRATIVE CODE  PREFACE  This form is to be completed and submitted to the Department along with the information specified in Part I-3, AT LEAST 30 DAYS PRIOR TO INITIATING CONSTRUCTION. Those facilities which qualify for a general permit are listed in Florida Administrative Please provide the information listed below. Fill in all blanks and answer all  Code Rules 17-4.71 and 17-25.035.  questions in Parts I and III and the appropriate sections of Part II.  PART I: GENERAL INFORMATION  1. Person(s) or entity that owns the discharge facility:  Name and Title: Frank Pate, Jr. (Mayor) Address: City of Port St. Joe  P.0. Box 278, Port St. Joe, FL 32457  Phone:  850/229-8261  2. Stormwater Discharge Facility Identity and Location:  Source (Project Name): 1st Street Stormwater Pond Modification Monabor  Source (Project) Location: Street 1st Street (A.K.A. Marina Drive)  City Port St. Joe 85 Township St. Joe Bay  County Gulf 29 o 48' 53"N Latitude  2 Section  11W Range  85 18 20"W Longitude  Name( (s) of surface waters* into which stormwater will be discharged:  *(Please see Section 403.031 and 403.817 F.S. and 17-4.02(17), F.A.C. for  definition of surface waters of the state.)  The surface waters into which stormwater will be discharged are classified as Class III waters. These waters are/are not an Outstanding Florida Water and are/are not subject to additional treatment required by Section 17-25.025(9). Please see Section 17-3.041, F.A.C., for a list of Outstanding Florida Waters and Section 17-3.161 to determine the Please attach a map (s) with sufficient detail to enable someoner to logàfe  appropriate classification. of the waters.  subject thp  attached location  Laa -V - OCT T272003 - S0  property. Ref  map  FORM DER Effective May 8, 1985  17-1.215(2)  Page 1 of 4 48    A. One set of enginet-ng plans and specifications.  B. One set of appropriate design analyses, calculations, drawings, narrative description or other information necessary to document and verify that the proposed stormwater discharge facility qualifies for the general permit  indicated in Part II. A. Denied (date) B. Issued (date) C. Pending (date submitted)  4. Other DER Permits for this project have been:  DER # DER # DER #  PART II: SPECIAL INFORMATION RELATIVE TO GENERAL PERMITS REQUIRING A NOTICE BY 1. Please indicate the GENERAL PERMIT category for which you qualify.  CHAPTER 17-25.035 and BY SECTION 17-4.71, FLORIDA ADMINISTRATIVE CODE  CODE RULES  A. Facilities which discharge into a stormater discharge facility which is permitted pursuant to Fla. Admin. Code Rule 17-25.040 or was exempted pursuant to Fla. Admin. Code Rule 17-25.030 where the appropriate treatment criteria specified in Chapter 17-25 and applied to the permitted or exempt facility are not exceeded by the discharge. (Place a check mark in the space provided and B. Facilities which provide retention, or detention with filtration, of the runoff from the first one inch of rainfall; or, as an option, for projects or project subunits with drainage areas less than 100 acres, facilities which provide retention, or detention with filtration, of the first one-half inch of runoff. (Place a check mark in the space provided and. proceed to number 3 of this Modification or reconstruction by a city, county, state agency, special district with drainage responsibility, or water management district of an existing stormwater management system which is not intended to serve new development, and which will not increase pollution loading, or change points of discharge in a manner that would adversely affect the designated uses of waters of the state. (Place a check mark in the space provided and proceed to number 3 of this XDa Facilities of stormwater management systems that include a combination of best management practices including but not limited to retention basins, swales; pervious pavement, landscape or natural retention storage that will provide for the percolation of the runoff from a three-year one-hour design storm. (Place a check mark in the space provided and proceed. to number 3 of this section.) 2. Please attach a letter of consent signed by the owner or his agent indicating that you have obtained the owner's permission to discharge into the permitted or exempt storm water discharge facility which you propose to utilize. (Complete number 3 of 3. The GENERAL PERMIT listed above required that a professional engineer certify that the criteria specified will be met by the façility as designed. You must complete Sections A and B in Part III and have your. engineer complete Section C in order to qualify. for the GENERAL PERMIT. Please note that Chapter 17-25 F.A.C. requires a professional engineer to certify within 30 days after completion of construction that the new stormwater discharge facility has been built in, substantial compliance with the appropriate General Permit criteria, (Please use Section III-D.of this  proceed to number 2 of this section.)  section.)  section.)  this section.)  form).  OCT 272003  DER Form 17-1.215(2) Effective May 8, 1985.  Page 2 of 4 49    PART III.  A. STATEMENT BY APPLICA  The undersigned owner or authorized representative* of Ciry of Port S4.3e is fully aware that the statements made in this notice are true, correct and complete to the best of his or her knowledge and belief. The undersigned also agrees to retain- the design engineer, or another professional engineer registered in Florida, to conduct on-site  observations of construction.  Signature of the owner or *authorized representative.  AbEL  FANL PATE CMAyoL) Name and title (Please type)  *Attach a letter of authorization.  Date:  Phone:  B.  STATEMENT BY PERSON RESPONSIBLE FOR MAINTENANCE  The undersigned agrees to maintain and operate the discharge facilities in such a manner as to comply with the provisions of Chapter 17-25, F.A.C. Responsibility for maintenance and operation may be transferred to another entity upon written notice to the Department from the undersigned and from the entity assuming responsibility, certifying that the transfer of responsibility for maintenance and operation in compliance with Chapter 17-25,  F.A.C. has been accepted.  Signature the person responsible for maintenance  (may be the applicant) Name and title (Please type)  dl  RPKN PATE (MAYOL) P.0. Boy - 278  OCT 272003 bvos y  Address  Powr St. JOE PLOyIOA 32457  Date:  Phone:  STATEMENT BY PROFESSIONAL ENGINEER REGISTERED IN FLORIDA (where required by Chapter 471, Florida Statutes) hat the engineering features of this stormwater discharge facility amined by me and found to be in conformity with modern engineering eto the treatment and disposal of stormwater pollutants. I further lity, has been designed in accordance with the appropriate neler Chapter 17-25, Florida Administrative Code. It is also has furnished the applicant with a set of instructions for the  This haves  the stormwater discharge facility.  