CITY OF ARCHER  ARCHER  Mayor: Iris Bailey Vice-Mayor: Kathy Penny Commissioners: Fletcher Hope, Joan White, Marilyn Green Interim City Manager: Deanna Alltop December 9, 2024  6:00 P.M.  JUNIOR CITY COMMISSION MEETING  ARCHER CITY HALL  Swearing-In Ceremony of Junior City Commissioners  City Attorney JCC Mayor Brandon Boyles Commissioner Anna Outcalt Vice Mayor Keyla Aguirre Perez  CALL TO ORDER PRAYER PLEDGE OF ALLEGIANCE I. New Business  A. Introducing Our Junior City Commission Mayor Brandon Boyles Vice Mayor Keyla Aguirre Perez Commissioner Alexander Castillo Commissioner Nolan Demetriou Commissioner Anna Outcalt Commissioner Janiyah Satcher B. School News Mrs. Hartwell Mrs. Graham Ms. Sams Deputy Nystrom Mrs. Heitzler Mr. Cooper  Commissioner Alexander Castillo Commissioner Nolan Demetriou Vice Mayor Keyla Aguirre Perez Commissioner Janiyah Satcher Mayor Brandon Boyles Commissioner Anna Outcalt Vice Mayor Keyla Aguirre Perez Commissioner Janiyah Satcher Mayor Brandon Boyles Commissioner Anna Outcalt Commissioner Nolan Demetriou Commissioner Alexander Castillo  New Teacher and Support Staff at Archer  D.1 Teacher of the Year and Employee of the Year  II. Other business III.. Citizens Comments IV. Motion to Adjourn  16870 SW 134TH AVE., P.O. BOX39-ARCHER, FLORIDA 32618-0039  Tel: (352)495-2880  Fax (352)495-2445    6:30 P.M.  CITY COMMISSION MEETING  ARCHER CITY HALL  CALLTO ORDER PRAYER PLEDGE OF ALLEGIANCE ADOPTION OF AGENDA . Consent Agenda  ADDITIONS OR DELETIONS TO1 THE. AGENDA  Agenda Item 1: Approve minutes from November 12, 2024, City Commission Meeting Agenda Item 2: Approve minutes from November 25, 2024, City Commission Meeting Agenda Item 4: CivicPlus Municode Codification & Supplementation Services, Annual Billing  Agenda Item 3: Approve bill payments as presented  Agreement  II. Guest  Agenda Item 1: Rebecca Smith, Oak View Middle School Volleyball Team Banquet Fee Waiver Agenda Item 2: St. Phillips Lodge #55, Annual Christmas Toy Drive, Fee Waiver Request for  Request for December 20, 2024, 4-9pm, Archer Community Center  December 14, 2024, Wilson Robinson Park*  II. Public Announcements  IV. Public Comment  As part ofthe Commission 's public outreach, we. invite. Archer residents and the members of the public to share their thoughts, suggestions, and concerns at designated. times during Commission meetings. Each person is allotted the maximum time of three (3) minutes to ensure everyone has an opportunity to be heard and  responded. to, we ask that you adhere to thej following guidelines: Please state your full name (or first name if you prefer) Commission can accurately respond to your request.  Please state your question, comment, or concern in as few words as possible.  Please try to make it clear what information you want or what problem you want solved sO that the Please be courteous to others and refrain from using language that would be considered insulting,  offensive, or insensitive. Thank you for. your cooperation. The Commission is here to. serve. you.  16870 SW 134TH AVE., P.O. BOX39-4 ARCHER, FLORIDA 32618-0039  Tel: (352)495-2880  Fax (352)495-2445    V. Planning Calendar  A. Charter Committee Review Meeting on Thursday, December 12, 2024, at 6pm, City Hall B. St.) Phillips Lodge #55, Annual Toy Drive on Saturday, December 14, 2024, 1lam-2pm, Wilson C. City Commission Meeting on Monday, December 23, 2024, at 6pm, City Hall D. City Hall Closed on Wednesday, December 25, 2024, in Observation of Christmas Holiday E. City Hall Closed on Wednesday, December 31, 2024, in Observation ofl New Years Holiday F. City Commission Meeting on Monday, January 13, 2025, at 6pm City Hall  Robinson Park  VI. Old Business  Agenda Item 1: Update on Holly Hills Community Center Agenda Item 2: Updated City Manager Job Description*  Agenda Item 3: CSX Surplus for Sale  VII. New Business  Agenda Item 1: Resolution No. 2024-31, Conditional Use Permit-CUP 24-02, by eda Consultants, Inc. as an agent for Universe Transportation, LLC for Parking ofVehicles Outside of] Enclosed Structures Agenda Item 2: Resolution No 2024-32, Electing to Use the Uniform Method of Collecting Non-Ad Agenda Item 3: Resolution Number 2024-33, Approving Emergency Purchases Related to State of  within a Commercial (C-2) Zoning District Valorem Special Assessments  Financial Emergency Including Accounting and Planning Services  VIII. Reports, Correspondence, Communication  No reports  IX. City Managers Report X. Attorney Report XI. Commissioners Report  16870 SW 134TH AVE., P.O. BOX39. - ARCHER, FLORIDA 32618-0039  Tel: (352)495-2880  Fax (352)495-2445    XII. Public Comment Period  As part oft the Commission 's public outreach, we invite. Archer residents and the members oft the public to share their thoughts, suggestions, and concerns at designated times during Commission meetings. Each person is allotted the maximum time oft three (3) minutes to ensure everyone has an opportunity to be heard and  responded to, we ask that you adhere to thej following guidelines: Please state your full name (or first name if you prefer) Commission can accurately respond to your request.  Please state your question, comment, or concern in as few words as possible.  Please try to make it clear what information you want or what problem you want solved SO that the Please be courteous of others and refrain from using language that would be considered insulting,  offensive, or insensitive. Thank youj for your cooperation. The Commission is here to. serve you.  XIII. Adjournment  16870 SW 134TH AVE., P.O. BOX39- - ARCHER, FLORIDA 32618-0039  Tel: (352)495-2880  Fax (352)495-2445    CITY OF ARCHER  ARCHER  I.  Consent Agenda  Agenda Item 1: Approve minutes from November 12, 2024, City Commission Meeting Agenda Item 2: Approve minutes from November 25,2024, City Commission Meeting Agenda Item 4: CivicPlus Municode Codification & Supplémentation Services, Annual  Agenda Item 3: Approve bill payments as presented  Billing Agreement  Staff Recommendation: Approve Agenda Items 1-4.  Approved by City Attorney on: December 4. 2024-CivicPlus  Commissioner Action: Open for Discussion Public Comments Closed for Discussion  Action: Approve/Disapprove Staff Recommendation  16870 SW 134TH AVE., P.O.) BOX39-A ARCHER, FLORIDA 32618-0039  Tel: (352)495-2880  Fax (352)495-2445    CITY OF ARCHER  16870S SW 134th Ave, Archer, Florida 32618-0039 Phone: 352-495-2880 Fax: 352-495-2445 CITYCOMMISSION MEETING MINUTES Tuesday, November 12, 2024, Time: 6:00 PM  MINUTES, WHICH ARE PUBLIC RECORD, ARE NOTES TAKEN TO PROVIDE A SUMMARY MEMORANDUM OF MEETINGS OR HEARINGS AND CONTAIN ALL OFFICIAL ACTIONS TAKEN. MINUTES ARE NOT INTENDED TOI BE A  WORD-FOR-WORD OR VERBATIMTRANSCRIPTION OF THE MEETING.  Call to Order at 6:00pm: Opening Prayer: Leading the Pledge of Allegiance: Quorum Present:  Mayor Iris Bailey Commissioner Fletcher Hope Vice Mayor Kathy Penny Iris Bailey Kathy Penny Joan White Marilyn Green Fletcher Hope  Mayor Vice Mayor Commissioners  Staff: Interim City Manager City Attorney  Deanna Alltop Kiersten Ballou  ADDITIONS OR DELETIONS TO THE AGENDA  Interim City Manager Alltop requested County Commissioner Alford be added after adoption of agenda. Commissioner Hope motioned to adopt the agenda with the addition, seconded by Vice Mayor Penny.  