Law Offices 311South! Second Street Suite 200 FortPierce, FL34950  NEILL GRIFFIN MARQUIS OSKING, PLLC  RichardV.Neill (1934-2023) RichardV.Neill,) Jr.+* Renéel Marquis-Abrams Ian Eielson Osking Brandon! M.I Hale Matthew C.I London  Mailing Address: Post Office Box 1270 Fort! Pierce, FL34954-1270 Telephone: (772)4 464-8200 Fax: (772)464-2566  *Board Certified Wills, Trusts, and Estates Lawyer *Certified Circuit Civil/County Court! Mediator +) Board Certified CivilTriall Lawyer Mayor William G. Thiess 2512 Lightlewood Lane Fort Pierce, Florida 34946 Mr.. James Grimes 3203 North Indian River Drive Fort Pierce, FL 34946 Ms. Ingrid M. Van Hekken 304 Anchor' Way. Fort Pierce, FL 34946  May 16, 2024  Mr. Dale Reed 2811 North Indian River Drive Fort Pierce, FL 34946 Mr.John Langel 2511 North Indian RiverDrive Fort Pierce, FL 34946 Mr. Timothy Ritter 2513 Lightlewood Lane Fort Pierce, Florida 34946  RE: Town of St. Lucie Village - May meeting  Gentlemen and Ms. Van Hekken:  Please accept the following as our attorney's report for the April 16th meeting. 1. Celebrity Peacock (3080 N US1 1) Request for approval of Outdoor Liquor/Food Sales- discussion -It told Mr. Smith at last month's meeting that we would agenda his request for permission for outdoor sales of alcohol particularly, but also food as lunderstood it. Idon't have a specific proposal from him, so I've agendaed it for discussion. Ido note that the February minutes and the zoning form Bill signed, copies enclosed, reference indoor use. 2. Appointment of Code Enforcement Special Magistrate. = We have one applicant. His email and resume are enclosed. Irecommend applicant for the period remaining on Ms.  Ross' term.    Mayor and Board of Aldermen Page 2 May 15, 2023  3. Heritage Preserve Boundary Issue - update. I'm enclosing a new survey/drawing of the possible solution on the Heritage Preserve boundary issue, together with related email. 4. Informational items. The following are for your information and will only carry forward inr my report if they remain pending for my further ttention/nyolvement.  Zoningqueries. Idid: send a formal response to Ms. Walker concerning 2310 North Old Dixie as we discussed at the last meeting. A copy is enclosed. lalso exchanged emails with Carl about the zoning of the north parcel owned by Ms. ii. Lien queries. Ihave provided input on queries concerning 2509 Lightlewood iii. Stow & Go. -Ihave had follow up communication the Haynes. A copy of my email is enclosed. Also enclosed is a copy of the resolution as signed and  Walker's company, copy also enclosed.  Lane and 3001 North Indian River Drive, copies enclosed.  recorded.  iv. St.L Lucie School Property Boundary. There's been no activity.  Do feel free to call ift there's anything you want to discuss with me before the meeting.  With best regards.  oursy yéry auk  'Richard V. Neill, Jr.  RVNjr/dw Enclosures  CC: Paulette T. Burgess, Acting Clerk (w/encls.) Carl Peterson, Building Official (w/encls.)  Cathy Townsend (w/encls.) Wesley Taylor (w/encls.)  Leon Ghougasian, Marshall (w/encls.)    needs tol be addressed and recommended approval, since the imposition on the community is no different from licenses that were approved in January, and the use is not clearly prohibited, which currently ties our hands. Also, the property is bounded by a storage facility on the south and light industrial on the east. Mayor Thiess recommended approval, pointing out that the cranes that are visible when driving by are associated with the pile driving operation that has already been approved. He noted that we have an approvable site plan for Stow and Go, but they. will apply for a variance for landscaping on the east side. Applicant Jeanette Bowen has reached out to other zoning authorities in the area and was able to show that each local governmental body would allow it in some commercial zone. She stated that RMB Crane Mrs. Van Hekken commented that approving this business would open the floodgates for similar ventures in other parts of the Village. Mayor Thiess responded that the purpose of the moratorium is specifically to be able to craft language preventing these uses in other' Village areas. Mr. Langel stated that the license should be restricted to only the former Top Notch property, and Mr. Ritter asked how we would keep it from spreading over to the other Paul Sinnott of 3111 N. Indian River Drive asked if a limit on the number of cranes could be imposed. Anne Sinnott of the same address implored the Board to deny the occupational license, based on provisions of our charter in 1961. She stated that they are hearing complaints at the school about the MOTION: A motion was made to deny the occupational license for RMB  would not expand beyond five cranes.  site. Public comments:  storage facility. Crane, LLC. By: Ingrid Van Hekken 2nd: John Langel  Voice Vote, Mrs. Van Hekken in favor; motion defeated 3-1.  MOTION: AI motion was made to grant the occupational license to RMB Crane, LLC with a limit of five cranes to be stored only on the former  Top Notch property. By: John Langel 2nd: Dale Reed  Voice vote, Mrs. Van Hekken opposed; motion. passed 3-1.  ii. Robert Smith = Norris' (3080 N. US1)  Mr. Smith provided a business license application and supporting documents for Celebrity Peacock Restaurant and Bar. The application was fora a restaurant with bar license. As far as entertainment, he described his restaurant operation as similar to many other local restaurants, like Pineapple Joe's, with al band inside providing entertainment for the bar and restaurant. Mr. Peterson confirmed that adding this sort of entertainment in a restaurant with bar would not impose different requirements from the building code  perspective.  Page 3 of5    Mr. Neill stressed the need for a new site plan including landscaping and an evaluation of drainage, commenting that this was also discussed with Mr. Smith during a Board meeting in 2018. He noted that the only remedy if a site Mr. Smith requested a signature from Mayor Thiess on zoning compliance sO that requirements for a liquor license could be fulfilled. Mr. Smith confirmed that the license would require that at least 51% of income would be from sale of food. Mr. Neill confirmed that, except for the liquor license and the annual Permanent Food Service license, the documents appear to be complete and that a restaurant with a bar component is a permitted use in the Village, presupposing that the operation would be inside the structure and the hours Anne Sinnott asked about the noise ordinance and outdoor music, commenting that in the past with Norris' all activities were confined to the interior of the restaurant with respect to the fact that iti is situated in an R-1 single family residential area. Mayor Thiess commented that outside venues MOTION: A motion was made to approve Mr. Smith's application fora business license for the Celebrity Peacock restaurant with bar pending submittal of a site plan and drainage plan by the August Board meeting and maintenance of state licensure. The Mayori is authorized to sign off  plan is not done would bei to shut down the business.  for alcohol would comply with Village restrictions.  or operations would require a separate permit.  on the zoning. By: Dale Reed 2nd. John Langel  Roll call vote unanimously approved.  d) Clerk's Position - Appointment of Acting Clerk  Mayor Thiess introduced applicant Paulette Burgess, a' Village resident who has provided a recommendation from al local accountant. No other applications have been received. The current Acting Clerk will work with Ms. Burgess throughout the month of March to ensure a smooth transition. Mayor Thiess will secure a' Village cell Motion: AI motion was made to appoint Paulette Burgess Acting Clerk effective March 1, 2024. She will need to run for the position of Clerk during the 2025  phone for her use. election cycle. By: Ingrid Van Hekken 2nd. Dale Reed Roll call vote unanimously approved. e) Right of Way Permit Fee Issue  Al letter has been sent to Brooks Peed regarding water lines that were put under the road without a permit at 2805 N. Indian River Drive. Mr. Neill asked the Board to consider a reduction int the permit fee of $1200 since this seems a minor process compared to typical permits of this nature involving pavement cuts. Mayor Thiess advised that Town Engineer Steve Cooper should give input on the matter. An additional concern has been raised by Mr. Peterson concerning an accessory structure located in front oft the site to which the residence was moved. The structure will need to be moved unless an after the fact variance is granted.  Page 4 of5    SECTION 5-A APPLICATION. APPROVALS  Fyill Name of Applicant_This is the nàme the license will beissued in)  CELEBETA Peccock aazz 4 Blues RestAueant, Inc.  Business Name (DBIA) SAmE Street Address, oet Réece  3080 N. TEDERAL NGHAw  State Zip Code FL 34946  :  BRucie ZONING  TOBECOMPIETEDBYTNSIGEATON A. Thel location complies with zoning requirements fori the sale of alcoholic bèverages or wholesale B." This approval includes outside areas which are contiguous to the premises which are to be part of the  tobacco products pursuant toi this application for a Series: premises sought tol be licensed and are identified ont the sketch?" Chéçk-either: Please do not skip, this is imiportant forl license fee sharing Location is within the city limits or D Location isi in the uhincorporated county Title_ Meyer.amaisiha Villagithis approval is valid for. 30 _days.  Type: Yes D No  license.  Signed_ A-a2hi  Date_ 2/20/24  SALESTAX  TOBE COMPLETEDBYTHEDEPARIMENTS OFF REVENUE  The named applicant for a license/permit has complied with the Florida Statutes concerning registration for 1. This is to verify that the current owner as named in this application has filed all returns and that all outstanding billings and retums appear to have beén paid through the period ending ort thel liability has been acknowledged and agreed tol bep paid by the applicant. This verification does not constitute a certificate as contained in Section 213.758 (4), F.S. (Not applicable if no transfer involved). 2. Furthermore, the named applicant for an. Alcoholic Beverage License has complied with Florida Statutes concerning registration for Sales and Use Tax, and has paid any applicable taxes due.  Sales and Use Tax.  Signed Title_  Date_  Department of Revenue Stamp  This approval is valid for  days.  HEALTH.  TO BE COMPLETED BY THE DIVISION OFHOTELS, ANDRESTAURANTS ORI DEPARTMENT OF AGRICULTURE & CONSUMER SERVICES:  OR ÇOUNTYHEALTH: AUTHORITY: OR: DEPARTMENT: OF HEALTH  The above establishment complies with the requirements of the Florida Sanitary Code.  