Gregory S. Preble Name (Please type) Preble-Rish Consulting Engineers Company Name 1835 Fiddler Court Company Address Tallahassee Fl 32308 Date: ro//o2  34338 Florida Reg. No.  (AFR  Phone: (850)-219-8050  DER Form 17-1.215(2) Effective May 8, 1985.  Page 3 of 4 50    D. AS-BUILT CERFIFICATION BY PROFESSIONAL ENGINEER  Within 30 days after completion of construction of the stormwater discharge facility construction please send this page to the department office in which you filed your  General Permis.  1. Stormwate,Discharge Facility Information  Source (Projèct) Name_ Source Location Street_ Source Owner: Owner Address:  City  County  2. As-Built Certification  I hereby certify that this stormwatèr discharge acility has been built substantially in accordance with the certified designplans, and that any substantial deviations (noted below) will not prevent the facility from fupétioning in compliance with the requirements of Chapter 17-25, F.A.C., when properly maiytained and operated. These determinations have been based upon on-site observatidn 9f construction, scheduled and conducted by me or  by a project representative under my dihect supervision.  Signature of Engineer  Name leasetype) Company name gompany address Date:  Florida Reg. No.  (AFFIX SEAL) sheets if required).  Phone:  Substantial deviations fkom the approved plans andgpecifications (attach additional  DER Form 17-1.215(2) Effective May 8, 1985.  Page 4 of 4 51  AR    MPINA COVE  ORMWAn yoND Desi6N  10/6/63  65PAhLE h 508.003 V6  PLojst Decuprien 1 THis PAAJT is THE MoDiFiCATOM  0F ANJ EISTINS (WET DETENTION SIORMWAER POND 70 ECONODATE NEW S70mwAT LNOPP FcMm PROPCSED. DCVEZOPMMEMS ) A MAMINA Cqye COMNEnCCAL DrPEZOPMEAY 2) VoposeN DEVELOP MCNT Aton6 /* SMMEE7 1T wiu wLso SeRvE To TEAT PuWOFF FVCMM THE /577NG SITE (Pmucinly BOAT ST8MABE d MABNA S70DE) (Re,ATI-eD'AsiN DEZINEATION MAAP)  2) A NEu DANE. and  2 :   B  THE EASTINS POND WAS DESIGNEDO TO SE2VE A. 176 AenE PMCFZ VS.. Duy 98 ANp 57 JOE  COCATEP N. OF  SMEET 16 ETVEENV  DAY.  THE EXPAVEIGh AF THis PONP is FOK ADDITIONAE PnOposED OWVELOPMENV7S DPC2ibtp pove) NITH AN AVEA OF 253 RCV-ES THEREEANE, HE 7O7G COATIBUANY. AMEA OF THE EWLAMGED POND /s 576+ 255A6 42.97C / uSE 43Ae. -tevl DEGIGN PurposEs Pu/ooFF Pnow TE pnoposED DEVELOPMTS WILL. ME poureD INTO HHE CENCAL6ED POND; HE OVEVFLOW S7-WCNVnE BOUTRA WIPINK WILL NOT RE MODIFZE, EXCEPt 70 ENLADGE THECIPICE  Fon- DLAWDOWN  CA 1 TET THE DUNOFF IN KEKOVOANCE  AA 3A OCT 27:2003 MA :  WITH WET DETNTICM ESIGN  TECHIQutS MMWAL.  IN  Ch.6, 6P PePOo PIOMIOA Deyczopnet  1  PtPeRtCE CATTEKED)  u.S, 69: QuAD MAP  PovT St.30e'  PDeP's PL DEVGOPMENT MNU LA KL. Chb, 501L. BOLNS $ TST PESWLTS Souliorn EayhkScoice)  LOCATTON MAP  DA6IN DELINERTIOA MAP WeT poNp. DSSIGAV SPMENOSIEET FDEP PGRMS *23-6 072623-0-26  52    %  POCHEDUNE 1D DERINERHE THE TOTAL AA 8F  TtE DNAINA6E siN CONTIBUTING 7o -LINOPF oJTO THE ONO (NOTE THAT THE MLPA WITH, THE 1B5 GTMEET Dyus 1 AOoT, KJED VNOFF. : Acso Ttis AVCA DOES NCT FRCM EMN STELT 15 TREZTEP TA JOADGINE SOJALES * RsChavsed jNTO THE MARINA bASN). puT THE BASIN Aet * PEpvious/ TMPrnpIQuS AMEAS  DIA  THE PONI. PUNOFP  TNo THE 3). CALCULITE VOALMES uLE  SPAEADSHEET  THE  POTMENT # PEMMVENT, POOL CALCUUTE MAEIMUW OMIPICE S12E TO MEET THE "bohr" A) bYpe YiKL & EMROA, DSIG PaND THAT MEET TME LTTOVAL Shelf CM 7NA. SSEET AQHATT G PLANTS As  AECUIPED! *so.  CPITETIK ABOVE A5 atzu A YHE 30%  PACOIMENDED by ch 6 PL. DEV. MMVUKL  RSED OCT 272003 SESALEY  53    8 4 0o 00 3 00  A I DD 9 E 8 S  E  1  - T  3Z53HS  ONBLAL  OCT 272003 :  54    qlls  XSTING POND      WET POND SIZE ESTIMATE  96  WET DETENTION POND DESIGN SPREAD SHEET  PER FDEP LAND DEVELOPMENT MANUAL  CHAPTER 6 (INPUT GREEN PARAMATERS) (COMPUTER CALCULATES RED PARAMATERS)  PROJECT NAME: MARINA DEVELOPMENT  PROJECT NUMBER: 308.003 PREPARED BY: GSP  DATE: 7/16/2003 INPUT PARAMETER IMPERVIOUS AREA 1,498,464 PERVIOUS AREA 374,616 ORIFICE ELEVATION STORAGE DEPTH (FT)  AREA (S.F.) 6.00 3.61 61 2  RUNOFF COEFF. 1 0.25  WATER TABLE ELEVATION (FT) AVERAGE ANNUAL RAINFALL (INCHES)  CALCULATED PARAMETERS  1)7 TOTAL BASIN AREA 2) OVERALL RUNOFF COEFFECIENT 3) TREATMENT VOLUME REQUIRED (C.F.) 4) PERM. POOL VOLUME REQUIRED (C.F.)  1,873,080 0.85 156,090x  35,574 6,324 27,04t  BYAVERAGE. ANNUAL RAINFALL METHOD 309,972  BYV WETS SEASON RAINFALL METHOD 388,491, 4 Covovols  BYIMPERICAL METHOD 265,353.  3) ORIFICE DATA  MAXIMUM ORIFICE DISCHAGE (CFS) AVERAGE HEAD OVER ORIFICE (FT) ORIFICE CROSS SECTIONAL AREA (SF) ORIFICE DIAMETER (INCHES)  0.36 1.50 0,06 3.35  OCT 272003  5b  wetpond.xls    blbo  WET POND SIZE ESTIMATE  POND SIZING BY TRIAL AND ERROR  PARAMETER  ELEVATION WATER SURFACE  STORAGE VOLUME (C.F.)  (FT) 5,61 3.61 0.61 -4.40  AREA (S.F.)  OVERFLOW. ELEVATION ORIFICE ELEVATION  91,468 72,055 50,280 32,702  MITMHVT VoLMwE" PEMANENT NOLUVNE  163,523 183,503 207,870  paoL BOTTOM OF SHELF ELEVATION  POND BOTTOM, ELEVATION ACTUAL TREATMENT VOLUME ACTUAL PERMANENT POOL VOLUME LITTORAL SHELF (S.F.) LITTORAL SHELF(%) OPEN WATER (S.F.) OPEN WATER (%6)  163,523 391,372  21,775 30 50,280 70  OCT 272003  57  wetpond.xis    nameCIFL 2711 West 15th Street Panama City, FL32401 Tel: (850) 769-4773 Fax: (850) 872-9967 E-mail: ses1@knology.net  AL ERSE BEE ADP Geotechnical & Environmental Consultants  SOUTHERN EARTH SCIENCES, inc.  0c 272003  Preble-Rish, Inc. 1835 Fiddler Court Tallahassee, FL 32308 Attention: Mr. Greg Preble, P.E.  July31,2003 File No.: F-03-546  Subject: Geotechnical Services for Pavement Design at the St. Joe Marina Development  in Port St. Joe, Florida  Dear Mr. Preble:  Southern Barth Sciences, Inc., has completed the geotechnical services for pavement design at the St. Joe Marina Development inl Port St. Joe, Florida, Our services were performed in accordance to proposal number P-03-07-04, dated July 7, 2003. This report presents the results of our field and laboratory testing, and includes recommendations with regard to the design and construction oft the pavement.  FIELD INVESTIGATIVE PROCEDURE:  On July 14, 2003, personnel with our firm traveled to the project site and completed the field-testing for the above referenced project. For pavement design, fourteen (14) hand auger borings were performed to a depth ranging from 2.5 to 6 feet below the existing ground surface. The hand auger locations were established in the field by using a 100-foot tape and estimating right angles with reference to existing property lines; therefore, the locations of our hand auger borings should be considered  approximate.  