ADOPTION OF AGENDA Public comment: Laurie Costello Motion Carried: 5-0  County Commissioner Alford reported that the Board of County Commissioners discussed ways they can assist The Chair will be sending a letter to the city to make it official. The BoCC requests the city to send a letter with  the city during this challenging time.  what assistance we need. The Commission voted unanimously to assist the city.  MOTION  Commissioner White motioned for Interim City Manager Alltop to write the letter on behalf of the Commission to the BoCC for any assistance we need, seconded by Commissioner Hope.  Public comment: Sharon Williams. Motion Carried: 5-0    I. Consent Agenda  Agenda Item 1: Approve minutes from September 30, 2024, Special City Commission Meeting Agenda Item 2: Approve minutes from October 14, 2024, City Commission Meeting  Agenda Item 3: Public Works Inventory Agenda Item 4: Approve Bill Payments as Presented  Agenda Item 5: Ratify the Interlocal Agreement between Alachua County and the City of Archer for Commissioner White motioned to approve the consent agenda, seconded by Commissioner Hope for  Disaster Debris Removal  the sake of discussion. Motion Carried: 5-0  Public comment: Karen Fiore, Laurie Costello, Roberta Lopez  II. Guest  Agenda Item 1: Services Agreement between City of Archer and Dallas Lee City Attorney Ballou reviewed the agreement, it is temporary, stop gap finance assistance. Dallas Lee introduced himselfto the Commission and public, Dallas works for the City yofNewberry, Commissioner Hope motioned to approve the services agreement; Mayor Bailey passed the gavel Public comment: Karen Fiore, Laurie Costello, Don Hantzsche, Lizzy Jenkins, Roberta Lopez, Linda  he is the assistant City Manager and CFO. to Vice Mayor Penny and seconded the motion. Kasicki, Amy Trask, Bill Lewandowski Motion Carried: 5-0  Agenda Item 2: Kimley-Horn, Project Updates  Nathan Dodge reviewed the status of varies projects they are working on for the city.  Agenda Item 3: Roberta Lopez, Fee Waiver Request for February 22, 2025, Archer Community Center Commissioner White motioned to approve the fee waiver request including use oft the sound system  "A Tour of Our History"  Roberta Lopez reviewed the fee waiver request. Public comment: Patricia Wiggins Motion Carried: 5-0 III. Public. Announcements Parade on November 18th. IV. Public Comment Williams  except the $150 to cover the utilities, seconded by Commissioner Green.  Bill Lewandowski announced that the American Hometown Veteran Assist has an upcoming Bikes on  Laurie Costello, Don Hantzsche, Karen Fiore, Roberta Lopez, Lisset Conde, Bill Lewandowski, Sharon  V. Planning Calendar  A. Charter Review Committee Meeting on Thursday, November 14th at 6pm, City Hall Chambers B. City Hall will be Closed on' Thursday, November 28th in Observation of Thanksgiving Holiday C. City Commission Meeting on Monday, December gth at 6pm, City Hall Chambers  Interim City Manager Alltop reviewed the planning calendar.  2    VI. Old Business  Agenda Item 1: Update on Temporary Moratorium on Land Uses  City Attorney Ballou spoke to Sandra Joseph at North Central Florida Regional Planning Council they will be able to assist with the draft moratorum. The City Commission would be driving the changes by reviewing the Land Development Code for amendments. NCFRPC will draft the changes once completed, they will not be able to make the changes. This is a big task for the City Commission to Commissioner Hope motioned to move with NCFRPC, seconded by Commissioner White. Public comment: Melvin Lauderdale, Ronnie Arnold, Bill Lewandowski. Agenda Item 2: Discussion on Proposed City Manager Jobl Description City Attorney Ballou stated that this is a draft job description.  take on.  Motion Carried: 4-1 (Mayor Bailey dissenting)  Commissioner Hope motioned to consider the job description, seconded by Commissioner Green. By consensus, the Commission wants to add the residency requirement to the job description.  Public comment: Karen Fiore, Laurie Costello Motion Carried: 4-1 (Commissioner Hope dissenting)  Agenda Item 3: Discussion on Proposed City Manager Employment Contract  City Attorney Ballou stated that this item is on the agenda for feedback from the Commission and  citizens. The Contract will come back on future agendas.  Public comment: Karen Fiore  Agenda Item 4: Ratify Former City Manager, Charles Hammond's Termination  City Attorney Ballou reviewed why this is on the agenda, ratify retroactive back to the September 19th Commissioner White motioned to ratify the action taken at the September 19th meeting to terminate the former City Manager, Charles Hammond, seconded by Commissioner Green.  meeting  Public comment: Don Hantzsche, Bill Lewandowski, Bob Kasicki  Motion Carried: 5-0 VII. New Business  Agenda Item 1: City's Financial Status/Updates  The Holly Hills community center/gym project is over budget, due to the city's current finances, staff isr recommended we do not move forward with the project. The deadline to have everything completed is Commissioner Hope motioned to discontinue the project, seconded for discussion by Commissioner Commissioner Hope amended the motion to table until the next meeting, seconded by Commissioner  June 30, 2025. White. White.  Public comment: Karen Fiore, Bill Lewandowski Motion Carried: 4-0 (Commissioner Green away from the Dias) Agenda Item 2: Every Monday Night Meetings  Commissioner Hope stated the meetings would be specific to finançial status. Commissioner Hope motioned for every Monday night meetings  Motion Failed due to no second.  3    Agenda Item 3: Resolution No 2024-27, Amending the City of Archer Rules of Procedure by Temporarily Designating the Fourth Monday of Each Month as an Additional Regular City Commission Commissioner White motioned to approve Resolution No 2024-27, seconded by Vice Mayor Penny.  Meeting  City Attorney Ballou read Resolution No 2024-27 by title only. Public comment: Bill Lewandowski, Roberta Lopez  Motion Carried: 5-0 Banking Services Green.  Agenda Item 4: Resolution Number 2024-28, Approving and Authorizing Additional Signatories for Commissioner White motioned to approve Resolution Number 2024-28, seconded by Commissioner  City Attorney Ballou read Resolution Number 2024-28 by title only. Public comment: Karen Fiore, Sharon Williams, Bill Lewandowski  Motion Carried: 5-0 Interim City Manager  Agenda Item 5: Resolution No 2024-29, Agreement Between the City of Archer and Deanna Alltop for Commissioner White motioned to approve Resolution No 2024-29, salary of$90,000, no vehicle  City Attorney Ballou read Resoltion No 2024-29 by title only. allowance, seconded by Commissioner Green. Public comment: Linda Kasicki, David Sistrand, Laurie Costello  Motion Carried: 5-0  VIII. Reports, Correspondence, Communication  Noi reports  IX. City Managers Report  Public Works activity for the last month.  Assisted with the food give ways at Maddox Park. They are working out really well and the citizens appreciate it. - Fixed water leak at mini storage on Archer Road. - Fixed water leak on SW 137th Ave, changed cut-off valve. -N Met with the County on the location oft the water valves on State Road45 Assisted with having the water tower washed and cleaned out. Currently working on the last mowing of the season.  - Did meter readings. Completed inventory.  