Signed_ Aetitard This approval is valid for. 30 days. Auth. 61A-5.010 & 61A-5.056, FAC  Dm2-20-24  mdofirhao 0n.EliSpzidls DBPRH-R  4    Richard V. Neill, Jr. From: Sent: To: Cc: Subject: Mr. Neill:  Keith Davis etnedvbewemcom, Friday, May 3, 20248:05AM Richard V. Neill, Jr. David' Whitney  Re: Special Magistrate St. Lucie' Village  Thank yout for reaching out. Please see my responses below in ALL CAPS. I look forward tol hearing back fromyou.  Senti from myi iPad  On May 1, 2024, at 5:09 PM, Richard V. Neill, Jr. ANellr@neilgrifin.com>wrote:  You don'ta often get emailf from melly@nellgnfincom, Learn.why this is important  Mr. Davis,  lam the town attorney for St. Lucie Village, Florida.  Ouro code enforcement special magistrate cannot be reached, and we do have some matters that need to be noticed for hearing and moved forward. I understand that you act as special magistrate in other jurisdictions. YES, MOST NOTABLY IN PORT: ST. LUCIE, AND ON OCCASION IN MARTIN COUNTY FOR Would you consider at least a temporary: appointment to our position? The current term/contract runs through January, 2025. YES, IWOULD BE HAPPYTO  REASONABLE ACCOMMODATION REQUESTS.  ASSIST YOU IN THAT CAPACITY.  Ify you would be interested, please send me a resume. and advise as to your hourly rate for this work. IWILL SEND MY RESUME UNDER SEPARATE COVER LATER TODAY (I AM TRAVELING TODAY ANDIDO NOT HAVE ACCESS TO MY DESKTOP AT THE MOMENT). MY HOURLY RATE WOULD BE $250.00 PER HOUR WITH A2  HOUR MINIMUM.  1    As fara as hearings, any scheduling would be coordinated with your schedule. I think it safe to assume that meetings would be infrequent. MY PREFERENCE WOULD BETUESDAY MORNINGS, BASED ON MY CURRENT CALENDAR OF  REGULAR RECURRING MEETINGS.  At this point, I'm reaching out to attorneys who serve as local code enforcement magistrates and asking them essentially the same question. My board is next scheduled to meet on Tuesday, May 21, at 6:30 p.m. at the Village Hall; and, my intention would be to agenda consideration of this issue at that time. Anyone who wanted to participate could attend but attendance would not be required for  consideration.  Thank you for your consideration.  Regards, Richard V. Neill,. Jr. Town Attorney  Town of St. Lucie Village, Florida Neill Griffin Marquis Osking, PLLC Post Office Box 1270 Ft. Pierce, FL 34954 Telephone: 772-464-8200 Fax: 772-464-2556 richard.nel@stluclevilaget.gov  Please Note: Florida has a very broad public records laws. Most written communications to or from myself of Village officials regarding Village business are public records available to the public and media upon request. It is the policy of St. Lucie Village that all Village records shall be open for personal inspection, examination and/or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the senderby reply e-mail and delete all materials from all  computers.  2    D I DAVIS&  AASSOCIATESPA -  KEITH WARREN DAVIS 701 Northpoint Parkway, Suite 205 West Palm Beach, Florida 33407 Telephone: (561)586-7116 E-mail: eth@lavslawtcam.con  EDUCATION  College of William and Mary, Marshall-Wythe School ofLaw  Williamsburg, Virginia  J.D.Law, May 1992: Top 16% ofClass.  Journal:  Articles Editor, William and Mary Journal of] Environmental Law. Legal Fraternity. 1990 Summer School ofLaw-Lomdon/Bxeter, England.  Activities: Institute of Bill of Rights Law. Environmental Law Society. Phi Delta Phi  University of South Florida Honors:  Tampa, Florida  B.A. Psychology, August 1989: Top 15% of Class.  Graduated CUMLAUDE. Dean'sI List three years.  Sigma Chi Fraternity, Most Outstanding Florida Undergraduate, 1989.  Activities: Student Government. Sigma Chi Fraternity. Inter-Fraternity Council.  PROFESSIONAL EXPERIENCE Davis & Associates, P.A. President/Shareholder/Manager AV Preeminent Peer and Judicially Rated  July 2002 - Present  Board Certified Specialist in City, County and Local GoyernmentLaw  Formerly Davis & Ashton, P.A.; Formerly Corbett, White, Davis and Ashton, P.A.; Formerly Corbett, White and Davis, P.A.; Formerly Corbett and White, P.A. Responsible for all day-to-day Law Firm business operations. General Counsel for the City of Atlantis, the Towns of Briny Breezes, Manalapan, and Palm Beach Shores, and the Villages of Royal Palm Beach and Tequesta; responsible for attending Counci/Commission meetings, providing legal advice and counsel to elected and appointed officials as well as department heads, and handling all general municipal  legal, administrative, ethics, and land use matters.  General Counsel for the Treasure Coast Regional Planning Council. General Counsel for the Palm Beach County League of Cities, Inc. General Counsel for the Florida Green Finance Authority. ADA/FHA Reasonable Accommodation Requests.  Special Magistrate for Cities of Lake Worth Beach, Pahokee, Port St. Lucie, and West Palm Beach, and the Village of Palm Springs. Hearing Officer for Martin County for    Resume - KEITH WARREN DAVIS Powers, McNalis, & Moody, P.A.  Page2  February 2001 -July 2002  Handled the defense of persons and corporations in third party insurance liability cases in courts throughout the State of Florida. Responsible for major research and writing projects, preparing and drafting discovery documents, pleadings, client correspondence, and motions for summary judgment. Further responsible for attending depositions of parties and non-party witnesses, motion calendar hearings, and evidentiary hearings on motions for summary judgment. Also handled first party insurance company representation, including examinations under oath of insureds in water, fire, and auto loss cases, and drafted and argued Petitions for Declaratory  Relief on multiple issues of coverage and duty to defend. Office of the State Attorney, 15th Judicial Circuit  May 1995-February 2001  Division Chief of the Circuit Court Juvenile Division. Responsibilities included overseeing all prosecutions in a juvenile trial division as well as filing felony and misdemeanor charges and prosecuting juvenile detention hearings. Also served in Circuit Court Felony Division. Responsibilities included prosecuting non-capital felony crimes. Also served in Appellate Division. Responsibilities included researching and drafting written responses to motions for post conviction relief and arguing motions in circuit court on issues including ineffective assistance of counsel and sentence legality. Also briefed and argued county court appeals in the circuit court. Also served in County Court Division. Responsibilities included prosecuting misdemeanor crimes such as domestic violence and DUI. Argued against numerous motions to suppress evidence. Also responsible for prosecuting arraignments and first appearances.  Office of thel Public Defender, 19th Judicial Circuit  December 1992 - April 1995  Represented indigent criminal defendants in both county and circuit courts. Tried in excess of forty jury trials including misdemeanor and felony charges. Argued numerous motions including evidence suppression, bond reduction, charge dismissal, and sentence modification. Circuit court work also included representing defendants in juvenile court and Baker Act hearings. Drafted several briefs for appellate review on issues including evidence admissibility, evidence  sufficiency, and restitution. COURTS  Admitted to Practice in all Florida State Courts.  Admitted to Practice in the United States District Court, Northern District ofFlorida. Admitted tol Practice in the United States District Court, Southern District of] Florida. Admitted tol Practice in the Supreme Court ofthe United States of America.  PROFESSIONALMEMBERSHIPS  Member in Good Standing of the Florida Bar since 1992; Member of the Palm Beach County Bar Association. Member of the Florida Municipal Attorney's Association Board of Directors. Member of the Florida League of Cities Legislative Policy Committee for Municipal  Administration.    Resume KEITH WARREN DAVIS  Page 3  PUBLICATIONS  The Role of the Virginia Marine Resources Commission in Regulating and Zoning the Water Bodies of the Commonwealth, 16 William and Mary Journal of] Environmental Law 81 (1992). Music & Memories, Palm Beach County 2020, Star Group International (2020).  COMMUNITY INVOLVEMENTPRO BONO Bright Futures International Elementary School and Academy for International Studies Middle School raising, staffing, budgeting, and hiring of consultants. North Palm Beach Zoning Board of Adjustment Review and take final action on zoning code variance applications. Palm Beach Gardens Community Concert Band ofthel Board ofI Directors and the Executive Committee.  January 2001 - April 2006  President of the Board of Directors for two Palm Beach County charter schools. Drafted new school Charter for middle school. Responsible for business of school operations including fund-  November 2007 - September 2015  September 2014 - August 2021  Trombone player in 80-member concert band, performing concerts throughout the year. Member  Florida League of Cities Speaker/Presenter at annual conferences. Florida Municipal Attorneys Association Speaker/Presenter at annual conferences. Currently Treasurer on the Board of] Directors.  August 2014-1 Present  July 2014 - Present  In my Spare Time... wife, Jennifer.  Collector of rare books, first editions, and autographed books. Collector of] Florida Highwaymen Art, and other Florida art; Collector of original regional artist works when traveling with my  Reluctant caretaker for one English Bulldog "Primrose St. John - Smythe Davis."    Richard Neill From: Sent: To: Cc: Subject:  Pete Andersen PeteA@gs/nccom> Monday, May 13, 2024 10:20AM Richard Neill; Hilary Young  Amy Griffin; Kimberly Bordinger; Alexey Gilev; Daniel Zrallack; JoAnn Riley; Jennifer McGee; Brion Pauley; William Thiess; David Whitney; Paulette Burgess  RE: SLV/DB Moore Heritage preserve  We can do that, but that willi incur more charges.  Peter Andersen, PSM GCY, Inc.  Professional Surveyor's & Mappers  P.O. Box 1469 Palm City, FLorida 34991  Office 772-286-8083 Cell 772-263-1469  From: Richard Neill richard.neil@stluctevllager.gov> Sent: Monday, May 13, 20249:23AM  To: Pete Andersen PeteA@gcyinc.com; Hilary" Young hlary@grync.com>  Cc: Amy Griffin gritinaestiucecoorpo, Kimberly Bordinger <Bordingerk@stiucieco.org>; Alexey Gilev gleva@stuceco.org"; Daniel Zrallack daldpePalidepoplown Riley be/elludepop,emie. McGee Miceelestucecoorp"; Brion Pauley paueypestucecoorp William Thiess willam.thiess@stluclevilagergove; David' Whitney whtyenalgrncom, Paulette Burgess pauete.Durgessestucevlagengov,  Subject: RE: SLV/DB Moore Heritage preserve  Caution: This is an external email (from outside GCY). Please take care when clicking links or  opening attachments. When: in doubt, contactIT.  