Hand dial penetrometer readings were obtained at one-foot intervals throughout the depth of our hand auger borings. The hand dial penetrometer consists ofa a 5/8-inch diameter cone point attached to a %-inch diameter rod. Aj proving ring with an Ames dial indicator is attached to the top oft thei rod. As the penetrometer: is pushed into the soil, the proving ring deflects indicating resistance to penetration of the cone point and relative compactness of the soil, therefore, the higher the penetrometer reading, the denser the  soil.  LABORATORY TESTING PROCEDURES:  Laboratory investigative work consisted of physical examination of samples obtained during the soil test boring operation. Soil samples were visually classified in the laboratory in accordance with the Unified Soil Classification System. Evaluation of these  59    Preble-Rish, Inc.  Page2  samples, in conjunction with penetration resistance, have been used to estimate soil Natural Moisture: Five (5) samples were selected for determination of their natural moisture content. In the laboratory, each sample was weighed, dried, and its moisture Percent Passing 200 Mesh Sieve: Five (5) samples were selected to determine their percent of materials, by dry weight, finer than the U.S. Number 200 Mesh Sieve. This  characteristics.  content was calculated in accordance with ASTMD-2216-92.  test was performed in accordance with ASTM D-1140-92. sample. Abbreviations oflaboratory data are shown below:  The laboratory test results are shown on the boring logs at the depth of the tested  NM =1 Natural Moisture Content (%)  -200 = Percent Finer than the U.S. No. 200. Mesh Sieve  SITE AND SOIL CONDITIONS:  The proposed site is bounded to the north by Marina Drive and to the east by Baltzell Avenue. Based upon the topographic information, the site typically slopes from north to south and east to west. The site is cleared with areas of grass covering.  The logs of our hand auger borings are attached. The elevations of our hand auger locations were interpolated from the topographic information that was provided to us; therefore, the elevations of our hand auger borings should be considered approximate. The soils encountered throughout the depth of our hand auger borings were sands. The sands varied in color and texture, which ranged from slightly silty to clean fine sands. The samples obtained from our hand auger borings typically contained ranging quantities of shell fragments. At hand auger location HA-6 rubble was encountered approximately 1.5 feet below the existing grounds surface. The rubble appears to consist of concrete and asphalt. At hand auger location HA-2, a petroleum odor was present in the sample obtained from 2.51 to 5 feet below the existing ground surface. The sands were typically very loose to loose throughout the depth of our hand auger borings.  On the date of our field-testing (July 14, 2003) the groundwater level was encountered at the depths shown on the boring logs. The groundwater depth was encountered at a range of1.8 to 4.0: feet below the existing ground surface. Fluctuations int the water table will occur due to seasonal platwempetmgintin differences; therefore, groundwater levels should be confirmed prior to construction ifexcavations are  planned.  B  $9  SOUTHERN EAATH: SCIENCES, Inc.    Preble-Rish, Inc.  Page 3  PAVEMENT RECOMMENDATIONS:  Iti is our understanding that an asphalt-pavement is planned for the parking, roadways, and entrance/exits. For pavement design, fourteen (14) hand auger borings were performed to a depth ranging from 2.5 to 6 feet below the existing ground surface. The soils encountered throughout the depth of our hand auger borings were sands. At hand auger location HA-6 rubble, which consisted of asphalt and concrete, was encountered at approximately 1.5 feet below the existing grounds surface.  Based upon the topographic information that we were provided, the existing elevations within the proposed pavement perimeter typically range from +6 to +8 feet with a maximum elevation of +10 feet. After further discussing this project with personnel at your firm, it is our understanding that pavement grades will range from approximately +8.5 to +9.5 feet; therefore, minor filling and cutting will be required to  achieve final pavement grades.  Pavement recommendations are based upon a 15-year life. It should be noted that pavement maintenance and rehabilitation, including an overlay, might be required within the life of the pavement. We have assumed automobiles and light trucks as the primary traffic for this pavement. Ift this assumption is incorrect, we should be notified toj provide  revisions to our pavement recommendations.  Fill soils, shall be sands to slightly silty sands containing no more than 12%, by dry weight, finer than the U.S. No. 200 mesh sieve and shall be free of organics, rubble, clay balls, and other deleterious materials. Fill soils shall bej placed in thin level lifts and compacted to a density of95% oft the Modified Proctor (AASHTO T-180) maximum dry Subgrade Preparation: At hand auger location HA-6, rubble was encountered at approximately 1.5 feet below the existing ground surface. Rubble may contain a high void content. When water filters through the sands, it can carry sand particles into these voids resulting in subsidence of the sands and pavement above. At and around hand auger location HA-6, we recommend excavating test pits to view the content and size of the rubble, The excavation of the test pits should be observed by an engineering technician with our firm. Ift the rubble is not large in diameter or contain organics, we recommend one of the following subgrade preparation 1. Remove the rubble throughout its entire depth. The excavation should extend in all directions until suitable soils are encountered or three (3) feet beyond the curbline of the pavement perimeter. The excavated soils should be replaced  density throughout its full depth.  procedures:  with compacted fill soils, which are described above.  60  SOUTHEAN EARTHSCIENCES, SE  inc.    Preble-Rish, Inc.  