Installed pressure reliefvalve at each end oft the city tol help with pressure while tank was being cleaned. We anticipate the first pass of disaster yard debris to be completed by November 22nd. Alachua County is managing this with the contractors and FEMA. Thank you for your patience, we all are Letters have been sent to Governor DeSantis and the Joint Legislative Auditing Committee per Florida Statues for the 941s that were not submitted or paid. Ispoke to the IRS, once they receive the 941s and process them, they will send us a statement oft the total owed including penalties. At that  looking forward to it being picked up.  time, we can start payment arrangements.  4    Tangie Green started back part-time today; everyone is sO happy to have her back at the front desk. Justin Southard has started tol learn the accounting position and is doing fantastic. He managed the Public Works has been operating with three employees for seven plus weeks, they are doing great. The grant for the Holly Hills community center/gym is fast approaching the June 30, 2025, deadline. Iti is with a heavy heart staff recommends we: noti move forward with the project at this time. We are still going through all the items on the accounting desk and getting a handle on what needs to The employees have been flexible in adjusting their work assignments and supporting each other and  front desk for over six weeks. Scott White assisted at the front desk last week.  be taken care of. Iam confident that we will get through this.  myselftoi make sure the city is taken care of.  X. Attorney Report  City Attorney Ballou reached out to Dallas Lee for financial assistance.  Reaching out to CPA firms for permanent solutions. Working on moratorium on land uses.  The Charter Review would normally be a special project, they are not charging the city a fee.  Collaborating with staff on the Holly Hills community center project. Collaborating with staffand Edmunds on ai resolution with the software.  Working with Caleb Perla on the audit and 941s.  XI. Commissioners Report Commissioner Hope  Continues to represent the city as the chair on the NCFPC and executive committee. Attended the Oakview Middle School Veterans day event, it was a well-attended event.  Commissioner Green Nor report Commissioner White  Coordinated the Trunk or Treat on October 31s1, it was a good event.  The new Junior City Commission has been elected and their first meeting will bel held on December gth  Vice Mayor Penny  Attended the YMCA: rockfest event, she paid for her own ticket. Attended the NAACP banquet, she paid for her own ticket.  Attended the Trunk or Treat event. Assisted with the BMECRO clean-up.  MOTION No public comment Motion Carried: 5-0 Mayor Bailey  Commissioner Hope motioned to extend the meeting by 15 minutes, seconded by Vice Mayor Penny.  Attended a meeting with the City ofl Newberry to discuss our wastewater joint project.  Attended the Trunk or Treat event.  5    XII. Public Comment Period  Roberta Lopez, Laurie Costello, Bill Lewandowski,  XIII. Adjournment  Mayor Bailey adjourned the meeting at 10:11pm.  Deanna Alltop, Interim City Manager  Iris Bailey, Mayor    CITY OF ARCHER  16870 SW 134th Ave, Archer, Florida 32618-0039 Phone: 352-495-2880 Fax: 352-495-2445 CITY COMMISSION MEETING MINUTES Monday, November 25, 2024, Time: 6:00 PM  MINUTES, WHICH ARE PUBLIC RECORD, ARE NOTES TAKEN TO PROVIDE A SUMMARY MEMORANDUM OF MEETINGS OR HEARINGS AND CONTAIN ALL OFFICIAL ACTIONS TAKEN. MINUTES ARE NOT INTENDED TO BE A  WORD-FOR-WORDOR VERBATIM TRANSCRIPTION OF THE MEETING.  Call to Order at 6:00pm: Opening Prayer: Leading the Pledge of Allegiance: Quorum Present:  Mayor Iris Bailey Commissioner Fletcher Hope Commissioner Joan White Iris Bailey Kathy Penny Joan White Marilyn Green Fletcher Hope  Mayor Vice Mayor Commissioners  Staff: City Attorney  Interim City Manager Deanna Alltop  Danielle Adams  ADDITIONS OR DELETIONS TO THE. AGENDA  None  ADOPTION OF AGENDA No public comment Motion Carried: 5-0  Commissioner White motioned to adopt the agenda, seconded by Vice Mayor Penny.  I. Guest  Agenda Item 1: Dallas Lee, Financial Update Mr. Lee reviewed his financial update.  II. Public Comment  Bill Lewandowski, Laurie Costello, DeJeon Cain, Rhonda Roberson    III. New Business  Agenda Item 1: Grant Funding Agreement Between Alachua County and the City of Archer No. 14517, Commissioner White motioned to approve the grant funding agreement, seconded by Commissioner  Holly Hills Community Center  Green.  Public comment: Bill Lewandowski, Laurie Costello  Motion Carried: 5-0  Agenda Item 2: Grant Funding Agreement Between Alachua County and the City of Archer No. 14517, Commissioner Hope motioned to approve the grant funding agreement, seconded by Commissioner  Road Resurfacing of SW 143rd Avenue  White. Noj public comment Motion Carried:5-0 Management District Vice Mayor Penny. Public comment: Bill Lewandowski Motion Carried: 5-0  Agenda Item 3: Memorandum of Agreement for Cost Share Assistance, Suwannee River Water City Attorney Ballou recommends we table the item until more information can bej provided. Commissioner Hope motioned to table until Felicity Appel can attend to review the project, seconded by  IV. Public Comment Period  Laurie Costello, Bill Lewandowski, Rhonda Roberson  Caleb Young from St. Phillips Lodge #55 requested use oft the Wilson Robinson Park for their annual Christmas toy drive on December 14h.The Commission requested a rental application to be completed  and it be added to the December gth agenda for a fee waiver request.  By consensus, the Commission requested all the surplus property tol be brought back before them with  details on each one at the January 13th meeting. Mayor Bailey adjourned the meeting at 7:45pm.  V. Adjournment  Deanna Alltop, Interim City Manager  Iris Bailey, Mayor  2    1:55PM 12/05/24  City of Archer General Fund Transaction List by Date October 1through December5,2 2024 Name  Type Oct1-Dec5,24 Bill Bill Bill BiH Bill Bill Bill Bill Bill Bill Bill Bill Bill Bill Bill Payment 10/17/2024 Payment 10/17/2024 Bill Bill Bill Bill Bill Bill Bill Bill Bill Bill Bill Bill Bill Bill Bill Bill Bill Bill Oct1-Dec5,24  Date 10/01/2024 Oct2 24 ACH 10/01/2024 Sept 2024 10/01/2024 ACH Sept 2024 10/01/2024 1StQTRF FY 24/25 10/08/2024 IN681613 10/15/2024 REFUND 10/15/2024 2E-0393/ ACH 10/15/2024 8312-012 10/17/2024 10.17.24A ACH 10/17/2024 OESH21205 10/17/2024 Oct2024 10/17/2024 145103 10/18/2024 95035 10/22/2024 96232 10/24/2024 REFUND 10/24/2024 REFUND 10/24/2024 REFUND 10/24/2024 REFUND 10/25/2024 P51621 10/25/2024 IN685740 10/31/2024 REFUND 10/31/2024 REFUND 10/31/2024 2262742 CC 10/31/2024 2263160 CH 10/31/2024 4962 11/01/2024 Nov2 2024 11/01/2024 56404 11/01/2024 4936 11/07/2024 418858 11/12/2024 07.410326  Num  Memo  Amount  Quadient Finance USA.. ACCT#7 7900044080741154 Kennard Acel Hardware ACCT#1 10102 Duke Energyv was Prog... Combined/ Accounts Floridal Municipal Insur.. 1stQTRFY 24/25 Sissines Shonverea Robinson REFUND CC Rental Fee 11/16/24 Suncom Platinum Chemicals Inc. Wipes Amazon Capital Services SEEATTACHED Sew What Samuel P. Clark BASI Mobile Mower Re... Service PWI Mowers FLI Depto ofE Enviroment. FL Depto ofE Enviroment.. Archer Automotive &Tire Larry Sheena JillE Blackwell Raven! Monroe Sissines Natikal Edwards Frances Nieves Samuel P Clark Lewis Oil Co., Inc.  -805.55 -299.43 -175.00 -5,131.43 -27,135.25 -81.34 -17.50 -562.49 -300.00 -71.16 -442.00 -278.37 -1,888,46 -100,00 -420.30 84,853.75 372,825.00 -139.10 -250,00 -300.00 -300.00 -300.00 -300.00 -521.52 -27.50 -300.00 -300.00 -273.30 -273.30 -6,523.95 -100.00 -1,952.50 -2,023.60 -221.86 -275.00  10/01/2024 HM1 IMP-22551&: 22712 Alachua County BOCC Hazardous Material registration Cust#1811. : 10/12/2024 35702396835041109 Canon Financial Servic.a Copy machine contract NEW FY 2022  10/03/2024 Travel1 10,3.24A ACH Johnathan Berger ACH See Attached  toner  Acct +R164001697483.385 2024 Fall ball Retirement  Custom Concrete & Co.. Memorial Brick placement (Carlton Miller) Gail Simpson &A Associ.. REFUND CC Rental 9/17/24 (Duke Energy). - AG-Pro Companies Acct#A ARCHE006 Crime Prevention: Secu... Customer #1 19957 Crime Prevention: Secu Customer #28247 Folds & Walker Trust. General Reperensation Two Fold Waterl Inc. Monthly' Water Service- Well#1,2&3 Emerald Data Partners ITs support, Mangage serviçes, consulting, via Florida Icel Machine Se.. icer machine clean  REFUND CC Rental 9/29/2024 REFUND CC Rental 10/12/24 REFUND CC Rental 10/6/24 toner REFUND CC Rental 9/14/24 REFUND CC Rental 10/26/24 Retirement FUEL    1:59 PM 12/05/24  City of Archer Water Fund Transaction List by Date October 11 through December 5, 2024  Type Oct1-Dec! 5,24 Bill Bill Oct1-D Dec 5, 24  Date  Num  Name  Memo  10/01/2024 612659 Utility Service Co Inc. Inv #612659  10/30/2024 110  Crown Construction... After Hours., :  (042    1:59 PM 12/05/24  City of Archer Water Fund Transaction List by Date October 11 through December 5, 2024  Account  Split  Amount 3,263.50 2,900.00  20000 Accounts P... 533600 Prof.. 20000 Accounts P.s 533600 Prof..  2082    Deanna Alltop From: Sent: To: Subject: Attachments: Importance:  Ellen Ostemeyer <eostermeyer@civicplus.com> Wednesday, December 4, 2024 10:26AM  Deanna Alltop & Holiday Promotion  Archer FL - PER MY CALL- Municode Codification Services - Important Billing Changes  Archer FLI P24 Annual Billing Agreement.pdf  High  You don'toften gete emailf frome osermeyerecwepuscom. Learn whyt this isi important  Good morning, Deanna,  Icalled today to follow about upcoming billing changes to your Municode Codification & Supplementation We are transitioning to a Full Service Supplementation Subscription. This will replace the current "per page"  services.  rate and will include all of your current Municode supplement services. Budgeting will be predictable andi there will bet fewer invoices to process.  To determine the annual ratei for the Full Service Supplementation Subscription, we used an average of what the City spent on supplements, included the Administrative Support Fee ($225) and added just a 10% increase to account fori inflation over recent years. The new annual ratei fort the Full Service Supplementation Subscription A year end promotion was just announced and Iwas able to include a: 25% discount on the NEWI revised Thel Promotional Discount is combined with a pro-rated discount fort the Administrative Support Fee which is now (The only Municode Codification service that is noti included in this agreement is Online Code Hosting (Code on To take advantage of the Full Service Supplementation Subscription and promotional discount, we will need Without a signed agreement, thel Per Page Rate will increase 30%1 from $19.00 (last increase 2014)t to $24.70in  is $1985.00.  agreement so thei first year will be $1488.75. included in the Full Service Supplementation Subscription. the Internet) which will continue to be billed in February. asigned agreement back no later than 12/31/2024.  January.  Please sign, and return the attached agreement to me at your earliest convenience.  Bee sure to return all fourA pages and note that we can only accept a handwritten or "wet" signature or one Itis not necessary to fill out the contact information page (4) unless the address or billingi information has Please let me knowi ift there is anyone else Ishould be connecting with regarding this billing change.  completed with e-sign software.  changed.  l'am always available by phone or email ify you have any questions at all.  Kind regards,  Ellen Ostemeyer  Connectwithus 0    P: 850-692-7037 Account Managerl- CivicPlus civicplus.com C CIVICPLUS  Powering and Empowering Gi    € CivicPlus 302 South 4th St. Suite! 500 Manhattan, KS 66502 US  Quote #: Date: Customer:  Q-73501-1 4/16/2024 8:10A AM ARCHER CITY, FLORIDA  Product Name up to [#] copies Full-Service Supplementation Subscription Code and Supp Year 1 Annual Fee Discount Semi-Annual Print Supplementation Service Included  DESCRIPTION  QTY 1.00  TOTAL USD0.00 USD1 1,985.00 USD-496.25 USD0.00  Printed Copies and Freight Included - Up to 10 copies  Full-Service Supplementation Subscription 1.00  Year 1 Annual Fee Discount Print Schedule 1,7  1.00 1.00 USD1 1,488.75 USD 1,985.00  Annual Recurring Supplement Services Initial Term Annual Recurring Supplement Services (Subject to Uplift)  1. This Statement of Work ("SOW") is between City of Archer ("Customer") and CivicPlus, LLC ("CivicPlus"), the acquirer and sole owner of Municode, LLC f/k/a Municipal Code Corporation, and incorporates and is subject to the terms 2. This SOW: shall begin on 1/1/2025 ("Effective Date") and allt the services provided to Customer listed in the above line items (the' "Services") shall align to renew annually on each anniversary of the Effective Date ("Renewal Date"). Unless terminated, Customer shall be invoiced fort the Annual Recurring Services on each Renewal Date of each calendar year subject to 5% annual increase. Customer will pay all invoices within 30 days of the date of suchi invoice.  and conditions located at Addendum 1 attached to this SOW.  V.PD06012015-0048 Page 1 of4    Acceptance  By signing below, the parties are agreeing to be! bound by the covenants and obligations specified ini this SOW. For  CivicPlus Billing Information, please visit hcNcNAcmetN.  IN WITNESS WHEREOF, the parties have caused this SOW to be executed by their duly authorized representatives as of  the dates below.  Client By:  CivicPlus By: hyhlda Printed Name: Amy Vikander Title: Date: 12/1/2024  Printed Name: Title: Date:  Senior Vice President of Customer Success  Organization Legal Name: Billing Contact: Title:  Billing Phone Number: Billing Email: Billing Address:  Mailing Address: (lf different from above)  PO Number: (Info needed on Invoice (PO or Job#) if required)  V.PD06.012015-0048 Page2of4    Addendum 1  This agreement ("Agreement) is explicitly agreed tol byt the ascribed toi iti int the Statement of Work.  4. Term and' Termination. This Agreement shall remain inf full force Agreement shall automatically renew for additional one-year terms (each a' Renewal Term"). Ifeither Party does not intend tor renew for cause int the event the other party materially breaches anyt term  Customer listed ont the Statement ofV Work. Alli terms usedi int this and effecti for ani initial period of one year commencing on the Agreement that are not otherwise defined shall havet the definition Effective Date ("Initial Term"), at the end oft the Initial Term, this 1. Scope of Services, The Services provided to Customer under this Agreement, they shall provide sixty days prior notice tot the end this Agreement are set forth int the CivicPlus Statement of Work ofthet then-current term. Either party mayt terminate this Agreement additional services for additional cost at any time upon mutual oft this Agreement and does nots substantially cure such breach written consent oft the Parties, including but not limited to updating within thirty days after receiving notice of such breach. Ad delinquent the frequency of Supplement updates, additional labor required Customer account remaining past due for longer than 90 days because of delays, errors or omissions on the part of Customer. isan material breach by Customer and is grounds for CivicPlus  signed by the parties (the' "SOW). Customer may purchase  termination.  