Thank you, Mr. Andersen,  My Board's meeting last month preceded receipt of this survey. Iwill review it with them this  month and follow up.  lanticipate that it will continue to support this approach subject to County ERD and FTC  approval.  1    Ifwe proceed on this basis, I'm expecting that we will exchange quitclaims with the neighbors. In that regard, my initial thought is that The Village would quitclaim the possible overlap areas shown on the prior survey/sketch. Ifthis group and the neighbors agree, can  you provide those legals?  Sincerely, Richard V. Neill, Jr. Town Attorney  Town of St. Lucie Village, Florida Neill Griffin Marquis Osking, PLLC Post Office Box 1270 Ft. Pierce, FL 34954 Telephone: 772-464-8200 Fax: 772-464-2556 richard.nell@stlucievilagefl.gov  Please Note: Florida has a very broad public records laws. Most written communications to or from myself of Village officials regarding Village business are public records available to the public and media upon request. It is the policy of St. Lucie Village that all Village records shall be open for personal inspection, examination and/or copying. Your e-mail communications will be: subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the senderby reply e-mail and delete all  materials from all computers.  From: Pete Andersen PeteA@gcyinc.com> Sent: Friday, April 19, 20242:12PM  To: Richard Neill richard.nell@stluctvllaget.gov; Hilary Young hlary@gcyinc.com> Cc: Amy Griffin gitinaestuCeroorP, Kimberly Bordinger ordigerestuCeCOOI? Alexey Gilev glevaestucecoorg"; Daniel Zrallack ZrallackD@stlucieco.org>;oAnn Riley Iley/estuCecO.OTR>; Jennifer McGee Miceeestucecoor"; Brion Pauley palueypestuceroo? Mary Fowler mary.lowler@stlucstlucevilaget.gov"; William Thiess wlam.thess@stucstluceviaget.gov; David' Whitney PWhineyenelsrfincon  Subject: RE: SLV/DB Moore Heritage preserve Sorry fort the delay. Things have been crazy. Let mel knowi if there is anythingy you want me to edit.  Richard, Ibelieve this is whaty youv were indicating in your sketch last September.  Peter Andersen, PSM GCY, Inc.  Professional Surveyor's & Mappers  2    P.O. Box 1469 Palm City, FLorida 34991  Office 772-286-8083 Cell 772-263-1469  From: Richard Neill richard.nell@stlucievllagef.gov> Sent: Monday, September11,: 20231:36PM To: Pete Andersen PeteA@gcyinc.com>  Cc: Amy Griffin gifinaestucecoor": Kimberly Bordinger IOTAPSEACAICEOCR? Alexey Gilev glevaestucecoor" Daniel Zrallack alacDestuCetoOP JoAnn Riley rleylestluceco.og"; Jennifer McGee Micelestucero.op) Brion Pauley paluleypestucetoo Mary Fowler marylowler@stluctevilager.gov; William Thiess wllam.thess@stlucevllaget.govp; David Whitney PWhtneyenelgrlmncon  Subject: FW: SLV/DB Moore Heritage preserve  Caution: This, is an external email (from outside GCY). Please take care when clicking links or  openingattachments. Whenindoubt, contactIT.  Mr. Andersen,  lam the Town Attorney for St. Lucie Village. Irealize that the Village is not a party to your arrangement with the County but IH have suggested a conceptual solution to locating the  Heritage Preserve boundaries that we believe should work for everyone.  Generally, that's to hold the south corners as you've depicted but establish the parcel's east boundary by running northerly west of the neighbor's fence and establishing the west boundary with a parallel line that I'm thinking will miss that neighbor's drain field and  pavers. See attached PDF (not to scale) depiction.  Ihave been asked to follow up with you about this concept and the County's Purchase Order, also attached. lunderstand that funds referenced in the PO are available if paid this month. And, Itake it that the County thinks that surveying, marking the corners and providing a legal for a description in this fashion should meet their requirements if you would doit under the existing PO; but, please follow up with County ERD, Ms. Griffin or Ms. Bordinger,  about terms and payment. (See emails below.)  And, iflcan help by providing further input/explanation of the Village's conceptual solution,  please let me know. Thank you.  3        ssssese  SDFOS'BS'E 13.55    Richard V. Neill, Jr. From: Sent: To: Cc: Subject:  Richard V. Neill; Jr. Wednesday, May 1, 2024 4:58PM Erin Walker David Whitney; Paulette Burgess; William Thiess Walker Campbell Farms, LLC;2310 N. Old Dixie  Parcel nfo:1433-113-0030-020-5; 1433-113-0030-030-8  Ms. Walker,  lam communicating with you as the Town Attorney for the Town of St. Lucie Village, Florida. You have asked whether your company can sell a portion of one of its properties at this location and retain a portion as part of the other property. Specifically, my understanding is that you want to retain the southern parcel (the one at the above street address), and combine it with a piece of the parcel to its north, sO that you retain the existing fence (and cell Understanding that the two parcels have been in existence in their current configuration since 1995, our Land Development Code would allow you to split one of those parcels, providing that the newly formed parcels comply with the lot size and dimensional requirement of the Code. Itis apparent that, if you divide the northern parcel in two, just north of the existing fence and accessway, the remaining part to the north parcel will be conforming and the piece retained, when combined with the southern parcel, would also be conforming; SO, that presents no issue. Under the described circumstances you would not need to comply with the St. Lucie Village Subdivision Ordinance, and you would not need permission from St. Lucie Village to make this division of property. (One caution, however, if you or the new owner were to later re-subdivide, that would create a potential issue and probably necessitate  tower access) as part of that southern piece.  compliance with the Subdivision Ordinance which is more difficult). authorized to confirm the foregoing on behalf of the Village.  Thave reviewed this situation with the Board of Aldermen of the Town St. Lucie Village and am  Regards, Richard V. Neill,. Jr. Town Attorney  Town of St. Lucie' Village, Florida    Richard V. Neill, Jr. From: Sent: To: Cc: Subject: Attachments: Carl,  Richard V. Neill,. Jr. Sunday, May 12, 20241:35PM Carl Peterson RE: Old Dixie Property  Paulette Burgess; David Whitney; William Thiess 2003-3 Ordinances re Nash annexation.pdf  Ithink that saying they need to talk to the board is fine.  But, for your info -  In looking at this, Irealized that the annexation ordinances don'tsay exactly the same thing for these properties with Light Industrial land use-each ordinance is a little different. The ordinance on this one (attached) assures continuation of the existing (county) zoning, which is  stated to be light industrial.  The Village has not yet attached a zoning category to this parcel, or adopted Light Industrial zoning regulations; SO, I believe that the County regulations would legally apply if push came  to shove. Regards, Richard  Richard V.Neill,Jr., of Neill Griffin Marquis Osking, PLLC Post Office Box: 1270 Ft.P Pierce, FL 34954 Telephone: 772-464-8200 Fax: 772-464-2566 mellirenellgrifin.om  CONFIDENTIALITY  Thei information contained ini this e-mail, including any attachments, is privileged and confidential, intended only for the use oft the individual or entity to whom it is directed. Ify you are not the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this e-mail or any attachment is strictly prohibited. If you have received this transmittal ine error, please reply to the sendert that you have received it in errora and then delete it. Thank you.  1    From: Carl Peterson car.peterson@stuclevilager.gov2 Sent:" Thursday, May 9, 20245:45PM Subject: Fwd: Old Dixie Property Isent him the email below  To: Richard' V. Neill, Jr. welurenelgrincomo, Richard Neill richard.neil@stluclevllager.gov>  Richard  Begin forwarded message: Subject: Old Dixie Property Date: May 9, 2024 at 3:58:35PMEDT To: ransomhartman@gmal.com  From: Carl Peterson car.peterson@stlulevlager.gov-  Cc: Paulette Burgess pauete.purgess@stugeylagel.go  Reed  lam going to say commercial at this point. The Board of Aldermen might approve light industrial depending what iti is. The Board has to approve anything being built in the Village. .Itell any one buying property to go before the board to find out ift the will approve what they propose to build.  Regards Carl Peterson BCA, FPM Building Official 772-528-2777  Car.peterson@stlucevilaget.gov  Per F.S. 668.6076 Under Florida law, e-mail addresses are public records.Ify you do not want your e-mail address released in response to a public records request, do not send electronici mail to this  entity. Instead, contact this office by phone.  Regards Carl Peterson BCA, FPM Building Official 772-528-2777  Car-peterson@stlucievllagef.gov  Per F.S.668.6076 Under Florida law, e-mail addresses are public records.lfy you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by  phone.  2    Richard Neill From: Sent: To: Cc: Subject: Attachments:  Richard Neill Sunday, May 12, 2024 1:08PM 'Brandon Haynes' Carl Peterson  William Thiess; David Whitney; Richard V. Neill, Jr.; Paulette Burgess; Leon Ghougasian; Steve Cooper plan review invoice 5.1.24.pdf; SCPE Invoice 4000 3 24 2024.pdf; SCPE  RE: Stow & Go - Engineering Reimbursements  Invoice 3981 12 15 2023.pdf; SCPE Invoice 39601062023.pdf  Meghan,  I've got a set of approved documents and the resolution for you or Dylan. Ithink that you  would want those before starting.  Ify you would like to pick them up, we can do that but give me a heads up before you come to make sure a set is ready. We can also mail but confirm the preferred address please. We do need paymen/embursement of the fees. Ichecked and there was an additional invoice, attached and labeled Steve Cooper - plan review invoice, butit'sa actually on final review of the landscape plan by Mr. Boggs and the cost of any inspection he will do. It'san  additional $350.  Any check should be made payable to St. Lucie Village and you can drop it by my office if you  come to get the papers, or just mail it and I'Il forward it.  AsIrecall, there's a provision about coordinating with the Village surveyor about the boundaries around the school. I'II be happy to coordinate if that would be helpful.  Do feel you can reach out with further questions. Please do send email to my Village address but, if you also copy my office email - elirenelgifin.com I'm likely to see itmore  quickly; and, Ihave no objection to your doing that.  