Page 4  2. Remove the rubble to a: minimum depth ofthree (3): feet below the bottom ofthe subgrade elevation. Place a filter fabric and geotextile grid over the rubble. The filter fabric will reduce the migration off fill soils into the air voids. Replace the excavated area with compacted fill soils, which are described above. Based upon the remaining results of our hand auger borings, the natural soils outside the area of excavation are acceptable for subgrade. Clear and grub the surface soils within the pavement perimeter, extending at least three (3): feet beyond the curbline, to remove all topsoil, organics, and other deleterious materials. In "cut" areas, excavate the soils to the depth of thel bottom oft the proposed base. At the bottom of the excavated area, compact the existing soils until a density of 95% oft the Modified Proctor maximum dry density is achieved to a depth of twenty-four In "fill" areas, compact the existing ground surface until a density of 95% of the Modified Project maximum dry density is achieved to a depth of twenty-four (24) inches. Sands used to raise the existing elevations to final pavement grades shall Ifpumping or yielding occurs during subgrade preparation, we should be notified at once to further investigate the subgrade soils. If there are no existing structures within fifty (50) feet of the compaction area, we recommend a vibratory roller for Base: Due to a potentially high groundwater table we do not recommend a moisture sensitive base, such as sand-clay. Alternatively, we recommend either an asphalt base course (ABC-1) or graded aggregate base. If an asphalt base course is used, we recommend a minimum thickness of four (4) inches. For a graded aggregate base, we recommend a minimum thickness of six (6) inches. If an asphalt base course is used, the top twelve (12) inches oft the subgrade soils shall be stabilized to Wearing Surface: We: recommend a SP-9.5 (Traffic Level A) asphaltic concrete wearing  (24) inches.  meet the requirements described above for fill soils.  compaction.  achieve ai minimum limerock-bearing ratio of 50%. surface having a: minimum thickness of1.5i inches.  All materials and methods of placement shall be in accordance with applicable sections oft the Florida Department ofTransportation's "Standard Specifications for Road  and Bridge Construction", (2000 Edition).  61  SOUTHERN EARTH SCIENCES, inc. 47P    Preble-Rish, Inc.  Page5  TESTING:  The effectiveness of the pavement will depend significantly on the proper preparation of the subgrade and base soils, as indicated previously. Therefore, we recommend that the owner employ a qualified engineering testing laboratory to perform construction testing services. The laboratory should be invited to the pre-construction conference to discuss the project with all interested parties sO that the project may be completed expeditiously and to the intent of our geotechnical report. We would be pleased to review the plans and specifications as they relate to the pavement soil  preparation and provide ai fee proposal for construction testing.  62  SOUTHERN EARTH RBE SCIENCES, inc.    Preble-Rish, Inc.  Page6 6  GENERAL COMMENTS:  The soil samples obtained during this geotechnical investigation will be held to a period of thirty (30) days. After this period, the samples will be disposed of unless we are specifically requested, in writing, to do otherwise. A reasonable storage fee will be  charged for samples stored for longer periods.  This report has been prepared in order to aid in the evaluation of this property and to assist the engineers in the pavement design. It is intended for use with regard to the specific project discussed herein, and any substantial changes in the loads, locations, or assumed grades shall be brought to our attention immediately sO that we may determine how such changes may effect our conclusions and recommendations. We would appreciate the opportunity to review the plans and specifications, for the foundation and construction, to verify that our conclusions and recommendations are interpreted correctly. Our report does not address environmental issues which may be associated  with the subject property.  While the soil test borings performed for this project are representative of subsurface soil conditions at their respective locations and for their respective vertical reaches, local variations of the subsurface materials are anticipated and may be encountered. The boring logs and related information are based on the driller's logs and visual examination of selected samples in the laboratory. Delineation between soil types shown on the boring logs is approximate, and soil descriptions represent our interpretation of subsurface conditions at the designated boring location on the particular  date drilled.  We appreciate the opportunity to be of service to you on this project. Should  additional information bei required please advise.  Yours Very Truly,  SOUTHERN EARTH SCIENCE, INC. IwESE Brian W.1 Bloomfield, E.I. Staff Engineer  Michael K. Varner, P.E, Eng. Reg. No. 15037 State of Florida  63  SOUTHERN EARTH SCIENCES, inc.     3  M 0)  4  2  GNS   2 5 2  Co 5  o  HL Ssovs s/ Calog zaH/mnals 0  C 4 o 00 0  e  64    LOG OF BORING HA-1  Page 1of1  PROJECT: St. Joe Marina Development LOCATION: Port St. Joe, Florida PROJECT NO.: F-03-546 DATE: 07/14/03 Soil Symbols Sampler Symbols USCS and Field" Test Data  METHOD: Hand Auger DRILLER: Billy' Watkins ENGR/GEOL: Brian' W. Bloomfield  SURFACE ELEVATION: +8ft  LOCATION  AN NValue (blows/t) 20 40 60 80 Atterberg Limits Natural Moisture MC LL 20 40 60 80  ATTERBERG E UMITS (%)  Elevation/ Depth  MATERIAL DESCRIPTION  PL PI  16" SP Gray & Dark Gray Fine SAND with trace  of Shell  6  3  12* 15* 15"  SP Gray & Brown Fine SAND  15'  Water Level  Est.: y Measured: y Perched: y  Notes:  Water Observations: The groundwater level was encountered at4 4.0 feet belowt the existing ground surface. N-SPTD Data (Blows/Ft) P-Pocket Penetrometer (tsf) Samplel Key: SPT  *: Denotes Penetrometer Reading  ShelbyTube SOUTHERN EARTH SCIENCES, inc.  65    LOG OF BORING HA-2  Page 1of1  PROJÈCT: St.. Joe Marina Development LOCATION: Port St. Joe, Florida PROJECT: NO.: F-03-546 DATE: 07/14/03 Soll Symbols and Field" Test Data  METHOD: Hand Auger DRILLER: Billy Watkins ENGR/GEOL: Brian W. Bloomfield  SURFACE ELEVATION: +6ft  LOCATION  ANValue (blows/ft) 20 40 60 80 Atterberg! Limits Natural Moisture MC LL 20 40 60 80  ATTERBERG E LIMITS (%)  Elevation/ Sampler Symbols uscs  Depth  MATERIAL DESCRIPTION  PL  15" SP Dark Gray & Gray Fine SAND with little  Shell  20* 15* 15  SP Gray & Brown Fine SAND with PETROLEUM ODOR  15*  5"  Water Level  Est.: y Measured: y Perched: y  Notes:  Water Observations: The groundwater level was encountered: at2.2 feet! below the existing ground surface. N-SPTI Data (Blows/FI) P-Pocket Penetrometer (tsf) Sample Key: IsPT  * Denotes Penetrometer Reading  Shelby Tube. SOUTHERN EARTH SCIENCES, inc.  6b    LOG OF BORING HA-3  Page 1of1  PROJECT: St. Joe Marinal Development LOCATION: Port St. Joe, Florida PROJECT NO,: F-03-546 DATE: 07/14/03 Soil Symbols Sampler Symbols uscs andF Fleld1 Test Data  METHOD: Hand Auger DRILLER: Blly Watkins ENGR/GEOL: Brian' W. Bloomfield  SURFACE ELEVATION: +6ft  LOCATION  ANValue (blows/t) 20 40 60 80 Atterberg_Limits Natural Moisture PL MC LL 20 40 60 80  ATTERBERG LIMITS (%o)  Elevation/ Depth  MATERIAL DESCRIPTION  15* SP- Dark Gray Slightly Silty Fine SAND with SM trace of Organics 20- SP Light Gray Fine SAND with little Shell  22  20* HA  SP Gray Fine SAND withl littile Shell  Water Level  Est. 1 Measured: y Perched: y  Notes:  Water Observations: The groundwater level was encountered: at1.8 feet below the existing ground surface. N-SPT Data (Blows/Ft) P-Pocket Penetrometer (Isf)  * Denotes Penetrometer Reading  Sample Key: LspT Shelby Tube SOUTHERN EARTH SCIENCES, inc.  67    LOG OF BORING HA-4  Page 1of1  PROJECT: St. Joe Marina Development LOCATION: Port St.. Joe, Florida PROJECT NO.: F-03-546 DATE: 07/14/03 Soil Symbols Sampler Symbols usCS andF Field" Test Data  METHOD: Hand Auger DRILLER: Billy' Watkins ENGR/GEOL: Brian' W. Bloomfield  SURFACE ELEVATION: +7.5ft  LOCATION  ANValue (blows/t) 20 40 60 80 Atterberg Limits Natural Moisture MC LL 20 40 60 80  ATTERBERG E LIMITS(9)  Elevation/ Depth  MATERIAL DESCRIPTION  LL PL PI  10* SP- Dark Gray & Gray Slighty Silty Fine SM SAND with trace of Shell  15  15+ SP Gray Fine SAND with little Shell  y  15+  15*  Waterl Level  Est.: N Measured: y Perched: y  Notes:  Water Observations: The groundwater level was encountered: at2.4 feet below the existing ground surface.  