2. Limitations of Services. Annual Recurring Supplement Service Additional copies, reprints, binders, andt tab orders; requirements, are subject to additional editorial fees; Documents that contain: multiple tables, graphics, unique formatting requirements, or any other form-based code  does NOTI include:  5. Compensation. Unless otherwise stated in an SOWS signed by the Customer, the Customer shall pay CivicPlus for the Services annually at the start ofe each Renewal Term, within 30 days of the 6.1 Integration. This Agreement sets forth the entire agreement between and among the parties with respect tot the Services. This Agreement supersedes all prior written or oral agreements between  Documents drafted in InDesign or that contain form-based code date ani invoice is sent.  requirements;  Legal work, creation oft fee schedules, gender-neutral. review! the parties ort their predecessors-n-interes: with respect to all or as, butr not limited to, Zoning (ore equivalent). This worki is subject to 7. Limitation of Liability. CivicPlus' liability arising out of or related aone-time editorial conversion fee and an increase int the annual tot this Agreement, or any associated SOW, will not exceed five supplement rate and online hosting fee(s). 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V.PD06.01.2015.0048 Page 3of4    Contact Information  Organization Street Address Address 2 City  URL  Slate  Postal Code  CivicPlus provides telephone supporti for allt trained clients from 7am -7pm Central Time, Monday-Friday (excluding holidays). Emergency Supporti is provided on a 24/7/365 basis for representatives named byt the Client. Clienti is responsible for  ensuring CivicPlus has current updates. Emergency Contact & Mobile Phone Emergency' Contact & Mobile Phone Emergency' Contact & Mobile Phone Billing Contact Phone Billing Address Address 2 City Taxl ID# Billing Terms  E-Mail Fax  Ext.  State  Postal Code Sales Tax Exempt # Account Rep  Info Required onl Invoice (PO or. Job #) Pleasel list alle external sources:, Contract Contact Phone Project Contact Phone  Are you utilizing any externali funding for your project (ex. FEMA, CARES):  YI  1orNI  I  Email Fax Email Fax  Ext. Ext.  V.PD0801.2015.0048 Page 40 of4    CITY OF ARCHER  ARCHER  II. Guest  Agenda Item 1: Rebecca Smith, Oak View Middle School Volleyball Team Banquet Fee Waiver Request for December 20, 2024, 4-9pm, Archer Community Center  Staff Recommendation: Approve the Fee Waiver Request  Approved by City Attorney on:  Commissioner Action: Open for Discussion Public Comments Closed for Discussion  Action: Approve/Disapprove Staff Recommendation    Page 1of5  Rental Use Agreement Phone: 352.495.2880 Fax: 352.495.2445  Archer Community Center, Senior Center, Wilson Robinson and Maddox  Parks  Rental Contact Information Contact Name: Address: City State Zip contact numbers) Email: Phone: Email: Description of Rental Date of Rental: Organization Name: (requiredi iforganization iss sponsoring rental) Isy your Organization Tax Exempt? Type ofe event: Number of Expected Attendees: Select Rentall location LocationofEvent  Roeca SMith 13daz SW) Avoher W  Ay(ks FL 32618 2.  Phone Numbers (please provide the best two 1. 35a $45469  eperadpasaihaogmal t  Additional Contact Name: (required)  ohuslsow 3sa 681d369  Macany  le  Ok Mewo hiddle Sthaol Vhlleab-l lERM No V Yes (fy yes, please provide Certificate ofE Exemption withAgréement)  Banquat Price  * FEE WAVEK REGESTED  40-56  Archer Community Center ** Ollie Mae Senior Center ** Maddox Park*** Deposit Community Center Deposit Other Locations  $300.00 first 4 hours; $50.00/hour over 4; or $500.00 8:30am-10:00pm)  $50.00/ (min 41 hours); $25.00/hour over4 4 $50.00/ (first 4 hours, $25 /hour after first 4)  Wilson Robinson Park Ballfields*** $100.00/0-4 hours; $25.00/hour over 4; (lights $40.00 per hour Wilson Robinson Park Pavilion*** $100/(min 4 hours), $25.00/hour over 4; (lights $20.00/hour)  $300.00/event; Sound/Audio Visual $500.00/event plus $30.00/hour: staff;  $100.00/event  *Special Rate Monday through Thursday 200.00830om10.00pm: Special Wedding Package. $1,000  ** Optional Cleaning. fee $250.00; extended overtime charges $50.00 first hour, $80.00 second hour, $120.00 each additional ***Wilson Robinson Park and Maddox Park Close at 8:00 PM unless special arrangements are made in advance with MGR  Rental Times Setup Time: Event Time: Breakdown Time: Total Rental Time: Deposit/ Amount Collected: Date Processed: Processed! by: Typec ofP Payment: Tax Exempt?  4AM/PM to_ 6 AM/ IPNP Total Setup Time: AM/PMt to_ & PM)/PM Total Event Time: a 6 AM/AVto 4 AM/PM) Total Breakdown Time: (add total hours of Setup, Event & Breakdown times)  ForACC/SC/REC Use Final Payment: Date Processed: Processed! by: Type ofP Payment: Tax Exempt?  Yes Scanned? No cC/DebitF Receipt Included? Yes! No    Pagez 2of5  Rental Use Agreement Phone: 352.495.2880 Fax: 352.495.2445  Archer Community Center, Senior Center, Wilson Robinson and Maddox  Parks  City of Archer and Sponsor hereby agree that Sponsor shall have the right to rent the selected location as  set forth above, subject to thei following terms and conditions:  1.  Reservations & Security Deposit:  No event is officially reserved and placed on the calendar until:  This Rental Use Agreement is signed and returned by Sponsor toi the Archer City Manager or his designee. Af fully executed contract approved and signed byt the City Manager confirms the The appropriate security deposit* is submitted with completed Rental Use Agreement Payment via Credit/Debit card is preferred. Please complete Credit/Debit Card Ifalcohol is served, a credit card must be placed onj file for possible damages, Please submit a check made payable to City of Archer and write youre event date in the The specified security deposit is refundable in its entirety ift there are, no damages incurred to the space rented for the event per this Rental Use Agreement. The City Manager has 30 days to refund the security deposit tot the authorized credit/debit card. Ifthere are damages, these deposit funds will be used to reimburse the City of Archer for any damages caused by Sponsor and any additional cleanup made necessary by  event.  Half of the rental payment is made at time of contract signing  Authorization Form attached. there are no exceptions tot this: CC#  memo line.  Sponsor.  2.  Cost & Payment: fees. Use Fee: $  A. Upon receipt of the executed Rental Use Agreement and the appropriate security deposit, the Sponsor agrees to pay half of the total "Use Fee", which covers set-up, insurance, and management  B. The balance of the Use Feei is due 7 days prior toi the setup of thee event.  + Deposits_  =Total,  Balance of Use Fee due 7 days prior to event date_  int the amount of $  3.  Cancellation:  Ifthe Sponsor provides Archer City Manager with written notice of cancellation more than ninety (90) days prior to the event, the security deposit and Half Use Fee paid upon execution of the Agreement shall be refunded in full. Please note: the Half Use Fee will take upt to two weeks Ifthe Sponsor cancels within ninety (90) days of the date oft the event, the Half Use Fee shall not be refunded to Sponsor unless cancellation is due to ar reason in paragraph 14Coft this  torefund.  agreement. The security deposit will be refunded inf full.  4.  Smoking: Archer properties.  Smokingi is prohibited in the Archer Community Center, the Ollie Mae. Senior Center and all other City of    Page3of5  Rental Use Agreement Phone: 352.495.2880 Fax: 352.495.2445  Archer Community Center, Senior Center, Wilson Robinson and Maddox  Parks Food and Beverages:  5.  A. Please indicate ifa alcoholic beverages willl be served at the event. YES_  NO X  Ify yes, the sponsor shall make arrangements with ASO for onsite coverage inside and outside during the entire event. The number of officers will be determined by the number of attendees. B. All persons participating in the City of Archer approved events must adhere to Florida! Statute  562.11 regarding alcoholic beverages.  FS562.11 - Iti is unlawfulj for any person tos sell, give, serve, or permit to be served alcoholic beverages to a person under 21 years of age or to permit a person under 21 years of age to C. Ifac caterer is used, the caterer is responsible for cleanup oft the entire kitchen (refer to! Section 7.) D. While food and' beverages are permitted at most outdoor venues and parks, food and beverages  consume. such beverages on the premises.  Failure to do SO could result in additional charges to Sponsor. are NOT PERMITTED inside the Splash pad fencing area.  6.  Set-up/ltems Requested:  A. Sponsor shall meet with an Archer City Staff representative at least two weeks prior to the event to finalize room layout and equipment neededi fort the event. IfSponsor fails to meet with an Archer City Staff representative at least two weeks prior to the event, Archer City Manager, at its option, may B. Alls set-up arrangements, including point of delivery of set-up equipment and personnel, arrival of caterers, flowers, etc., must be confirmed with the Archer City Staff no less than two weeks prior  deem! Sponsor as having cancelled thee event.  to event. Yes_  C. Kitchen: (Archer Community Center/Ollie Senior Center) Ifutilized, kitchen and equipment must be thoroughly cleaned D. Tables and chairs: (Archer Community Center/Ollie Senior Center)  No_  Ifutilized, all tables and chairs must be wiped down and returned to the storage closet. Capacity: tables and chairs 150 (banquet style); Chairs only 216 (auditorium style/Community  center)  Number tables & Number Chairs_  60  7. Clean-up:  The Archer Community center, Ollie Mae Senior Center, Wilson Robinson Park and Maddox Park shall be left int the same condition as it was prior to the event. Tables and chairs should be stored in appropriate spaces. The Archer City Staff member on site is not responsible for cleanup. The Sponsor is responsible for the following clean up before the departure time listed in this Rental Use Agreement: Removal and proper disposal of food, beverages, and garbage from all receptacles used in room 0 Dumpster for garbage disposal is located outside of the Staff Entrance tot the left in the  rented (this does not include restroom areas)  Staff Parking lot Sweeping of floors  Wipe down of all equipment used, i.e. tables, chairs, counter space, etc. Please report any issues with cleanup or damages to staff member on site.    Page 4of5  Rental Use Agreement Phone: 352.495.2880 Fax: 352.495.2445  Archer Community Center, Senior Center, Wilson Robinson and Maddox  Parks  8. Departure:  Ifthe event extends beyond the reservation time, the Sponsor will pay to City of Archer $200 per hour for each excess hour the event extends. A partial hour will be considered as a whole hour in determining the additional sums to be paid to City of Archer. Sums willl be rendered through the $200 security deposit or the staff person working the event may collect this fee before sponsor leaves thei facility.  9. Event Changes:  A. Any request for changes in time, number ofp people, set-up, etc., desired by Sponsor must be made in writing and forwarded toi the City Manager at least two weeks priort to the event. While the City Manager willi try to accommodate Sponsor's changes, Sponsor understands that due to limitations in space and personnel, the City Manager may not be ablei to dos so. The decision to accommodate Sponsor's changes shall be solely at City Manager's discretion. Any changes approved by City B. Event facilities are based on the anticipated number of guest. The City Manager reserves the right to adjust room assignment based on Sponsor's final guarantee and reserves the right to move the event to comparable meeting or banquet rooms other thani those appearingi in the Agreement. A. Thei individual nameda ast the! Sponsor'scontact person on page 10 ofthis Agreement: shall act asr manager oft the event, ensuring that all aspects of1 the event comply with City of Archer policies and guidelines. Thisi includes, buti is notl limited to, the activities ofthei florists, performersand/ore entertainers, delivery personnel, and caterers. Sponsor's contact person shall also serve as Sponsor's agent for the receipt of notices under this Agreement, at the address shown as the Sponsor's address on page 1 of this B. Changes to aforesaid representative and addresses may be made by written notice sent tot the  Manager shall be noted inv writing.  10. Sponsor Representative:  Agreement. appropriate address.  11. Damage and Insurance:  A. Any damages shall be reported to the City Manager as soon as said damage isdiscovered. B. City Manager has the right to inspect and determine damages upt to 24 hours after each event and to determine whether an outside vendor willl be needed for repairs. C. Ifany portion oft the City of Archer, itsi facilities or equipment is damaged by any act, omission, default, or negligence of Sponsor, its agents, employees, officers, directors, independent contractors, patrons, guests, event attendees or any person or vendor admitted to any Archer site or facility by Sponsor, Sponsor shall pay City of Archer upon demand a sum equal to the cost of repairing the damages in excess of the security deposit and restoring damaged facilities or equipment to the condition existing at the! beginning oft the event. In such event the Sponsor will be billed for damages above the security deposit. This amount is due upon receipt. Damage charges in excess will be charged to! Sponsor's credit/debit card. Ifa Credit/Debit Card or other means of payment is not accessible tot the City Manager and Sponsor does not pay within 15 days of receipt of bill, the City Attorney then reserves the right to seek legal means of collection. Alli fees and charges involved with collection, including attorney fees and court costs, will be charged to Sponsor and is due upon D. Sponsor shall indemnify and hold the City of Archer harmless against any and all liability imposed or claimed, including attorney's fees and court costs, arising directly ori indirectly from any act or omission of Sponsor, its agents, employees, officers, directors, independent contractors, patrons, guests, event attendees or any person or vendor admitted rented facilities by Sponsor, including but not limited to all claims relating to1 the injury or death of any person or damage to anyproperty.  