Regards, Richard V. Neill,. Jr. Town Attorney  Town of St. Lucie Village, Florida Neill Griffin Marquis Osking, PLLC Post Office Box 1270  1    Ft. Pierce, FL 34954 Telephone: 772-464-8200 Fax: 772-464-2556 haidaelesdwiastiee  Please Note: Florida has a very broad public records laws. Most written communications to or from myself of Village officials regarding Village business are public records available tot the public and media upon request. It is the policy of St. Lucie' Village that all Village records shall be open for personal inspection, examination and/or copying. Your e-mail communications will be: subject to public disclosure unless an exemption applies tot the communication. If you received this email in error, please notify the senderby reply e-mail and delete all  materials from all computers.  From: Richard Neill  Sent: Thursday, May 9, 20245:17P PM To: Richard' V. Neill, Jr.< PMelr@nelge"fin.om Subject: FW:Stow: & Go Engineering Reimbursements  From: Brandon Haynes sowgo/2egmalcom Sent: Thursday, May 9, 202411:27AM To: Richard Neill richard.nell@stluclevllager.gov> Subject: Fwd: Stow & Go-- Engineering Reimbursements  Good Morning Richard-  Just wanted to follow-up with you on this email. Idon't believe we have received the payment instructions, as of yet. Also, what are the next steps with our plana approval? Do we need to receive the final signed approval, before  proceeding with any improvements?  Thank you, Meghan  Forwarded message From: Brandon Haynes stowpo/zeamalcom Date: Fri, Apr 19, 2024 at 8:42 AM Subject: Stow & Go- - Engineering Reimbursements To: Richard Neill richard.nell@stluclevllager.gov>  Good Morning Richard -  Please provide payment instructions for the attached invoices. Do we make payable to St Lucie Village or the Engineer directly?  2    Thank you, Meghan  3    SAINT MICHELLER LUCIE R. COUNTY MILLER, CLERK OF THE CIRCUITCOURT FILE# ORE BOOKE 5331252 04/29/2024 PAGE 58- 03:32:05 PM RECN $443.50 109 Doc Type:RESO  RESOLUTION 2024-3  A RESOLUTION APPROVING SITE PLAN FOR STOW & GOSTORAGE, LLC, AND PROVIDING' TERMS AND CONDITIONS OF APPROVAL  WHEREAS, Stow & Go Storage, LLC "Applicant"),has applied for site plan approval fora  site plan on the following described properties:  a, Parcel ID (Parcel 1): 1433-123-0006-000-;  Legal Description of Property: 333 34401 BEG. ATPT WHERE S BDRY OLSONS S/DINTE RD R/WLIOFHWY US 1, THN892519E40.801 FT, THS012341B245291 FT,THS89 29 08 W320.61 FTTOERDR/WIIC OF HWY US 1, TH NWLY ON CURVE CONCNE, R  OF11,3592THNWLY. ALG. ARC 258.82 FT TO: POB (2.04. AC)  b. Parcel ID (Parcel 2): 1433-124-0005-010-2;  Legal Description of Property: 33 34 40: FROM INT OF S BDRY OLSONS S/D. ANDE ERD R/W LI OF HWY US 1 AND CURVE CONCNE, R OF 11,359.21 FT, TH SELY ALG. ARC 258,82 FTTO POB; TH CONT ALG ARC 110.64. FT, THN892908B268.08) FT,THS2131 34) E228,781 FT, THI N6 68282 26E E 125 F,HN213134WA092FL,THS95I9W 39.78) FT, TH S01 2341E108.331 FT, THS8 WPHYBAITTIDRRCPAO  C. Parcel ID (Parcel 3): 1433-124-0005-020-5;  Legal Description of Property: 33: 34 40 FROM: INT OF S. BDRYLI OLSON'S S/D WITH ELY R/W) LIUS #1 RUN SELY ALG ELY R/W 369.46 FT TO POB, TH CONT SELY ALG SD: ELYI R/W: 2401 FT, THI N 87 DEG 091 MIN 04 SEC E: 265.12 FT, THI N 211 DEG: 31 MIN: 34 SEC W2 228.78 FT, THS 891 DEG 29) MIN 08 SEC W 268.08 FTTO1 POB (1.35 AC)  Total Size of] Property (Parcel 1,2,3): 5.08 Acres  WHEREAS, the: site plani is submitted for the permitted use, Outdoor Storage Facilities for Families and Businesses, which Is permitted subject to site plan approval in the commercial  zoning district, in which the properties are located.  WHEREAS, the Applicant, ini its submittal, has described the types of vehicles to be stored  at thes subject facility as:  The site is considered an Outdoor Open-Air Storage business. The items being proposed for storage vary ranging from boats on trailers; recreational vehicles including travel trailers, motorhomes, and accessory trailers. All units stored, will  be required to be portable.  1    WHEREAS, Applicants submittal also provided that, "no semi-trucks or trailers will be stored on this property" and the Applicant had previously described the desired storage to be WHEREAS, the entrance/exit gate at the north end of the property cannot be used in accordance with FDOT regulations without recqnfiguration but Applicant desires to maintain the WHEREAS, the Applicant's plan is based on access through the south gate which willl be a WHEREAS, Applicant hassubmitted, and the Village engineer has reviewed and approved WHEREAS, the Applicant has submitted the landscape plan attached as Exhibit B which WHEREAS, the Applicant has secured a variance, a copy of which is attached as Exhibit C, and submitted the revised landscape plan attached as Exhibit D which meets the requirements WHEREAS, the Applicant has submitted construction plans copies attached as Exhibit E. WHEREAS, the Applicant has submitted irrigation plans copies attached as Exhibit F. WHEREAS, the Applicant has submitted drainage calculations copy attached as Exhibit G. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF ALDERMEN OF THE TOWN OF ST. 1. The plans and. submittals attached as Exhibits A and D- G are approved, subject to 2. No changes to the approved plans or calculations shall be made without submittal to the Board of Aldermen of the Town of St. Lucie Village for review and approval. 3. This site plan approval is for the entire site, that is fori the three parcels which make 4. Applicant, having commencedwork adjacent to the St. Lucie School property and having encroached onto the St. Lucie School property, shall sod and irrigate and maintain the property until ground cover is securely established. 5. Ina addition, any' work, including sloping shall be removed from the St. Lucie School property sO that the entirety of Applicant's and improvements are located solely on Applicants property and not the Village's property. Int that regard, Applicant's contractor shall coordinate with the Village's surveyor to confirm the boundary line - around the St. Lucie School and shall construct the project accordingly.  boata and RV: storage.  entrance for emergency use.  manned gate that will be opened and closed each day and, asi inc compliance, the site plan submitted as attached Exhibit A. was deemed in compliance by the Village landscape architect.  of the code after the variance relief.  LUCIE VILLAGE, FLORIDA, that:  thei terms and conditions herein.  up the site, together, and not separately.  2    6. Upon completion of the proposed paving, grading and drainage improvements, the engineer of record shall provide final certification to the Town of St. Lucie Village, upon completion oft the project that the project or system and its components, as approved hereby, have been constructed in substantial conformance with the approved plans, including certified "as-builts" completed by a Florida registered land 7. Applicant and any successors In interest shall be responsible for maintaining In good order and répair the improvements, including the swales and retention areas, trees and shrubberies, the opaque green screen fence, and the like, which responsibility shalli include repair and replacement oft the: same, Ifnecessary; and, in particular, dead trees, shrubs, and sod shall be replaced within 90 days with plants conforming 8. Applicant shall reimburse the Village'se engineer and landscape architect expenses 9. Thei items stored on the: subject property shall be limited to boats on trailers, recreational vehicles including travel trailers, motorhomes, accessory trallers and campers, as well as boat trailers, cars and pick-up trucks, and storage pods. 10. Semi-tractors and trailers, commercial vehicles with more than two axles, and heavy machinery and heavy equipment (except in conjunction with licensed businesses on the Parcel 3 (the parcel at 2450 N. US 1) and stored oni that property only) are not permitted. Also prohibited are junk vehicles or items that may be stored in a junk yard, yard waste or other debris, unserviceable vehicles, or cargo containers. 11. While the northern emergency access may be maintained, its use shall be limited to emergencies and project access shall bel limited to the south gate at 2450 NUS1, which shall be a manned gate that is opened and closed each day. Any deviation from the stated entry gate operation should be reviewed by FDOT and submitted as 12. The applicant shall provide irrigation fori the new landscaping south oft that depicted on Exhibit F pursuant to a plan designed bya a-qualified professional, and the applicant's design professional shall approve and provide the plan to St. Lucie Village and shall, ini the certification referenced at paragraph 6 above, reference completion  surveyor.  to the approved plan. before commencing work.  ar modification oft the site plan approval.  of those improvements in accordance with that plan.  (Signature page and attestation follow)  3    PASSED AND. APPROVED by the Board of Aldermen of the Town of St. Lucie Village on  K64C the; 2A"d day of April, 2024.  APPROVED:  BOARD OF ALDERMEN OF THE TOWN OF ST. LUCIE VILLAGE, FLORIDA  By:  Mhaohw William G. Thiess, Mayor  ATTESTED: By:   Paulette T. Buigess, Acting Clerk  ,Paulette T. Burgess, Acting Clerk: ofi the TOWN OF ST. LUCIE VILLAGE, FLORIDA, do hereby certify" that this is at true and accurate copy of Resolution 2024-3 which was duly introduced, read, and adopted at the regular meeting oft the Board of Aldermen oft the TOWN  OF ST. LUCIE VILLAGE, FLORIDA, held: the 1Gdayo of April, 2024.  Paulette T.    :  4    B  W4 999 1515  ExA    ANDSCAPE CONTRACTOR NOTES  SHRUB, PLANTNG    TREE PLANTING , MRES EAUTY  PLANT MATERIAL LIST.  TREE CALCULATIONS NOTHPL EASTPL NORTHPL EASTPL SQIFL EXEMPT  IOTAL ACCESS 39LFL. LFT. LFT.  PERIHETER TAECS REOUSKED PARKING TRCES REQUIRED RIVIDED  34099  20.0 (0'MN)  IXA 12 CHCET 22 ft. on center so.0' (10') MN.)   PGMAC ES zo.0 BUFFER (O'HN.). NOTE FEN 1,0BUFFER IXA  EPSAES S, ICACNV SLLS   BW G,  0.0' BUFFER uF DEIKS  LMEMGN  ExB  SHEET L-2 TWD SCALE  LANDSCAPE PLAN STOW & GO STORAGE  5485 8S-W 6s MAh 34950    INRE: PETITION. FOR VARIANCE OF STOW & GO, LLC  ORDER  This matter came before the Board of Adjustment oft the Town of St. Lucie Village, Florida, on March 20, 2024, at 6:30 p.m. at the Village Hall on the request of Stow & Go, LLC for relief from provisions oft the St. Lucie Village Land Development Code applicable to its  property.  