N-S SPT Data (Blows/Ft): P-PocketF Penetrometer (tsf)  * Denotes Penetrometer Reading  Sample Key: IsPT ShelbyTube SOUTHERN EARTH SCIENCES, inc.  68    LOG OF BORING HA-5  Page 1of1  PROJECT: St. Joel Marina Development LOCATION: Port St.. Joe, Florida PROJECT NO.: F-03-546 DATE: 07/14/03 Soll Symbols Sampler Symbols uscs and Field" Test Data  METHOD: Hand. Auger DRILLER: Billy' Watkins ENGR/GEOL: Brian' W. Bloomfield  SURFACE ELEVATION: +7.5ft  LOCATION  ANValue (blaws/ft) 20 40 60 80 Atterberg Limits Natural Molsture MC LL 20 40 60 80  ATTERBERG E LIMITS (%)  Elevation/ Depth  MATERIAL DESCRIPTION  10" SP- Gray Slightly Silty Fine SAND with trace  LL  SM of Shell  15* 18- 15  SP Light Gray Fine SAND  15*  WaterL Level  Est: y Measured: y Perched: y  Notes:  Water Observations: The groundwater level was encounteredat2.9 feet below the existing ground surface. N- SPT Data (Blows/Ft) P-Pocket Penetrometer (ts!) Sample Key; LSPT   Denotes Penetrometer Reading  Shelby Tube SOUTHERN  EARTH SCIENCES, inc. 69    LOG OF BORING HA-6  Page 1of1  PROJECT: St. Joe Marina Development LOCATION: Port St. Joe, Florida PROJECT NO,: F-03-546 DATE: 07/14/03 Soil Symbols Sampler Symbols uSCS and Field" Test Data  METHOD: Hand Auger DRILLER: Billy' Watkins ENGR/GEOL: Brian W. Bloomfield  SURFACE ELEVATION: +7.5ft  LOCATION  NValue (blows/ft) 20 40 60 80 Atterberg Limits Natural Moisture PL MC LL 20 40 60 80  ATTERBERG LIMITS (%).  Elevation/ Depth  MATERIAL DESCRIPTION  15* SP Gray & Brown Fine SAND with trace of  Shell  20*  RUBBLE consisting of Concrete and  Asphalt  10 WaterLevel  Est.: N Measured: Y Perched: y  Notes! *: Denotes Penetrometer  Water Observations: The groundwater level was note encountered within the depth of our hand auger boring N-S SPT Data (Blows/Ft) P-Pocket Penetrometer (is') Sample Key: USPT  Reading  ShelbyTube  SOUTHERN EARTH SCIENCES, inc.  70    LOG OF BORING HA-7  Page 1of1  PROJECT: St., Joe Marina Development LOCATION: Port St. Joe, Florida PROJECTNO.: F-03-546 DATE: 07/14/03 Soil Symbols Sampler Symbols USCS and Field" Test Data  METHOD: Hand Auger DRILLER: Billy Watkins ENGR/GEOL: Brian W. Bloomfield  SURFACE ELEVATION: +8ft  LOCATION  ANValue (blows/f) 20 40 60 80 AtterbergL Limits Natural Moisture MC 20 40 60 80  ATTERBERG 5 LIMITS()  Elevation/ Depth  MATERIAL DESCRIPTION  LL PI PL 3  15* SP Gray & Brown Fine SAND  18*  15*  y  14* SP Light Gray Fine SAND with Shell and  Lense of Dark Gray Slightly Silty Fine  SAND  16* 13*  Water Level  Est.: Nn Measured: y Perched: y  Notes:  Water Observations: The groundwater level was encountered: at2.9 feet! below the existing grounds surface. N-SPT Data (Blows/Ft) P-Pocket Penetrometer (tsf)  * Denotes Penetrometer Reading  Sample Key: UsPT ShelbyT Tube SOUTHERN EARTH SCIENCES, inc.  71    LOG OF BORING HA-8  Page 1of1  PROJECT: St. Joe Marina Development LOCATION: Port St. Joe, Florida PROJECTI NO.: F-03-546 DATE: 07/14/03 Soil Symbols Sampler Symbols USCS and Field" Test Data  METHOD: Hand Auger DRILLER: Billy' Watkins ENGR/GEOL: Brian W. Bloomfield  SURFACE ELEVATION: +8ft  LOCATION  NValue (blows/ft) 20 40 60 BO Atterberg Limits Natural Moisture MC LL 20 40 60 80  ATTERBERG LIMITS (%)  Elevation/ Depth  MATERIAL DESCRIPTION  13- SP Gray Fine SAND with some Shell  15"  *  15" SP Dark Gray Fine Fine SAND with little  26  Organics  15 15"  Water Level  Est.: I Measured: y Perched: y  Notes:  Water Observations: The groundwater level was encountered. at1.8 feet below the existing ground surface. N-S SPT Data (Blows/Ft) P-Pocket Penetrometer (tsf)  : Denotes Penetrometer Reading  Sample Key: IsPT Shelby Tube SOUTHERN EARTH SCIENCES, inc.  72    LOG OF BORING HA-9  Page 1of1  PROJECT: St. Joe Marina Development LOCATION: Port St. Joe, Florida PROJECT NO.: F-03-546 DATE: 07/14/03 Soil Symbols Sampler Symbols USCS and Field" Test Data  METHOD: Hand Auger DRILLER: Billy' Watkins ENGR/GEOL: Brian W. Bloomfield  SURFACE ELEVATION: +8ft  LOCATION  NValue (biows/f) 20 40 60 80 Atterberg Limits Natural Moisture MC 20 40 60 80  ATTERBERG LIMITS  Elevation/ Depth  MATERIAL DESCRIPTION  PI  15" SP Gray & Light Gray Fine SAND  15  15* 15  y  SP- Dark Brown & Gray Slightly Silty Fine SM SAND with Gray Fine SAND  10 Water Level  Est.: I Measured: y Perched: y  Notes:  Water Observations: The groundwater level was encountered at3.7 feet below the existing ground surface. N- SPTI Data (Blows/Ft) P-Pocket Penetrometer (isf)  Denotes Penetrometer Reading  Sample Key: LSPT Shelby Tube SOUTHERN EARTH SCIENCES, inc.  73    LOG OF BORING HA-10  Page 1of1  PROJECT: St. Joe Marina Development LOCATION: Port St. Joe, Florida PROJECT NO.: F-03-546 DATE: 07/14/03 Solls Symbols Sampler Symbols USCS andF Fieid" Test Data  METHOD: Hand Auger DRILLER: Billy Watkins ENGR/GEOL: Brian' W. Bloomfield  SURFACE ELEVATION: +7ft  LOCATION  ANValue (blows/) 20 40 60 80 Atterberg Limits Naturall Moisture MC LL 20 40 60 80  ATTERBERG a LIMITS (%)  Elevation/ Depth  MATERIAL DESCRIPTION  15" SP Gray Fine SAND with little Shell  15 15  Ky  Water Leve!  