payment ofdamages.    Pages 5of5  Rental Use Agreement Phone: 352.495.2880 Fax: 352.495.2445  Archer Community Center, Senior Center, Wilson Robinson and Maddox  Parks  12. Décor:  Décor (over and above the use of centerpieces and plants) must be approved in advance by the City Manager. No confetti, glitter, rice/bird seed, or similar items may be used in the Community Center or Ollie Mae! Senior Center. Candles may only be used ifi in an enclosure: such as a globe or hurricane lamp, candles may not bet taller than the enclosure. Banners, posters, and/or flyers may not bel hung or attached to walls in any event space. No banners may be hung on the exterior of the Community Center  or Ollie Mae Senior Center without permission fromi the City Manager.  13. Parking:  The Archer Community Center and Ollie Mae Senior Center have a designated parking lot. Parking is available there without restrictions after regular business hours. Street parking is not suggested nor permitted. Parking regulations apply to ALL vehicles. Catering and delivery parking is at the direction of  the City! Manager. 14. Miscellaneous:  A. This Agreement includes all the terms and conditions agreed upon byt the parties and no oral agreements or representation shall be valid or binding upon the parties hereto, and this Agreement may not be modified in any manner except by written agreement signed by both partieshereto. Ifthe event contemplated by this Agreement cannot take place duei to an event beyond control oft the parties, including, but not limited to, war, riot, terrorism, explosions, floods, fires, tornados, hurricanes, then neither party willl be liable for any damages due tot the cancellation oft thee event. D. The Agreement shall be construed in accordance with thel laws of the State of Florida and any disputes hereunder shall be resolved int the courts situated in Alachua County, State ofFlorida. E. Ifa court of competent jurisdiction invalidates any provision oft this Agreement, then all of the remaining provisions of the Agreement shall continue ini full force and effect. F. City of Archer shall not provide copying, printing, faxing, or computer use underany G. Sponsor shall ensure that Sponsor andi its agents, employees, officers, directors, independent contractors, patrons, guests, event attendees or any person or vendor admitted to any facility/site by Sponsor shall comply with the City of Archer rules, regulations and policies  B. This Agreement is not binding until executed by all parties.  circumstances.  applicable toi its use.  The parties herein have read and agree on the above terms and conditions.  Rma SMith  Printed Name Signature  llat  Date  8  City of Archer Representative Printed Name City of Archer Representative Signature  Date    CITY OF ARCHER  RCHER  II. Guest  Agenda Item 2: St. Phillips Lodge #55, Annual Christmas Toy Drive, Fee Waiver Request for  December 14, 2024, Wilson Robinson Park  Staff Recommendation: Approve the Fee Waiver Request Contingent on the Rental Application  being Submitted  Approved by City Attorney on:  Commissioner Action: Open for Discussion Public Comments Closed for Discussion  Action: Approve/Disapprove Staff Recommendation    CITY OF ARCHER  ARCHER  VI. Old Business  Agenda Item 1: Update on Holly Hills Community Center  StatRecommendation: We are still looking into the project, updates will be forthcoming.  Approved by City Attorney on: Commissioner Action: Open for Discussion Public Comments Closed for Discussion  Action: Approve/Disapprove StatfRecommendation  16870 SW 134TH AVE., P.O. BOX3 39- - ARCHER, FLORIDA 32618-0039  Tel: (352)495-2880  Fax (352)495-2445    CITY OF ARCHER  ARCHER  VI. Old Business  Agenda Item 2: Updated City Manager Job Description  Staff Recommendation: Provide feedback to staff.  Approved by City Attorney on: Commissioner Action: Open for Discussion Public Comments Closed for Discussion  Action: Approve/Disapprove Staff Recommendation  16870 SW 134TH AVE., P.O. BOX: 39-A ARCHER, FLORIDA 32618-0039  Tel: (352)495-2880  Fax (352)495-2445    CITY OF ARCHER  ARCHER  VI. Old Business  Agenda Item 3: CSX Surplus for Sale  Staff Recommendation:  Approved by City Attorney on: Commissioner Action: Open for Discussion Public Comments Closed for Discussion  Action: Approve/Disapprove Staff Recommendation  16870 SW 134TH AVE., P.O. BOX39-A ARCHER, FLORIDA 32618-0039  Tel: (352)495-2880  Fax (352)495-2445    CITY OF ARCHER  RCHER  VII. New Business  Agenda Item 1: Resolution No. 2024-31, Conditional Use Permit-CUP: 24-02, by eda Consultants, Inc. as an agent for Universe Transportation, LLC for Parking of Vehicles Outside of Enclosed  Structures within a Commercial (C-2)Zoning District Staffkecommendation: Approve Resolution No. 2024-31  Approved by City Attorney on: Commissioner Action: Open for Discussion Public Comments Closed for Discussion  Action: Approve/DsaPprove Staff] Recommendation  16870 SW 134TH AVE., P.O. BOX39. - ARCHER, FLORIDA 32618-0039  Tel: (352)495-2880  Fax (352)495-2445    RESOLUTION NO. 2024-31  A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF ARCHER, FLORIDA, GRANTING WITH APPROPRIATE CONDITIONS AND SAFEGUARDS A CONDITIONAL USE PERMIT AS AUTHORIZED BY THE CITY OF ARCHER LAND DEVELOPMENT CODE; PROVIDING FOR GRANTING A CONDITIONAL USE PERMIT FOR PARKING OF VEHICLES OUTSIDE OF ENCLOSED STRUCTURES WITHIN. A COMMERCIAL (C-2) ZONING DISTRICT, AS PROVIDED WITHIN TABLE 16.06, ITEM 10.3 OF THEI LAND DEVELOPMENT CODE ON CERTAINLANDS WITHIN THE CORPORATE LIMITS OF THE CITY OF ARCHER, FLORIDA; PROVIDING FOR REVOCATION OF THE CONDITIONAL USE PERMIT; REPEALING ALL RESOLUTIONS IN CONFLICT; AND WHEREAS, the City of Archer Land Development Code, as amended, hereinafter referred to as thel Land Development Code, empowers the City Commission ofthe City of Archer, Florida, hereinafter referred to as the City Commission, to grant, to grant with appropriate conditions and safeguards or to deny conditional use permits as authorized under Part IV, Section 6.11 oft the Land Development Code; WHEREAS, an application for a conditional use permit, as described below, has been filed with WHEREAS, pursuant to thel Land Development Code, as amended, thel Planning and Zoning Board held the required public hearing, with public notice having been provided, on said application fora conditional use permit, as described below, and at said public hearing, the Planning and Zoning Board reviewed and considered all comments received during said public hearing and recommended to the City Commission approval ofs said application for a conditional use permit, as described below; WHEREAS, pursuant to the Land Development Code, the City Commission held the required public hearing, with public notice having been provided, on said application fora conditional use permit, as described below, and considered all comments received during said public