The Board of Adjustment, having considered the petition of Stow & Go, LLC, having heard from Brandon and Meghan Haynes, Dylan O'Berry, PE, and the public, and having  otherwise given the matter full considération, finds as: follows:  1. The hearing was properly noticed by publication and mailed notices, as required by the 2. The subject property is three contiguous properties, zoned commercial, currently improved with pavement and fencing, located at 2500 NUS: Hwy 1,1 Fort Pierce, Florida 34946,  St. Lucie Village Land Development Code.  and the tax I.D. number and legal description is as follows:  a. Parcel ID (Parcel 1): 1433-123-0006-000-33  Legal Description of Property: 33 34 401 BEG. ATPT WHERE S BDRY OLSONS S/D) INTE RD RWLIOFHWYUSI, THN89251 19 E400.80 FT, THS0123 41E245.29 FT, THS 89 29 08 W3 320.61 FTTO ERDI R/WLI OF HWY US 1,THNWLY ON CURVE CONC NE, R  OF 11,359.2THNWLY, ALG. ARC: 258,82 FTTOPOB (2.04AC)  b. Parcel ID (Parcel 2): 1433-124-0005-010-2;  Legal Description of] Property: 33: 344 401 FROM) INT OF S. BDRY OLSONS S/D. AND ERD R/WI LIC OF HWYUS14 AND CURVE CONCNE, R OF 11,359.21 FT, TH SELY ALG. ARC 258.82 FTTOI POB; TH CONT ALG. ARC110.641 FT, THNS 8929 08 E268.08 FT, THS2131 341 E228.78 FT, THN682826B125) FT, TH: N21 31 34 W 407.92 FT, THS $892519W 39.78 FT, THS012341) E108.33. FT, TH S8929 08 W: 320.61 FT TOI POB (1.69AC)  ExC    C. Parcel ID (Parcel 3): 1433-124-0005-020-5;  Legal Description ofl Property: 33 34 40 FROM: INT OF S BDRYLIOLSONS S/D WITH ELY R/W] LI US #1 RUN SELY ALG ELY R/W: 369.46. FTT TO POB, TH CONT SELY ALG SD: ELY R/W 2401 FT, THI N871 DEG 091 MIN 04 SEC E2 265.12 FT, THN21D DEG31 MIN34 SEC W: 228.78 FT, THS 89 DEG 291 MIN 08 SEC W: 268.08 FTTO POB (1.35 AC)  Total Size of] Property (Parcel 1,2,3): 5.08 Acres  3. Stow & Go Storage, LLC requests five variances for relief from Ordinance 2012-4 (now incorporated into the St. Lucie Village Land Development Code at Section 3.6.1, et seq.),  particularly,  a. From Section 3.6.4(B)(2)(a) Perimeter Landscaping Relating to Abutting Properties, requiring a 42" planting height in a seven-gallon container, sO as to b. From Section 3.6.4(B)(2)(b) Perimeter Landscaping Relating to Abutting Properties, requiring a tree be provided or preserved for each 30 linear feet or major fraction thereof, sO as. toj provide relief from the requirement along a portion oft the north perimeter of thej property, as shown in the attached plan provided that the total tree count required for that portion oft the north perimeter From Section 3.6.4(B)(2)(c): Perimeter Landscaping Relating, to Abutting Properties (Proposed Parking Abutting Existing Barrier), requiring that when a proposed parking area abuts an existing hedge wall or durable landscape barrier on an abutting property, sO that the landscape buffer and tree count requirements are not required to bei included in thel landscape plan on the east side oft the  allow aj planting height of18" in at three-gallon container,  will remain ont the property;  property, as shown on the attached plan; requirement for interior landscaping:and  d. From Section 3.6.4(B)(3) Parking area interior landscaping, so as to eliminate the    e. From Section 3.6.4(2), Planting requirements (tree count) so that the total tree count (ofnew/additional trees) tol be added to the site is 37 rather than 72.  4, Concerning the variance requests described at paragraph 3(a) above, the standards at Section 9.2.0, including particularly any hardship beyond cost, have not been met. 5. The variance requests described at paragraphs 3(b) through 3(e) ("those requests") arise 6. As to those requests, literal enforcement oft the Code would deprive Property Owners of 7.: Granting those requests as specified. herein will not be materially detrimental ori injurious 8. Granting the below variances will not confer any special privilege to Property Owners 9. The variances set: forth below are the minimum variance which will make possible the 10. The spirit and intent oft the Zoning Ordinance and Town Comprehensive Plan are not  from conditions that are unique to the land or structures involved,  rights commonly enjoyed by other property owners in the same zoning district.  to other property or improvements in the: neighborhood. which is denied to owners ofs similar properties,  reasonable use.  opposed to the specified variance. Iti is thereupon, ORDERED as follows:  1. The Petition for relief from Section 3.6.4(B)(2)(a) Perimeter Landscaping Relating to 2. The requested variance is GRANTED sO that Property Owners are granted relief from Section 3.6.4(B)(2)(b), that is from the requirement for landscaping along the west portionofthe north perimeter oft the property, as shown in the attached plan, provided, however, that the total tree count required for that portion of the north perimeter will remain on the property.  Abutting Properties is DENIED.    3. The requested variance is GRANTED sO that Property Owners are granted relief from Section 3.6.4(B)(2)(), sO that the landscape buffer and tree count requirements are: not required to be met on the east side oft the property extending south from the St. Lucie School, as shown on 4. Ther requested variance is granted sO that Property Owners are granted relief: from Section 3.6.4(B)(3), SO as to eliminate the requirement for interior landscaping.  the attached plan.  5. The requested variance is granted sO that Property Owners are granted relief from Section 3.6.4(2) SO that the total tree count (Ofnew/additional trees) to be added to the site is 37 rather  than 72.  6. Property Owners are: not otherwise granted relief from the provisions oft the Ordinance, 7. This variance expires automatically in twelve (12) months unless a permit has been  the applicable building code(s), or any permit requirement(s).  issued for thej proposed improvement().  DONE AND ORDERED by thel Board of Adjustment of the Town of St. Lucie Village,  Florida, this day of April, 2024.  BOARD OF ADJUSTMENT TOWN OF ST.LUCIE VILLAGE, FLORIDA  By:  Jim Van Hekken, Chair  Copies furnished to:  Stow & Go, LLC Board of Adjustment William G. Thiess, Mayor  Board of Aldermen Paulette T. Burgess, Acting Clerk Carl Peterson, Building Official    445NB EREELE  ExB  $53 6> 25 &  STOW& GOS STORAGE PICNC,ORDA ASORUSHNNI  LANDSCAPEI PLAN    o  - -  a88  8  388  BE    -  M                        6' tall chainlink fence  25 ft. on center with opaque green screen  IXA  MG 275  tatt chalnlR-fênce wthopaque greehscreen  -  IC AR IC  +t  éxist. palm-tomemgin.  match lIne wik Nawe 1AMAs Wusiir Dvs Tms Lo/ 1st  ST. LUCIE VILLAGE LANDSCAPE ODINANCE: SPECIES aF TREES REQUIRED FOR 31 TO 40 TREES SPECIES aF TREES PROVIDED TOTALING 36 TREES 2 TREES ADDED EAST OFF PROPERTY _TREES TOTAL 38 TREES PLANT MATERIAL LIST IREESLPALIS nelcates_native treg) Code Nang CuantitySelentirie None ILEKC CASSINE LEXA AITENLATA NAGHOLIA GRANDIFLORA oV GUERCUS VIRGINTANA Code None Quentily Sclentific None HAHELIA PATENS 275 MISCANTHUS GIGANTEUS DTHER NATERIALS HUKCH 30 Cuy YDS, ENVIRO MALCH ESTS 7,600 SFLB BAHIA sop EST  ONE TREE FOR EVERY 2500 sa. FT. OF DEVELOPED AREA BB072 DIVIDED BY 2500 3522 36 TREES  COANon Mare DAHODN HOLLY EAST PALATKA HOLLY MAGNDLIA LIVE OAK Connon! Norp FIREEUSH  Plenting Size XS,4CT. P'KS,ACTH Plonthng Size EVXIEG  LANDSCAPE CONTRACTOR NOTES MLPLANT E EANGE  GIANT CHINESE SILVER GYUDE  AN  TREE PLANTING GUY_MRES  SHRUB, BLANTNG  EXF DATE 6/11/22 REV. B/17/23 REV. B/21/23 REV. 1P//BAHI  SHEET L-1 OF TWO SCALE # 20'  LANDSCAPE PLAN PORTION STOW & GO STORAGE  PANISCAPE ARCHITECT  PREPEIS 406-177 JONEN MhL 34958 REV. 10/16/23 trvEIes    Stormwater Management Report  Engineering Calculations & Supplementary Documents Supporting a Surface Water Management System Serving  Stow & Go Storage  Location: Town of St Lucie Village, FL St Lucie County, PCN: 1433-123-0006-000-3 Prepared by:, GEP GIANGRANDE Engineering & Planning Consulting Civil Engineers 710 SE Ocean Boulevard Stuart, Florida 34994 772-888-9076 FL Certification: 3093 Revised: December 2023  Signed by: aabub Dylan O'Berry, PE PE Regi #88512 Date: 12/12/2023  a by Arthur D O'Berry Location: grande Engineerlng Planding Stuart, FL son: amthe author of this men tact! ntoyomal!: dylan@gep C.com cell!: (772) 203-0664) 1A.1214:16:50-0500  No.8 88512 * STATEOF FLORIDK  ExG    Table of Contents 1. Project Description. 2. Existing Conditions 2.1. Existing Site. 2.2. Existing Site Drainage 2.3. Control Elevation 3. Proposed Conditions 3.1. Project Description 3.2. Land use. 3.3. Water Quality. 3,4. Stormwater Runoff Volume, 3.5. Stormwater Design Elevation.  Appendices Appendix A. Appendix B... Appendix C.. Appendix D. Appendix E.  Location Map Sub-Basin! Map Geotechnical Report  Stormwater Calculations Existing Conditons Stormwater Calculations Proposed Conditions  Pagei    1. PROJECT DESCRIPTION  The Stow & Go Storage facility is owned and operated by Haynes & Son Holdings LLC. It is conveniently situated on the eastern side of US Hwy-1, approximately one mile north of the Intersection of US Hwy 1 and SR-A1A. The establIshment will be developed utilizing the remnants of a previously demolished building and the existing boat maintenance facility, aiming to provide comprehensive storage solutions for boats, recreational vehicles. (RVs), and other similar items. The planned enhancements for the site encompass the refurbishment of the existing asphalt pavement, the utilization shell rock base to stabilize the old building footprint, andt the establishment of an on-site stormwater drainage system to ensure water quality anda accommodate thet fulls storage capacity oft the 100-year, 1-day storm event. Additionally, the site  presently incorporates a 2601 linear foot exfiltration trenchy with two inlets.  PROJECTSITE  Image oblained from Google Earth. Figure 1-Location Map 27-28'51.51'N, 80-20'19.61'W  Location Section 33, Township 34S, Range 40E, St. Lucie County, FL  2. EXISTING CONDITIONS 2.1. EXISTING SITE  The subject site encompasses 3p parcels ofl land totaling 5.08 acres of land, situated to the east ofUS Hwy- 1.It benefits from convenient accessibility via three FDOT driveways that connect directly to US Hwy-1. According to historical aerials and public records, the site was originally developed prior to 1992 and    subsequently subdivided in 2009. In 2007, the bullding on the premises was demolished, resulting in the presence oft the existing asphalt pavement and drainage inlets, For a comprehensive understanding oft the existing site conditions, please refer to the provided aerlals and existing conditions maps on Sheet EX-1. The current site drainage involves four sub basins according to the historical dralnage patterns of the original site, Sub-Basin' "A" drains 1.35 acres towards the northeast corner retention area and lowest point on site. This flow causes flooding in that section during significant storm events. Sub-Basin "B" historically drains 1.21 acres to the south draining into two existing inlets connected by exfiltration trench, effectively preventing any flooding during significant storm events. The Sub-Basin "C" drains 0.39 acres westerly into the pervious area on-site, The Sub-Basin "D" drainages the remaining 2.13 acres to three storm inlets, these inlets are not included in this analysis since no changes were madet tot this area.AS Sub-Basin mapi is From the Geotechnical: report provided by Andersen Andre Consulting Engineers, Inc. (AACE). Itwas found that the ground was table was lower then 72 inches from existing grade. This was from hand augers done on 4/12/2022 onsite. These finds are correlated from the USGA Soils Map also estimating the ground water to be deeper then 801 inches. With the average ground elevation fort the site at 30.65ft NVAD and both the estimated water table elevations be deeper the 72 and 80 inches. The estimated control elevation was set  2.2. EXISTING SITE DRAINAGE  provided in Appendix D. 2.3. CONTROL ELEVATION  as 23.17fNVAD. 