Est.: N Measured: Y Perched: y  Notes:  Water Observations: The groundwater level was encountered: at2,6 feet! below the existing ground surface. N- SPT Data (Blows/Ft) P-Pocket Penetrometer (tsf)  * Denotes Penetrometer Reading  Sample Key: UsPT Shelby Tube SOUTHERN EARTH SCIENCES, inc.  74    LOG OF BORING HA-11  Page 1of1  PROJECT: St. Joe Marina Development LOCATION: Port St. Joe, Florida PROJECTNO.: F-03-546 DATE: 07/14/03 Soil Symbols Sampler Symbols USCS and Field Test Data  METHOD: Hand Auger DRILLER: Billy' Watkins ENGR/GEOL: Brian' W. Bloomfield  SURFACE ELEVATION: +8ft  LOCATION  ANValue (blows/ft) 20 40 60 80 Atterberg! Limits Natural Moisture MC LL 20 40 60 80  ATTERBERG LIMITS  Elevation/ Depth  MATERIAL DESCRIPTION  E PI  SP Gray & Dark Gray Fine SAND with little  Shell  15*  16* SP Gray & Light Gray Fine SAND with Mica  5*  Water Level  Est.: y Measured: y Perched: 4  Notes:  Water Observations; The groundwater level was encounteredat2.3 feet belowi the existing ground surface. N-S SPT Data (Blows/Ft) P-Pocket Penetrometer (tsf) Sample! Key; LspT  * Denotes Penetrometer Reading*  Shelby Tube SOUTHERN EARTH SCIENCES, inc.  75    LOG OF BORING HA-12  Page 1of1  PROJECT: St. Joel Marina Development LOCATION: Port St. Joe, Florida PROJECT NO.: F-03-546 DATE: 07/14/03 Soll Symbols Sampler Symbols uscs and Field Test Data  METHOD: Hand Auger DRILLER: Billy Watkins ENGR/GEOL: Brian W. Bloomfield  SURFACE ELEVATION: +8ft  LOCATION  ANValue (blows/ft) 20 40 60 80 Atterberg Limits Natural Moisture MC LL 20 40 60 80  ATTERBERG LIMITS  Elevation/ Depth  MATERIAL DESCRIPTION  16" SP Gray & Dark Gray Fine SAND with little  Shell  16  15*  14* 15*  SP Gray & Dark Gray Fine SAND  Water Leve!  Est.: hy Measured: y Perched: y  Notes:  Water Observations: The groundwater level was encountered: at1 1.8 feet below the existing ground surface. N-SPT Data (Blows/Ft) P-Pocket Penetrometer (tsf).  D Denotes Penetrometer Reading  Sample Key; LsPT Shelby Tube SOUTHERN EARTH SCIENCES, inc.  76    LOG OF BORING HA-13  Page 1of1  PROJECT: St. Joel Marina Development LOCATION: Port St. Joe, Florida PROJECTNO.: F-03-546 DATE: 07/14/03 Soil Symbols Sampler Symbols uscs andl Field Test Data  METHOD: Hand. Auger DRILLER: Billy Watkins ENGR/GEOL: Brian' W. Bloomfield  SURFACE ELEVATION: +6ft  LOCATION  ANValue (blows/f!) 20 40 60 80 Atterberg! Limits Natural Moisture MC LL 20 40 60 80  ATTERBERG LIMITS (%)  Elevation/ Depth  MATERIAL DESCRIPTION  PI  SP Gray & Dark Gray Fine SAND with Mica  andI little Shell  15"  16" 18*  SP Light Gray & Gray Fine SAND with Mica  15  Water Level  Est.; NN Measured: y Perched; y  Notes:  Water Observations: The groundwater levei was encounteredat2.2 feet below the existing ground surface. N- SPTI Data (Blows/Ft) P-Pocket Penetrometer (tsf)  * Denotes Penetrometer Reading  Sample Key: IspT ShelbyTube SOUTHERN EARTH SCIENCES, inc.  77    LOG OF BORING HA-14  Page 1of1  PROJECT: St. Joe Marina Development LOCATION: Port St. Joe, Florida PROJECT NO.: F-03-546 DATE: 07/14/03 Soil Symbols Sampler Symbols usCS and Fleld Test Data  METHOD: Hand Auger DRILLER: Billy Watkins ENGR/GEOL: Brian'W. Bloomfield  SURFACE ELEVATION: +6ft  LOCATION  NValue (blows/ft) 20 40 60 80 Atterberg! Limits Natural Moisture MC LL 20 40 60 80  ATTERBERG IMITS  Elevation/ Depth  MATERIAL DESCRIPTION  LL  SP Gray Fine SAND with Mica and trace of  Organics  14*  13*  16* SP Light Gray Fine SAND with trace of Shell  Water Level  Est.: N Measured: Y Perched; y  Notes:  Water Observations: The groundwater level was encountered. at3 3.3 feet below the existing ground surface. N-S SPT Data (Blows/F1) P-Pocket Penetrometer (isl) Sample Key: LsPT ShelbyTube  *: Denotes Penetrometer Reading  SOUTHERN EARTH SCIENCES, inc.  78    MOIETON  Department of Panama Gity Branch Office 2353, denks Avenue Phone: (850)-872-4375 Panama Clly, FL 32405 Fax: (850)872-7790  FLORDA Jeb Bush Governor  Environmental Protection  David B. Struhs Secretary  August 18, 2000 Frank Pate, Mayor Port St. Joc City Commissiom P.O.: Box 278 Port St. Joe, Florida 32457 REF.: Project: File# #: County; - Gulf Dear Mayor Pate;  STORMWATER GENERALPERMIT-TYPED  Port City Center 23-0172623-001-RG  We have reviewed your Notice of General Perrait received by the Department on July 20, 2000, conoeming the above referenoed; project. The project appears to qualify for the General Permit specified Please review and bo aware of the general conditions associated with this General Permit as outlined in Rule 62-4.540, FA.C. This General Permit does not: relieve you, the permittee, from obtaining a dredge We wish to point out that Section 62-25.801, F.A.C. also requires that the permittee file an As-Built Certification with the Department within thirty (30) days after the facility's completion. This certification is included as Page 4 of DEP form 62-1,215(2), the General Permit for Stormwater If you have any questions about the nced to obtain additional permits, or any other matters, please call  byRule 62-25.801, Florida Administrative Codé (F.A.C.).  and fill permit or other permits (local, state or federal) which may be required.  Discharge Facilities, RobertTaylor at(850) 872-4375. Sincerely,  GaryL. Shffer Branch Manager GLSrft  AR-R  OCT 27  2093  CG: DEP/PEN-Clff Street, P.E, Gregory S.Preble, P.E. vBill Kennedy,P.E.  "More Protection, Less Process" Printed on recydled paper. STEL L22 0S8 : 'ON ENOHd 79  Zd Wd80:E0 £002 90 "700  HSIS E83dd : WOBS  1    TAC Team Meeting-N Marina Cottages- 3/6/2024  The DO application will move forward with ad and PDRB meeting in April 2, 2024  Please provider-Before April Meeting  Formal Request to utilize city property for parking, and street. HOAapproval letter to utilize excess parking. DEP Permit to tie into existing storm drainage. (Howwast the original permit written for the Marina?)  Survey  90    TAC' Team meeting recommendations- Marina Cottages DO- 3/6/2024 Provide- Original Survey- city easement for walking trail Obtain- DEP Permit to tie into existing storm drainage. (How was the original permit written for the Marina?) Blocking access road to George Core Park (drop 1 parking space closest to access road)  HOA letter for additional parking usage - Parking- 2 % spaces per unit. Formal letter requesting to utilize  city property Privately maintained Noj private parking signs any utilities under asphalt and pavers  Master utilities meter on city property- city will not maintain utilities on private property especially Pool 50' from waterline- plans state- IT SHALL BE' THE SOLE: RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE. PROPOSED POOL & RETAINING WALL CONFORMTO. ALL  GOVERNING SETBACK REGULATIONS  81    mo 3AG M3MBOBWYH 1S3M 1 3ONVB 'HINOS 80 dIHSNMOI ZO NOL33S A3A8AS DIHdy8DOd0L  Auaqmaa a  DBBDD  Baa83  82    NOTICE OF PUBLIC HEARINGS FOR A ZONING AMENDMENT TO THE CITY OF PORT ST.JOE ZONING MAP FOR A PLANNED UNIT DEVELOPMENT DISTRICT City ofF Port St.. Joe Planning and Development Revlew Board and The Planninga andD Development Review Boards sitting ast theld localp planninga agencywill holdah hearing at4 4:00 p.m., EST, at 2775 Garison Avenue, Port's St. Joe, Florida, an Tuesday, April2, 2024, orass soont thereaftera asthei issue may beh heard. Thep purpose ofthe Public Hearing will beto ar recommendationt to the Port St. Joe Cily Commissioners for the establishment of the Butier Bay Road Pianned. Unit Development District by Ordinance NO. 609 relatingt thereto, theti title of whichisset reading of Ordinance NO. 609, thet title ofv which is setf forth below, at 2775 Garrison Avenue, Port St.. Joe, Floridao on Tuesday, April 16, 2024, at 12:00 p.m., EST,oras soont thereaftera ast thei issue maybe! heard. The purposed oftheP Publicl Hearingy willl beto consider andc conduct thefi firstn reading of and ordinance amending the Zoning Map to establish a Bulter Bay Road Planned Unit Development District. The title of'the The Citys ofPorts St.. Joe City Commission will conducts aF Public Hearing and holdt the final readingof Ordinance 609, thet title ofv which is setf forth below, at2 2775 Garrison Avenue, Ports St. Joe, Florida, on Tuesday, May 7, 2024, at1 12:00 p.m. EST,oras soont thereaftera ast thei issuer may beH heard." Thep purpose ofthe Public Hearingy wilbeto considera andc conductt thef finalre reading ofano ordinance amendingth the Zoning Code and Zoning Maptoe establishaBulterE Bay Road UnitD Development District Thet tile oftheo ordinancest tobec considereda ares setforth below. ANC ORDINANCE OF THE CITY OF PORT: ST. JOE, FLORIDA, RELATING TO AND AMENDING THE cmy OF PORT ST.: JOE ZONING MAP; DESIGNATING AND ESTABLISHING THE BULTER BAY ROAD PLANNED UNIT DEVELOPMENT ZONING DISTRICT: ADOPTING CERTAIN REGULATORY REQUIREMENTS FOR THE BULTERE BAYF ROAD PLANNED UNIT DEVELOPMENT ZONING DISTRICTTO SUPERSEDE REQUIREMENTS INT THE cy OFF PORT ST.. JOE ZONING CODE: PROVIDING FOR REPEAL OF ANY CONFLICTING ORDINANCES; PROVIDING  Public Hearing ofthe City Commission  forth below. The Cityo ofF Ports SL. Joe City ordinancest tobec  wilo conducta Public Hearing, hold thef first  ares below.  ORDINANCE NO. 609  FORS SEVERABILITY, AND  FOR ANE EFFECTIVE DATE.  Subject Site  Copies oftheE BulterB BayF RoadP Plannedu UnitD Development Districtisa availablef forp public Inspectiona atthe Cityo ofPorts St.. Joe Cilyk Hall,k locateda at3 3050 CecilG. Costin, Sr., Bvd., Theh hearingn mayb bec continuedf fromi timetoti timea asr may ber necessary. Interestedp personsn maya altenda andbe heard att the publich hearingorp provide comments inwritingt tothe City Commissioners. Comments can be mailed tot the Cityo ofPort St. Joe, Ciy Hall, 305 Cecil G. Costin, Sr.E Blvd., Port St., Joe, Florida. Transactions ofthe public hearing will not ber recorded.. Persons wishing to appeala any decision made duringt theh hearingy willr needa record ofthe proceedinga ands shoulde ensurea verbatim recordi is-made,i incudingthet testimony onwhicht the appealisbased. Any person requirings speciala physicall impairments shouldc contactt the City Clerk's Office at (850).2 229-8261, atl least five( (5)calendard daysp priort tot thehearing. CIY COMMISSION OFT THECITY OFF PORTS ST.JOE, FLORIDA  PortSt.. Joe, Florida.  att thish hearing because ofas disabilityor  83    ORDINANCE. NO.609  AN ORDINANCE OF THE CITY OF PORT ST. JOE, FLORIDA, RELATINGTO. AND. AMENDING THE: ZONING CODE; AMENDING THE CITY OF PORT ST. JOE ZONING MAP; DESIGNATING AND ESTABLISHING THE BULTER BAY ROAD PLANNED UNIT DEVELOPMENT ZONING DISTRICT; ADOPTING CERTAIN REGULATORY REQUIREMENTS FOR THE BULTER BAY ROAD PLANNED UNIT DEVELOPMENT ZONING DISTRICT TO SUPERSEDE REQUIREMENIS IN THE CITY OF PORT ST. JOE ZONING CODE; PROVIDING FOR REPEAL OF ANY CONFLICTING ORDINANCES; PROVIDING FOR SEVERABILITY;  AND PROVIDING FOR ANI EFFECTIVE DATE.  WHEREAS, The City ofPort St.. Joe ("City") has deemed: it appropriate to establish aj planned unit development for a community ("Bulter Bay Road Planned Unit Development Zoning District") to be located on a parcel of land which is legally described in Exhibit "A", WHEREAS, on April 2, 2024, the Planning and Development Review Board for the City, recommended approval of the Bulter Bay Road Planned Unit Development Zoning District; WHEREAS, The Butler Bay Road Planned Unit Development Zoning District is intended to WHEREAS, The Butler Bay Road Planned Unit Development Zoning District will be served WHEREAS, The Butler Bay Road Planned Unit Development Zoning District will comply with the all applicable stormwater management requirements for thel Property; and NOW THEREFORE BE IT ORDAINED BY THE BOARD OF CITY COMMISSIONERS OF THE CITY OF PORT ST.JOE, FLORIDA:  attached and incorporated herein ("Property");and  and  consist ofas single family residential development; and  by City water and sewer facilities; ;and  SECTIONI.NAME  This Ordinance shalll bel known as thei implementing ordinance fort thel Butler Bay Road] Planned SECTION2. CONSISTENCY WITH CITY OF PORT ST.JOE COMPREHENSIVE The Board of City Commissioners hereby finds and determines that the Bulter Bay Road Planned Unit Development Zoning] Districti is consistent with the goals, objectives, andj policies of the City of] Port St. Joe Comprehensive Plan, including but not limited to Future Land Use  Unit Development Zoning District.  PLAN  84    Element Policy 1.3.4, Mixed Use. SECTION3.4 APPROVAL  The establishment of the Butler Bay Road Planned Development Zoning District on the lands legally described in Exhibit "A", which is attached hereto and incorporated herein by this reference, is hereby approved subject to the conditions in this Ordinance.  SECTION 4. PERMITTED USES  The following uses shall be principal permitted uses within all areas of the Butler Bay  Road Planned Unit Development (PUD) Zoning District:  A. Residential. Single family and multi-family residential units. Density shall not B. Recreation. Active recreation means recreational lands and improvements that are facility oriented which may require equipment and take place at prescribed places, or sites, which may include a club house, changing rooms/restrooms and pool. Passive recreation means recreational lands and improvements that are natural resource oriented. Passive recreational facilities may include, but are not limitedt to walking andi nature trails, viewing platforms, docks, boardwalks, picnic C. Permitted Accessory and Ancillary Uses. The following shall be accessory permitted uses within all areas of thel Butler Bay Road Planned Unit Development Zoning District: Uses ofl land customarily incidental and subordinate to one ofthe permitted principal uses, including but not limited to a sales center, mail kiosk, and other uses or facilities associated with the support of the permitted principal  exceed fifteen (15) units.  areas and bird watching.  uses.  SECTION 5. DEVELOPMENT STANDARDS  A. All residential uses shall be served by central potable water facilities and central B. All development within the Butler Bay Road Planned Unit Development Zoning District shall be in compliance with all applicable land development regulations of the City ofl Port St. Joe, except as otherwise contained: int this Ordinance. The minimum setbacks for residential units shall be as follows:  wastewater facilities, as] provided by the City.  