3. PROPOSED CONDITIONS 3.1. PROJECT DESCRIPTION  The proposed improvements for the site will be to stabilize the old building footprint with an impervious section consisting of 8" shell rock base (LBR 100); and 12-stablized-s subgrade- (LBR-40) to allow- for boat/RV storage, an on-site stormwater drainage area to treat water quality in the northeast corner, and perimeter fencing and landscaping. The water quality treatment volume will be mitigated by the retention area int the East and the exfiltration trench ini the middle of the site. See the proposed site plan, on Sheet Table 1 shows a breakdown of the proposed land use compared to the existing land use for the site. The drainage features of the area outside oft the stormwater management area will not be alteredi from existing conditions. This is why the table below 3.83 acres in total compared. to the overall 5.08 acres, The pond  S-1, fort the layout of the future site. 3.2. LAND USE  bottom for the proposed retention area is at elevation 27.0fh-NAVD.  Table 1-1 Land Use Summary Land Use Summary  Land: Use;  Pre-Dev (ac) 0.56 0.67 2.60 0.00 3.83  Post-Dev Difference (ac)3 0.74 0.00 2,42 0.67 3:83  (ac) 0.18 (-)0.67 (-)0.18 0.67  Open-Space Old Building Space Existing Asphalt Shell Rock Base Parcel Total    3.3. WATER QUALITY  Water quality storage is provided fort the sitel based on the greater of1 1 inch of rainfall over the project area or the total runoff of 2.5 inches times the percent impervious. Net impervious area was assumed to be inclusive of the existing pavement area, the gravel storage area, and the open space, The required 0.32 ac-ft of storage will be provided in the proposed retention pond based on the 1-ich over project area.  Calculations are provided in Appendix C. 3.4. STORMWATER RUNOFF VOLUME storms were analyzed.  The proposed site conditions have a net neutral generation of stormwater runoff. The following design  Ther minimum road crown elevation will be above the 5-yr/1-day.  The 100-year 11 1-day storm was used to review pre VS. post discharge and used for the retention  recovery analysis.  Table 1- Pre Vs. Post Runoff Volume Summary  Runoff Volume (ac-ft) 1,45 3.11 3.36  Design Storm Pre-Development Post-Development Difference  (ac-ft) 1,45 3.11 3.36  (ac-ft) 0.00 0.00 0.00  5-yr/1-day 25-yr/3-day 100-yr/1-day  Proposed stormwater calculations are provided in Appendix C.  3.5. STORMWATER DESIGN ELEVATION  The proposed dry retention. area is sized to contain the required water quality volume for the site. The storage area will be set at or above the peak stage from the 100-year/1-day storm event. The existing roadway/parking, area are set above the 5-year/1-day, Table 2 below provides a summary of the design  stage fort this project. Proposed stormwater calculations are provided in Appendix C.  Table 2- Design Elevation Summary Design Elevations (FÈNAVD) 29.43 30.41 31.35  Design Storm Post-Development Design Elev Category  (ftN NAVD) 33.00 33.30 31.40  Water Quality 5-yr/1-day 100-yr/1-day  WQ Road Stored Elevation  Additional project design information is listed as follows:  Rainfal!: The design storm fort this analysis was the 100-year, 24-hour and 5-year, 24-hour rainfall event- was- estimated- to- by-12,0-1 -Inches and- 5.9-1 "nches-perAppendx- G-6 ofSFWMD's Environment  Resource Permit Applicant's Handbook' Volume II.    Outfall: There ist no outfall on site, as the site willi fully contain the runoff upt tot the 100 year/1-day Recovery: The dry retention pond must recover half of Its treatment volume in less than five days. Ina addition, the pond must recover 90% oft the 25-year, 3-day runoff volume (evaluated based on the 100-year, 1-day runoff volume) within 12 days from the cessation oft the storm event. The 50% treatment volume and 90% runoff volume are recovered 0.061 days and 0.16 days, respectively. Ther retention area's recovery. calculations are provided with the post development caiculations in Geotechnical Information: The soils onsite were evaluated by Andersen Andre Consulting Engineers, Inc. The soils were to found tol be ar mixture of poorly graded sands ranging from dark gray tol light brown, with trace amounts of rock fragments found within the Oto 32 inch range. Orange-brown poorly graded sands with at trace amount of clay was found within the 10t072  storm event.  Appendix C.  Inch range, sampling was terminated at 721 inches,    APPENDICES    Appendix A Site Plan    B B4 A  E 44   39  swy 3251 aais 88    Appendix B  Stormwater Calculations - Existing Conditions    GEP GANGRANDE  Pre-Dovelopment! Land Use Caloulations Project Explanation  Project Name: Project#: Englneer: Date:  Stow& Go Storage 22-014 DCC 8/23/2022 Computation Typo: Land Use & Stage-Storage Datum: NAVD Averago Ground Elevatlon (ELgma)- 30.65 ft-NAVD Control Elevation (CE)= 23.17 ft-NAVD  Engineer: Revislon Date: Source: USDA Solll Map  Site Land Use Percentago ofo On-Site Total Areas (SF) Total Areas (A) Bldg. % Bldg. Area (A,) Pervious % Pervlous Area (Ap) Impervlous % Impervious Area (A) Open Water % Open Water Area (Ac.)  Green Space Compacted Existing Exist. Area Exist. Area Total Coquina Asphalt 4 (ac) (ac) (ac) 19,8% 60.1% 0,00% 0.00% 33,837SF 33,041SF 100,333 SF OSF 0,76 2.30 0.00 0,00% 0,00% 0,00% 0.00% 0.00% 0.00 0,00 0.00 100.00% 0,00% 0,00% 0,00% 0.00% 20.14% 0.00 0.00 0,00 0,00% 100,00% 100.00% 0.00% 0.00% 79.88% 0.76 2,30 0,00 0,00% 0.00% 0.00% 0.00% 0.00% 0.00 0,00 0,00  5 (ac) (ac) OSF 167,011SF 0,00 3,83 0,00 0.00 0,00 0.77 0,00 3,06 0,00 0.00  (ac) 20.1% 0.77 0,00% 0,00 0.77 0.00 0,00% 0.00  Land Uses SSa andy WQCalcs8 8-24-2022 Overall  Page2ofis  6/7/2023    CER BANGRAND:  Pre-Development: Stage-Storage Calculations Project Explanation Storage Type: Stage-Volumo Starting Stage- 27.00 Ending Stage= 34.00 Stage Increment= 0.10 Namo Area Start Elev End Elev Stage Feet NAVD 27,00 27.10 27,20 27.30 27.40 27.50 27,80 27,70 27.80 27,90 28,00 28,10 28.20 28.30 28,40 28,50 28.60 28.70 28,80 28,90 29.00 29.10 29,20 29,30 29.40 29,50 29,60 29.70 29,80 29.90 30,00 30.10 30,20 30,30 30.40 30,50  Groen Spaco Compacted Exlsting Coquina Asphalt 0.77 0.76 2.30 28.50 29.07 28.67 32.80 31.61 33.30 Linear Linear Linear Total Storage Slorage Storage Slorage Ac-ft Ac-ft Ac-ft Ac-ft 0,00 0,00 0,00 0,00 0,00 0,00 0.00 0,00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0,00 0,00 0.00 0.00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0.00 0.00 0.00 0,00 0,00 0,00 0,00 0,00 0.00 0.00 0.00 0.00 0.00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0.00 0,00 0,00 0.00 0,00 0.00 0.00 0.00 0,00 0,00 0,00 0,00 0,01 0,01 0,00 0,01 0,02 0,01 0.00 0,03 0,04 0,02 0.00 0.05 0.07 0,03 0,00 0,07 0.10 0,04 0,00 0.10 0.14 0.06 0.01 0,13 0,20 0,07 0,02 0.17 0.26 0,09 0,03 0.21 0,33 0.11 0.04 0,26 0.41 0.13 0.06 0,31 0.50 0,15 0.08 0.37 0.60 0,18 0.10 0,43 0.71 0,20 0.13 0,50 0,83 0,23 0,16 0,57 0,96 0.26 0.19 0,65 1.10 0,29 0,23 0.73 1,25 0.32 0.26 0,82 1,40 0,36 0.31 0.91 1,57  Landl UsesSa andv WQC Calcs8 8-24-2022 Overal!  Page3ofis  67/2023    GEP GIANGEANDE  Pre-Development Stage-Area Calculations ProjectE Explanation Storage Type: Stage-Area Starting Stage= 3,00 Endings Stage= 6,50 Stage Increment= 0.10 Name Area StartE Elev Endi Elev Stage Feet NAVD 3.00 3.10 3.20 3,30 3.40 3.50 3.60 3.70 3,80 3,90 4.00 4.10 4.20 4,30 4.40 4.50 4,60 4.70 4,80 4.90 5,00 5,10 6.20 5.30 5,40 5,50 5.60 5,70 5,80 5,90 6,00 6,10 6.20 6,30 6,40 6.50  Green Space Compacted Existing Coquina Asphalt 0.77 0.76 2.30 28,50 29.07 28.57 32.80 31.61 33,30 Linear Linear Linear Total Area Area Area Area Ac Ac Ac Ac 0.00 0.00 0,00 0.00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0.00 0.00 0,00 0,00 0.00 0,00 0,00 0,00 0,00 0,00 0.00 0.00 0,00 0,00 0,00 0,00 0.00 0,00 0.00 0.00 0.00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0.00 0.00 0,00 0,00 0.00 0,00 0.00 0,00 0,00 0.00 0,00 0,00 0.00 0,00 0,00 0.00 0,00 0,00 0,00 0.00 0.00 0,00 0.00 0.00 0,00 0,00 0.00 0,00 0.00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0.00 0,00 0.00 0.00 0.00 0,00 0,00 0,00 0.00 0,00 0,00 0.00 0.00 0,00 0.00 0,00 0.00 0,00 0.00 0,00 0,00 0,00 0.00 0.00 0,00 0,00 0,00 0.00 0.00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0,00 0,00 0.00 0.00 0,00 0,00 0.00 0,00 0.00 0.00 0,00 0.00 0,00 0.00 0,00 0.00 0.00 0.00  Landu Uses SSa andv WQ Calcs8 8-24-20220 Overali  Page4of15  6/7/2023    SE GANGEANDE  PRE-Development Stormwater Calculations  Project Explanation  Revised: Engineer: DCC Date: 8/23/2022  Project: Stow & Go Storage Project #: 22-014  Land Use Table 0.00 0.00  Use  Imp.(ac) Bldg. (ac) Pervious (ac) Total (ac)  Basin: = 3.06 TOTAL=L 3.06  0.77 0.77  3.83 3.83  Find Curve Number:  Avg. Pervlous Ground El. = 30.65 Control Elev, = 23.17 Distance to Water Table: =L 7.48  Soil Storage Table  Depth to Coastal Flatwoods Depression W.T.() Storage (in) Storage (In) Storage (In)  0.0 1.0 1.5 2.0 2.5 3.0 3.5 4.0  0.0 0.6 1.6 2.5 4,6 6.6 8.8 10.9  0.0 0.6 1.6 2.5 4.0 5.4 7.2 9.0  0.0 0.6 1.4 2.1 3.3 4.4 5.6 6.8  Find the basin's soil classification and Input below as' "Soll Storage" using the above "Depth to W.T.".  Soll Type: = Flatwoods  Max, Available Soil Storage (Smax)- 9.00 inches Compaction Factor (Foompa) = 25% Compacted Soil Storage (Scompac) = 6,75 inches (Smax/(Fompae) Available Soll Storage (Sayal)- 1.36 inches Curve Number (CN) = 88  (Use 25% for developed site) (Ap/(Spompa/(A) 1000/(Sayar+10)  Notes:  1. Soll Storage Table taken from Section 5.7.4.2 oft the SFWMD ERP. Applicant's Hlandbook Volume II. 2, Curve Number determination based on method presented In USDAI NRCS Technical Release 55 (TR-55)  "Urban Hydrology for Small Watersheds".  Land Use SS and WQ Calcs 8-24-2022 Overall  Page5of15  6/1/2023    Appendix C  Stormwater Calculations - Proposed Conditions    GEP GANGRANDE  Post-Development! Land Use Calculations Project Explanation Stow & Go Storage 22-014 DCC 8/23/2022 Computation' Type: Land Use & Stage-Storage Datum: NAVD Average Ground Elevation (ELgma)= 30,65 ft-NAVD Control Elevation (CE)= 23.17 ft-NAVD  Project! Name: Project #: Engineer: Date:  Engineer: Revision Date;  Source: USDA Soli Map  Site Land Use  Compacted Existing Retention Exist. Area Total 19,8% 60.1% 2.68% 0.00% 0,00% 0.00% 0.00% 0,00% 0.00%  Open Space Coqulna Asphalt Pond  5 (ac) 0,00 0.00 0.00 0.00 0.00  Bottom (ac) 0.10 0.00 0.10 0.00 0.00  (ac) 17,5% 0.67 0,00% 0.00 0.67 0,00 0.00% 0,00  (ac) 0.76 0.00 0.00 0.76 0.00  (ac) 2.30 0.00 0.00 2,30 0.00  (ac) 3.83 0,00 0.77 3.06 0,00  Percentage of On-Site Total Areas (SF) Total Areas (A) Bldg. % Bldg. Area (A,) Pervious % Pervious Area (Ap) Impervious % Impervious Area (A;) Open Water9 % Open WaterA Area (Ac.)  29,1 159SF 33,041 SF 100,333SF 4,478SF OSF 167,011 SF 100,00% 0,00% 0.00% 100,00% 0.00% 20.14% 0.00% 100,00% 100,00% 0.00% 0.00% 79.86%  0.00% 0.00% 0.00% 0.00% 0,00%  Land Uses SS: andyV WQCalos8 8-24-2022 Overall  Page6of15  6/1/2023    CET SANGANDE  Post-Development Stage-Storage Calculations ProjectE Explanation  Storage Type: Stage-Volume Starting Stagem 25,00 Ending Stagos = 32.60 Stagol Increment 0.10 Name Area StartE Elev End Elev Stage Feet NAVD 25.00 25,10 25,20 25.30 25.40 25,50 25,60 25.70 25.80 25.90 26.00 26.10 26.20 26.30 26,40 26,50 26,60 26.70 26,80 26,90 27.00 27,10 27.20 27,30 27.40 27.50 27,60 27,70 27.80 27.90 28,00 28,10 28,20 28,30 28.40 28,60  Compacted Existing Retention Exist, Exist. Area Open Space Coquina Asphalt Pond Area8 9 28,50 29,07 28.57 27.00 0.00 0.00 LInear LInear Linear Linear Vert Vert Total Storage Storage Storage Storage Storage Storage Storage  0.67 33.00 Ac-ft 0,00 0,00 0.00 0.00 0.00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0.00 0,00 0.00 0.00 0.00 0,00 0,00 0.00 0,00 0.00 0.00 0.00  0.76 2.30 32,50 33.00 Ac-ft Ac-ft 0,00 0.00 0,00 0,00 0.00 0.00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0,00 0.00 0,00 0.00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0,00 0,00 0.00 0,00 0.00 0,00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0.00 0,00 0.00 0,00 0.00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0.00 0,00 0.00 0,00 0,00 0.00 0,00 0,00 0.00 0,00  0.10 0.00 0.00 33.00 0.00 0.00 Ac-ft Ac-ft Ao-ft Ao-ft 0.00 0,00 0,00 0,00 0.00 0,00 0,00 0.00 0,00 0,00 0,00 0,00 0,00 0.00 0.00 0,00 0,00 0.00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0,00 0,00 0,00 0.00 0,00 0.00 0,00 0.00 0,00 0,00 0,00 0.00 0,00 0,00 0.00 0,00 0,00 0.00 0.00 0.00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0,00 0,00 0,00 0.00 0.00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0.00 0.00 0.00 0.00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0.00 0.00 0,00 0.00 0,00 0,00 0,00 0,00 0,00 0,00 0.00 0,00 0.00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0.00 0,00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0,00 0,00 0.00 0,01 0.00 0,00 0,01 0,01 0,00 0,00 0,01 0.01 0,00 0,00 0.01 0,01 0.00 0,00 0.01 0,01 0.00 0.00 0,01 0.01 0,00 0,00 0.01 0.02 0.00 0,00 0,02 0.02 0.00 0,00 0.02  Land UseSSa andv WQC Cales8 8-24-2022 Overall  Page7of15  6/7/2023    GEP BANGHANDE  Post-Dovolopment: Stage-Area Calculations Project Explanation  Storage Type: Stage-Area Starting Stago= 3.00 Ending Stage- 6.50 Stage Increment= 0.10 Name Area Start Elev EndE Elev Stago Feet NAVD 3,00 3,10 3.20 3.30 3.40 3,50 3.60 3.70 3.80 3.90 4.00 4.10 4.20 4.30 4.40 4,50 4.60 4.70 4,80 4.90 5,00 5.10 5.20 5,30 5.40 5.50 5,60 5,70 5.80 5.90 6.00 6.10 6.20 6,30 6,40 6.50  Compacted Existin Retention Opens Space Coquina g Pond 0.76 2,30 0.10 28.50 29.07 28.57 27,00 32.50 33,00 33.00 Linear Linear Linear Linear Total Area Area Area Ac Ac Ac 0,00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0,00 0.00 0.00 0,00 0.00 0.00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0.00 0,00 0.00 0,00 0.00 0,00 0,00 0.00 0.00 0.00 0,00 0.00 0,00 0.00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0,00 0,00 0.00 0.00 0.00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0,00 0.00 0.00 0,00 0,00 0,00 0,00 0.00 0.00 0.00 0.00 0,00 0,00 0.00 0,00 0.00 0.00 0,00 0,00 0,00 0.00 0.00 0.00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0,00 0.00 0.00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0.00 0,00 0,00 0.00 0,00 0.00 0,00 0.00  0,67 33.00 Area Ac 0,00 0.00 0,00 0.00 0.00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0.00 0.00 0.00 0,00 0.00 0,00 0,00 0,00 0,00 0.00 0.00 0,00 0,00 0,00 0,00 0,00 0.00 0.00 0,00 0,00 0.00 0.00 0,00 0.00  Area Ao 0,00 0,00 0,00 0.00 0,00 0,00 0.00 0,00 0,00 0.00 0,00 0,00 0,00 0.00 0.00 0,00 0,00 0.00 0,00 0,00 0.00 0,00 0.00 0.00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0.00 0.00 0.00 0,00 0.00  Landu Uses SS andy WQCalcs8 B-24-2022 Overall  PegoBofis  6/7/2023    GEP GANGEANDE  Post-Development Stormwater Calculations  Project Explanation  Revised: Engineer:. DCC Date: 8/23/2022  Project: Stow & Go Storage Project #: 22-014  Land Use Table 0.00 0.00  Use Basin: =L 3.06 TOTAL=L 3.06  Imp.(ac) Bldg.(ac) Pervious (ac Total (ac)  0.77 0.77  3.83 3.83  Find Curve Number:  Avg. Pervious Ground El. - 30.65 Control Elev.: = 23.17 Distance tol Water Table: = 7.48  Soil Storage Table Depth to Coastal Flatwoods Depression W.T.() Storage (in) Storage (In) Storage (In), 0.0 0.6 1.6 2.5 4.6 6.6 8.8 10.9  0.0 1.0 1.5 2.0 2.5 3.0 3.5 4.0  0.0 0.6 1,6 2.5 4.0 5.4 7.2 9.0  0,0 0,6 1.4 2.1 3,3 4.4 5.6 6,8  Find thel basin's soil classification and input below as' "Soil Storage" using the above' "Depth to W.T.".  Soll Type: = Flatwoods  Max. Available Soil Storage (Smax): 9.00 inches Compaction Factor (Foompaa) 25% Curve Number (CN):  (Use 25% for developed site) 1000/(S.var10)  Compacted Soil Storage (Scompact) = 6.75 inches (Smax/(Fompaa) Available Soil Storage (Sava) = 1.36 Inches (ApXSumpal/IAJ  85  Notes:  1, Soil Storage Table takenf from Section 5.7.4.2 of the SFWMD ERP Applicants Handbook Volume II. 2. Curve Number determination based on method, presented in USDA NRCS Technical Release 55 (TR-55)  "Urban Hydrology for Small Watersheds".  Land Use SS andy WQ Calcs 8-24-2022 Overall  Page 9of15  6/7/2023    GEP BIANGRANDE  Post-Development Water Quality Calculations  Revised: Engineer: DCC Date: 23-Aug-22  Project: Stow & Go Storage Project #: 22-014  1-inch Over the Project. Area (Treated Volume) 1-inch  1-ft/12-in  3,83 PROJECT/ AREA  0.32 Jac-ft TREATED VOLUME  2.5-inches Times the Percent Impervious (Site Area) 3.83 ( 0.00 AREA PROJECT (AC) LAKES (AC)  0.00 ROOFS (AC) 0.77 (AC)  3,83 ac SITE AREA 3.06 ac IMPERVIOUS AREA 79.86% 2.00 INCHES TOE BE TREATED 0.64 Jac-ft TREATED VOLUME  (Impervious/ Area) (%lr Impervious) (2.5-n* *%1 Imp.) (Treated Volume). 2.00  3,83 SITE AREA PERVIOUS AREA (AC) IMPERVIOUS AREA' *100% SITE AREA (AC) 2.5-inches * 79.86% 1-ft/12-in  n  PERCENT IMPERVIOUS 3.83 PROJECT AREA- LAKES (AC)  TREATED (IN)  Required Wet Detention  0.64 ac-ft 0.48 ac-ft 0.32 ac-ft 0.32 Jac-ft No 0:32ac-t  Required Dry Detention (75% of Wet Detention) Required Retention (50% of Wet Detention)  Treatment System Type Retention Treatment Volume Required Direct Discharge to OFW? Total Treatment Volume Required  Water Quality Elevation (ELwg) 29:43 NAVD-  Land Use SS and WQ Calcs 8-24-2022 Overall  Page 100 of15  6/7/2023    GET SANGRANDE  EXFILTRATION TRENCHI DESIGN  Project: Stow & Go Storage Project #: 22-014  Engineer: DCC Date: 8/23/2022  Water Quality Volume = 0.32 Ac-ft  (Dry System) (Wet System) 3.83 Ac-In 3.00 ft 6.55E-04 cfs/ff-ft.head 6.65 ft 3.00 ft 0.00 ft 111ft (Dry System) (Wet System) 260 ft 3.00 ft 6.55E-04 6.65f ft 3.00 ft 0.00f ft 8.99 Ac-in 0.749 Ac-ft 30.15 NAVD 29.35 NAVD  L= KWWAZHPADZHDHI3FICYWD) K2'/D,D,-2"WD)*(138-107WD.)  V  Volume Treated w Trench' Width K Hydraulic Conductivity* H2 Depth to Water Table Du Non Saturated' Trench Depth Ps Saturated" Trench Depth (feet) Length of Trench Required  V=L APWA2NDA,23PI07VPO, VeLIR2DAD,42HD)H03PCWD, Length of Trench Provided Trench Width Hydraulic Conductivity cfs/t"2-tt.head) H2 Deptht to Water Table Du Non Saturated" Trench Depth D; Saturated" Trench Depth Volume Treated  Top ofWeir  Paving and Backfill  Ha  DJ 1D.J  Pipe Coarse Rock wI  Pipe Invert V 23.50 NAVD 26.35 NAVD  27.85 NAVD  Hydraullc Conductivity based onA AACE Geotechnical Investigation, file No. 22-245  Land Use SS and' WQ Calcs 8-24-2022 Overall  Page 11 of15  6/7/2023    Estimated Required Attenuation Project Explanation  GANGRANDE  Revised: Engineer: DCC Date: 8/23/2022  Project: Stow & Go Storage Project #: 22-014  Pre-Developed Runoff SYear-1Day Area, A( (ac)=3 3.83 Soils Storage, S (inches): = 1.36 Curvel Number, CN = 1000/(S+10)  =8 88  5Y Year- -1I Day Rainfall, P( (inches) = 5.9  (From Figure C-8 SFWMD ERP Applicant's Handbook Volume II  Depth ofl Runoff, Q (inches) = (P- 0.2S)/P+0.85) Volume, V(AC-FI)-A*Q  =4.53 =1,45  Post Developed Runoff  5Year- 1Day. Area, A (ac)- =3.83 Soil Storage, S( (inches) = 1.36 Curvel Number, CN = 1000/(S-+10)=  85  55 Year- 11 Day Rainfall, P (inches) = 5.9  (From Figure C-8 SFWMD: ERP Applicant's Handbook Volume II  Deptho of Runoff, Q (inches) = (P- 0.25)/P+0.85) Volume, V(AC-FI)-A*Q 5Y-1D Elevation  =4,53 =1.45 30.41  NAVD  Land Use SS andi WQ Calcs 8-24-2022 Overall  Page 12 of15  6/7/2023    GEP GIANGRANDE  Estimated Required Attenuation Project Explanation  Revised: Engineer:. DCC Date: 8/23/2022  Project: Stow & Go Storage Project #: 22-014  Pre-Developed Runoff 100 Year-1Day. Arca, A( (ac)= 3,83 Soil Storage, S( (inches) = 1.36 Curvel Number, CN= = 1000/(S-+10)  = 88  100 Year- 11 Day Rainfall, P(inches)- = 12  (From) Figure C-8 SFWMD ERP Applicant's Handbook Volume I  Depth ofRunoff, Q( (inches) = P-0,25)P+0.85) Volume, V(AC-FI)-A*Q  = 10.51 =3.36  Post Developed Runoff 100 Year-1Day Area, A (ac)= 3.83 Soil Storage, S( (inches) = 1.36 Curve Number, CN= 1000/(S-+10)=  31  85  100 Year- 1 Day Rainfall, P.(inches)- = 12  (From) Figure C-8 SFWMDI ERP. Applicant's Handbook Volume II  Depth of Runoff, Q( (inches) = (P-0.25)(P+0.85) Volume, V(AC-FT)-A*Q 100Y-1D Elevation  = 10,51 =3.36 31.35  NAVD  Landl Use SS6 and! WQ Calcs 8-24-2022 Overall  Page 13 of15  6/7/2023    Pond Recovery Calculations  Methodologyf for Estimating Vertical Unsaturated! Flow- Modifled Green andA Amptl Infiltration Methodolagy forE EetimatingLateral Saturated Flow- Andreyev andV Wiseman (1989)  Project: Stow & Go Storage Projoct # 22-014  Englneer: DCC Date:_ 6/5/2023  Project Area= 3.83 acres %I Impervious = 79.86% Off-site) Drainage Area- = Pond Bottom) Elevation = 27.00 FT-NAVD Wet Season Water Table- - 23.17 FT-NAVD Impervious Layer Elevation- = 0.00 FT-NAVD 100y/ld Storage Volume = 3.358 Rc-Rt 90%0 of 100y/ld Storage Volume= 3.022 ac-ft 50% of1 100y/ld Storage" Treatment' Volume= 1.679 ao-ft  0 acres  146,271 R 131,644 A 73,136 f 0.3 2 56.59 filday 4356,0 A?  atEL  31.25FT-NAVD atEL 31,261 FT-NAVD atEL 31.26 FT-NAVD  Fillablep porosity (= Factor ofSafety (FS)= Hydraulic Conductivity (K)= 6.55E-04 dfs/f-ft.head Pond Bottom. Arca (Aw)= 0.10 acres  Assume arect. Pond L= 350.0ft W= 17.5f  Timet tol Recover HalrofTrentment) Volume:  Height of water above! pond bottom (h,)- 4.26 ft Height ofp pond bottom above WSWT (h)= 3.831 ft Heighto ofv water reqdt tos saturates soil (h.)