Front Setback: Ten (10) Feet Side Setback: Five (5) Feet  Rear Setback: Fifty (50) Feet from the Mean High-Water) Line of St. Joe Bay  85    D. A retaining wall may be located at a minimum oft thirty (30) feet from the Mean High-Water Line of St. Joesph Bay. The setback defined in Section 4.08 of the Land Development Regulations shall not apply to the placement of a retaining E. Maximum overall impervious coverage oft the entire site shall be 80%. F. There shall be a minimum lot width of fifty-two (52) feet and minimum lot depth G. All construction shall meet the standards in the Florida Building Code, latest  wall only.  of120(120): feet. edition.  SECTION 6.1 DEVELOPMENT PLANPLATPHASING  The Butler Bay Road Planned Unit Development Zoning District Subdivision will be developed as one (1) phase, with the submission of development plan and preliminary plat. All development plans will be reviewed as a Level 2 Major Development as such term is defined in the Code. The City will review the preliminary plat as part of the development review process. The development plan, preliminary plat and appropriate application fees shall bei initially submitted to the City for review. The applicant may obtain simultaneous approval oft the preliminary plat, development order and development permit approval with respect to  the development.  SECTION7. CREATION OF ZONING DISTRICT  The purpose of this Ordinance is to create the text of the Butler Bay Road Planned Unit Development Zoning District. The precise location of the permitted uses will be set forth in the application for development plan and preliminary plat approval. This Ordinance is  noti intended as a unified plan of development. SECTION8. ENFORCEMENT  The City may enforce this Ordinance as authorized by law. SECTION9. OTHER ORDINANCES  Except as specifically modified or changed int this Ordinance, all provisions oft the Code shall  apply ini the same manner as throughout the City.  SECTION10. ZONING MAP  Upont this Ordinance becoming effective, the City ofPort St.. Joe Zoning Map shall be amended to show thej property described on attached Exhibit "A" as the Butler Bay Road Planned Unit  86    Development Zoning District. SECTION11. SEVERABILITY  The provisions of the Ordinance are hereby declared to be severable. If any revision of this Ordinance, or the application thereof, to any person or circumstance is held to be invalid, such invalidity shall: not affect other provisions or applications oft this Ordinance that can be  given effect without the invalid provision or application.  SECTION 12. EFFECTIVE DATE  This Ordinance shall become effective as provided by law.  This Ordinance was adopted in open regular meeting after its second reading  this_ Law. ATTEST:  after due notice in accordance with Florida BOARD OF CITY COMMISSIONERS OF PORT ST.JOE, FLORIDA  Charlotte M. Pierce, City Clerk APPROVED AS TO FORM:  Rex Buzzett, Mayor  Clinton McCahill, City Attorney  87    EXHIBIT "A"  GULF COUNTY PARCEL ID: 04561-200R AND A PORTION OF GULF COUNTY. Commence at the Northwest comer of original Government Lot 2 in Section 27, Township 7 South, Range 11 West, GulfCounty, Florida; thence run: along the Westerly boundaryl line ofs said Government Lot 2, South 00 degrees 00 minutes 00 seconds East 170.28 feet to aj point lying on the Southwesterly right of way line of U.S. Highway #98; thence leaving said Westerly boundary line run along said Southwesterly: right ofwayl line South 46 degrees 47: minutes 20 seconds East 32.50: feet; thence leaving said Southwesterly: right of way line run South 00 degrees 49 minutes 18 seconds West 1078.04 feet; thence run South 89 degrees 12 minutes 28 seconds East 148.87 feet to a rod and cap; thence run South 00 degrees 301 minutes 28 seconds West 193.58 feet to a rod and cap; thence run South 00 degrees 30 minutes 13 seconds West 66.00 feet to ai rod and cap lying on the Southerly right ofway line of] Butler Bay Road; thence run along said Southerly right of way line as follows: South 88 degrees 141 minutes 20 seconds East 194.76 feet to a point ofnon-tangent curve to thel left having a radius of3373.00 feet; thence run Northeasterly along the arc through a central angle of03 degrees 491 minutes 20: seconds for ac distance of225.01 feet, chord ofs said arc being North 87 degrees 03 minutes 55 seconds East 224.97 feet; thence run North 81 degrees 581 minutes 29 seconds East 9.46 feet; thence: run North 81 degrees 58 minutes 29 seconds East 45.55 feet to a point marking the intersection ofs said Southerly right of way line with the mean high water line ofa Creek entering into St.. Joseph Bay, said point being the POINTOF: BEGINNING; thencel leaving said] POINTOFBEGINNING: and said mean high water line continue along said Southerly right of way line as follows: North 81 degrees 58 minutes 29 seconds East 276.03 feet to aj point of non-tangent curve to the right having ai radius ofs 954.00 feet; thence run Southeasterly along the arc through a central angle of26 degrees 07 minutes 23 seconds for a distance of434.96 feet, chord of said arc being South 83 degrees 42 minutes 06 seconds East 431.20 feet to a rod and cap; thence leaving said Southerly right of way line run South 00 degrees 26 minutes 14 seconds West 290.95 feet to aj point lying on the mean high water line ofsaid St. Joseph Bay as located on February 2, 2023 at an elevation of 0.57' NAVD 88 DATUM; thence run along said mean high water line of St. Joseph Bay as follows: North 71 degrees 00 minutes 39 seconds West 74.28 feet; thence run North 60 degrees 32 minutes 29 seconds West 45.10 feet; thence: run North 66 degrees 32 minutes 23 seconds West 96.67 feet; thence run North 64 degrees 03 minutes 35 seconds West 48.89 feet; thence runl North 66 degrees 41 minutes 50: seconds West 53.04 feet; thence: run North 69 degrees 26 minutes 19 seconds West 95.09 feet; thence run North 71 degrees 37 minutes 24 seconds West 91.91 feet; thence run North 78 degrees 23 minutes 08 seconds West 26.92 feet; thence run North 81 degrees 05 minutes 00 seconds West 46.33 feet; thence run North 70 degrees 27 minutes 26 seconds West 39.34 feet; thence run North 77 degrees 101 minutes 52 seconds West 19.23: feet; thence run North 55 degrees 25 minutes 37 seconds West 42.83 feet; thence runl North 70 degrees 591 minutes 45: seconds West 44.50: feet; thence run North 44 degrees 491 minutes 05 seconds West 19.22: feet; thence run North 29 degrees 57 minutes 16seconds West 20.52 feet; thence runl North 19 degrees 261 minutes 27 seconds West 10.50 feet to the POINT OF BEGINNING. Containing 3.00 acres more or less Lots 1,2,3,4,5& 6, Las Palmas, a subdivision as per map or plat thereof recorded in Plat Book 4,  PARCEL ID: 04561-500R, AS DESCRIBED BELOW:  and;  Page 165 in the Public Records of Gulf County, Florida  98    89