= 1.149ft Unsaturated' Vol. (V)=A Aph,f- 5,005 f IsTreatment Volume: s V.?1 NO  Ish,sh,?N NO  Ifeither oft the above answers is YES, theni infiltrationi is entirely under vertical unsaturated flow, otherwise ita alsoi is under saturated lateral flow Unsaturated: K=2/3*K= 37.73 ft/day Infiltrationl Rate Q)-K2- 18,86 f/day  Vertical Unsaturated Flow  time tos saturation (ta)- 0.061 days <50 days, so OK    Time tol Recover 90% ofVolume:  Height ofv waters above pond bottom (h,)= 4.26ft Height ofp pond! bottom above WSWT (ha)= 3.83 Heighto ofv water reqdt tos saturate soil (h.)= 1.149 ft Unsaturated" Vol. (V.)=Aph,f- 5,005 P ITreatment Volume: SV,? NO  Ish,sh,?N NO  Ife either ofthea above answers is YES, theni infiltration is entirely under vertical unsaturated: flow, otherwise ite alsoi ist under saturated1 lateralf flow Unsaturated: K= =2/3*K= 37.73 f/day Infiltration) Rate (a)=K K/2= 18.861 f/day time tos saturation (Ma)= 0.061 days Remaining' Volume = 126,639 A  Vertical Unsaturated! Flow  2.907 ac-ft  atEL 31.201 FT-NAVD (att-lolab! h,-h)  Saturated Lateral Flow  Heighto ofs water above WSWT at time t(h,)= 3.83R Height abovep pond bottom for remaining vol. (h,)= 4.20f  Hy=hi+h- 8.03 ft Fy-h,/Hy= 0.48 L:W: ratios =L/W= 20.00 therefore, Rx- 0.75 t-W/4*K-D*E,- 0.10 days  Initial saturated thickness oft aquifer (H)= 23.17ft Avgs saturated thickness ofa aquifer (D)=H-h2- 25.09f ft  taal-ta+t-! 0.16 days <12days, so OK  Notes:  I.I Impervious layer elevation assumed from USGS Water] ResourcesI Investigations Report 03-4242 2. Fillable porosity () assumed basedo ont typioal value fors sandy soils Fx from! Dimensionless Curves) Relating Basinl Design! Parameters to Basin Waterl Level inal Rectangular 3. Basin over an Unconfined. Aquifer (F-0.3) (Source: Andreyev and' Wiscman, 1989)    Appendix D Sub-Basin Map    bBas 1.19AC.  Sub-BasinB 1.16AC.  Basin 1.06AC.  SUB-BASIN A=1.19AC. B=1.16.AC. C=0.42AC. D=1.06AC. 3.83AC.  REV 12/12/23    Appendix E Geotechnical Report  (Provided by: Andersen. Andre Consulting Engineers, Inc.)    ANDERSEN ANDRE CONSULTING ENGINEERS, INC.  AACE File No.22-245 August7,2022  Geatechnical, Engincering Construction Materials Testing AACE Environmental Consulting Giangrande Engineering & Planning, Inc. 22081 SE Ocean Bouievad, Suité 1A Stuart, FL34996 Attention: Mr. Dylan O'Berry, P.E. SUMMARY REPORT GEOTECHNICAL ENGINEERING CONSULTING STOW & Go I 2500 NORTH US HIGHWAY ONE FORT PIERCE, ST. LUCIE COUNTY, FLORIDA  INTRODUCTION  In accordance with your. request and authorization, Andersen Andre Consulting Engineers, Inc. (AACE) has completed thé scope ofworkoutlinedi in our Proposal No.P22-2272 (dated04/12/22).  This report documents our field work and presents our findings.  PROJECT UNDERSTANDING  The: subject site isl located at 2500 North US Highway One in Fort Pierce, St. Lucie County, Florida. Basedo onourreview oftheprowdedpnpectrelatedinformation, weunderstandthatit: is proposed to improve the site for the purpose of constructing a boat storage yard. We further understand  that no Geotechnical Engineering services are being requested.  FIELD EXPLORATION PROGRAM Field Exploration Program  To explore the site conditions, the following requested exploration program was completed:  Field Work Type Pavement Core and Auger Boring (PC-#) Soil Hydraulic Conductivity' Test (EX-#). ERPIM)  Standard #ofBorings/Tests Depth Below Grade [feet)  Location Below See See Below  ASTM D1452 SFWMP  1 2  4 6  (1)SFWMD! Environmental Resource Permit Information Manual  834 Swan. Avenue, Port St. Lucie, Florida 34983 Ph: 772-807-9191 Fx: 772-807-9192 www.aaceinc.com    STOW & Go 2500 NORTH USH HIGHWAY ONE AACE File No. 22-245  Page -2-  Ourffeldexploration, programwas completedA August5,2022. The: ounifehortbatonswee determinedinthefield! byourfield crewusingtheprovided: schematic, aerlalphotographs, existing site features, and tape/wheel measurements. The locations! should be considered accurate only  tot the degree implied by the method of measurement used.  FINDINGS  Soil Hydraulic Conductivity Tests  The soil hydraulic conductivity (exfiltration) tests were performed in accordance with methods described in the South Floridal Wateri Management District (SFWMD) Permitinformation Manual.  Ins summary, the exfiltration tests yielded the following results:  EX-1;K=7.4x10 cfs/ft2-ft. head EX-2;K=5.7x10" cfs/ft-ft. head The exfiltration test reports are attached hereto.  Pavement Core  The pavementcoring was performed using a 4-inch diameter core barrelandal hand (bucket) auger so asto determine the thicknesses of the various elements in the existing pavement section (i.e. asphaltic wearing surface, base course and: subgrade solls) to a depth of 41 feet below the asphalt surface. Following the coring and hand augering, the borehole was backfilled with accumulated soil cuttings and the core hole was filled with asphaltic "cold-patch" material. Inb brief, the pavement core (PC-1)encountered: 1941 inches of asphaltover 8%1 inches ofl lightbrown coquina rock, in turn followed by light brown fine sand (AASHTO'A-3') to a depth of 41 feet below grade. A photograph oft the recovered asphalt core is presented below,    STOW & Go 2500 NORTH US HIGHWAY ONE AACE File No. 22-245  Page -3-  CLOSURE  We are pleased to be of assistance to you on this phase of your project. When we may be of  further service to you or should you have any questions, please contact us.  Sincerely,  ANDERSEN ANDRE CONSULTING ENGINEERS, INC.  R Peter G. Andersen, P.E. Principal Engineer Fla. Reg. No. 57956  This report has been digitally signed! by Peter G. Andersen, P.E. on the date adjacent tot thes seal. Printed copies oft this document are not considered signed and: sealed andt thes signature must be verified  on any electronic copies.  ANDERSEN ANDRE CONSULTING ENGINEERS, INC,  WWW.AACENC.COM    so    jo    Richard Neill From: Sent: To: Cc: Subject: Attachments: Paulette,  Richard Neill Sunday, May 12, 20241 1:42 PM David Whitney Order Lounibos).pdf  Paulette Burgess; Carl Peterson; Leon Ghougasian RE: Code and Permit Request- - 3001 N Indian River Dr  Sorry to be slow. Not aware of any problem; but, the property is subject to a variance,  attached.  In this case, Idon'tthink that's responsive to the questions asked soldon'tthink that you  have to address that; but, 1 thought I'd mention iti for our info.  Richard  From: Paulette Burgess pauette.Durgessestuceviagen.gov2 Sent: Thursday, May 9,20245:50PM Richard Neill richard.mell@stluclevllagerl.gov> Subject: Re: Code and Permit Request- - 3001 NI Indian River Dr  To: Carl Peterson car.peterson@stuccievilagetr.gove; Leon Ghougasian eongrougasanestucevilagengov;  Good afternoon. Did anyone receive this? Thanks. Paulette  Get Outlook for Android  From: Paulette Burgess pauete.burgessestucevlaper.gov Sent:' Wednesday, May 8, 20242:52:47F PM Richard Neill richard.nell@stluctstlucleVllagerl.gov> Subject: Fwd: Code and Permit Request 3001 N Indian River Dr Please see attached for your review.  To: Carl Peterson car.peterson@stuceviaget.gov; Leon Ghougasian eonghougasanestucevlaget.gov;  Paulette  Get Outlook for Android    From: Lien Research lenresearch2@exactaland.com> Sent: Wednesday, May 8, 202412:54:19PM To: Paulette Burgess pauette.Durgessestucevlpgetgo Subject: Code and Permit Request 3001 NI Indian River Dr  Hello,  Please find the attached formi for code & permit request.  Thank you,  Exacta Land Surveyors LLC Office: 877-704-3106 www.exactaland.com  EXACTA Email: :L Lienresearch2exactaland.com  Fast- Easy Reliable  ***PLEASE NOTE: Our reports provide unrecorded. information for a requested property. Should your property have a recorded lien or cross encumbrance due to a recorded lien on a related property please reach out to us so that we can provide you with the most accurate information. Not all municipalities provide information on RECORDED or CROSS ENCUMBERED debt. Because we do not perform title searches we do not search for recorded liens unless notified byt the requesting client.  2    Richard Neill From: Sent: To: Cc: Subject:  Richard Neill  Thursday, May 2, 2024 8:53 AM Carl Peterson; William Thiess RE: 2509 LIGHTLEWOOD LN  Paulette Burgess; David Whitney; Leon Ghougasian  Ididn'tg get the attachments, but I've checked the property. Idon't know of any issue. Paulette, once everyone has responded, we should have a canned response that states that there are no liens, no code enforcement proceedings, and no known code/building code  violations. We shouldn'tsay that there are noviolations. Ifthey ask about utilities, refer them to FPUA.  Richard  From: Carl Peterson car.peterson@stlucevilager.gov> Sent: Wednesday, May 1, 20247:30PM To: William Thiess willam.thessestlucevlager.gov2 Subject: Re: 2509 LIGHTLEWOOD LN  Cc: Richard Neill richard.nell@stluclevllager.gov; Paulette Burgess paulette.burgessestiucevilagengovp  Richard,  Let me know ify you have anything and Iwill reply.  On May 1, 2024, at 6:30 PM, William Thiess willam.thess@stluceviaget.gov> wrote:  Carl and Richard, you agree. Bill  There are no code, permit etc. violations thatlam aware of. Ican handle utilities and "NAs"if  From: Carl Peterson car.peterson@stucevilaget.gov> Sent: Wednesday, May 1, 20245:51PM To: Paulette Burgess paulette.burgesestlucevliapet.gope Cc: William Thiess wllam.tnessostuclevlager.gov> Subject: Re:: 2509 LIGHTLEWOODL LN This needs to be toi include Richard  1    Senti from my iPhone  On May 1, 2024, at 4:55 PM, Paulette Burgess paulette.Durgesscstucievilagerl.gov wrote:  Please let me knowifin need to provide anyi information.  Best Regards, Paulette  From: Vanessa Cecilio <vanessa.cecllo@grsfl.com> Sent: Wednesday, May 1, 20244:50PM To: Paulette Burgess pauette.bugessestucevlipget.go Subject: 2509 LIGHTLEWOODLN  Best Regards, <image001.pg> simage002.pg2  Vanessa Cecilio Lien & Estoppel Research Specialist I Quality Research Services, Corp. Phone (Direct Line): (954) 656-1593 |Office Phone: (954) 440-1860 Fax: (954)372-4597]  12530 WA Atlantic Blvd] |Coral Springs, FL: 330711  <Letter to Saint Lucie Village - Permit.docx> <Letter to Saint Lucie Village - Code.docx>  Regards Carl Peterson BCA, FPM Building Official 772-528-2777  Car.peterson@stluclevllagef.goVy  Per F.S. 668.6076 Under Florida law, e-mail addresses are public records.Ify you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by  phone.  2