hearing, including the recommendation of the Planning and Zoning Board, and the Concurrency Management Assessment WHEREAS, the City Commission has found that they are empowered under Part IV, Section 6.11 oft the Land Development Code to grant, to grant with appropriate conditions and safeguards or to WHEREAS, the City Commission has determined and found that the granting with appropriate conditions and safeguards aj petition for conditional use permit, as described below, would promote the public health, safety, morals, order, comfort, convenience, appearance, prosperity or general welfare; WHEREAS, the City Commission has determined and found that the conditional use permit is generally compatible with adjacent properties, other property in the district and natural resources; and a. The proposed conditional use complies with the Land Development Code oft the City; b. Thej proposed conditional use will not interfere with or adversely affect the health, safety, C. Thej proposed conditional use will: not adversely affect or contribute to the deterioration of d. The proposed conditional use is consistent with the character of and existing land use e. The proposed conditional use complies with the Comprehensive Plan oft the City.  PROVIDING ANI EFFECTIVE DATE  the City;  concerning said application for a conditional use permit, as described below;  deny a conditional use permit, as described below;  WHEREAS, the City Commission has determined and found that:  or welfare oft the surrounding community area;  quality oflife, or property values in the immediate neighborhood;  patterns in the surrounding area; and  Page 1 of3    NOW, THEREFORE, BE ITI RESOLVED BY THE CITY COMMISSION OF THE CITY OF Section 1. Pursuant to an application, CUP2 24-02, an application by eda Consultants, Inc. as an agent for Universe' Transportation, LLC, to approve a conditional use permit for parking of vehicles outside of enclosed structures within a COMMERCIAL (C-2). zoning district, as provided for in Table 16.06, Item 10.3 oft the Land Development Code, in accordance with an application dated. July 18, 2024, and site plan dated July 17, 2024, the City Commission hereby grants a conditional use permit, as described above, subject to the conditions and safeguards hereinafter specified, to be located on property described, as A parcel ofl land lying in Section 9, Township 11 South, Range 181 East, Alachua County, Florida. Being more particularly described as follows: Commence at the Southwest corner of the Southeast 1/4 ofsaid Section 9; thence North 89°56'04" East 33.95 feet, along the South line ofs said Section 91 to thel Northerly right-of-way line of an old abandoned railroad; thence North 49°17'26" East 1,104.09 feet, along the Northerly right-of-way line ofs said old abandoned railroad to the Point of Beginning; thence North 49°19'01" East 181.31 feet, along thel Northerly right-of-way line ofs said old abandoned railroad: thence North 34°09'31" West 226.59 feet to the Southerly end ofa a 60-foot right-of-way; thence South 55°50'29" West 30.00: feet, along the Southerly line ofs said right-of-way to the Southwesterly corner of said right-of- way; thence North 34°09'31" West 17.24 feet, along the Westerly side ofs said right-of-way; thence South 55°50'29" West 138.04 feet; thence South 31°32'28" East 264.71 feet to the Point of Beginning. Section 2. A concept plan, as described above and herewith made a part ofthis resolution by reference, shall govern the development and use ofthe above described property. Any deviation from the concept Section 3. The use ofl land approved by this conditional use permit shall bei in place or a valid permit shall be in force for the location ofs such land use within twelve (12) months oft the effective date oft this resolution. Ifsuch land use is not inj place or a valid permit shall bei ini force for the location ofs such land use, within twelve (12) months ofthe effective date oft this resolution, this resolution granting with appropriate conditions and safeguards such conditional use permit is thereby revoked and of no force and effect. Ifs such land use approved by this conditional use permit is discontinued for six (6) months or Section 4. All resolutions or portions of resolutions in conflict with this resolution are hereby repealed to  ARCHER, FLORIDA, THAT:  follows:  Containing 1.00 acre, more or less.  plan shall be deemed a violation ofthe Land Development Code.  longer such use shall be deemed abandoned. the extent of such conflict.  Section 5. This resolution shall become effective upon adoption.  PASSED AND DULY ADOPTED in regular session with a quorum present and voting, by the  City Commission, this 9th day of] December 2024.  CITY COMMISSION CITY OF ARCHER, FLORIDA  Attest:  Deanna Alltop, Interim City Manager  Iris Bailey, Mayor  Page 2 of3    Approved as to form and legal sufficiency:  Danielle C. Adams, City Attorney or Kiersten N. Ballou, City Attorney  Page 3 of3    NOTICE OF PUBLIC HEARING CONCERNING A CONDITIONAL USE PERMIT AS PROVIDED FOR IN THE CITY OF ARCHER LAND: DEVELOPMENT CODE  BY THE CITY COMMISSION OF THE CITY OF ARCHER, FLORIDA, NOTICE IS HEREBY GIVEN that, pursuant to the City of Archer Land Development Code, as amended, hereinafter: referred to as the Land Development Code, objections, recommendations. and comments concerning the conditional use permit, as described below, will be heard by the City Commission ofthe City of Archer, Florida, ata public hearing on December 9, 2024 at 6:00 p.m., or as soon thereafter as the matter can be heard in the City Commission Chamber, City Hall, located at 16870 Southwest 134th Avenue, Archer, Florida. CUP: 24-02, an application by eda Consultants, Inc. as an agent for Universe Transportation, LLC, to approve a conditional use permit for parking of vehicles outside ofenclosed structures within a COMMERCIAL (C-2). zoning district, as provided for in Table 16.06, Item 10.3 oft the Land Development Code, in accordance with, an application dated. July 18, 2024, and site plan dated. July 17, A parcel of land lying in Section 9, Township 11 South, Range 18 East, Alachua County, Florida. Being more particularly described as follows: Commence at the Southwest corner of the Southeast 1/4 ofsaid Section 9; thence North 89°56'04" East 33.95 feet, along the South line of said Section 91 to the Northerly right-of-way line ofan old abandoned railroad; thence North 49°17'26" East 1,104.09 feet, along the Northerly right-of-way line ofs said old abandoned railroad to the Point of Beginning; thence North 49°19'01" East 181.31 feet, along thel Northerly right-of-way line of said old abandoned railroad: thence North 34°09'31" West 226.59 feet to the Southerly end ofa 60-foot right-of-way; thence South 55050'29" West 30.00 feet, along the Southerly line of said right-of-way toi the Southwesterly corner of said right-of- way; thence North 34°09'31" West 17.24 feet, along the Westerly side ofs said right-of-way; thence South 55050'29" West 138.04 feet; thence South 31032'28" East 264.71 feet to the Point of Beginning. At the aforementioned public hearing, all interested parties may appear to bel heard with respect to the Copies of the application are available for public inspection at the Office of the Interim City Manager, City Hall, 16870 Southwest 134th Avenue, Archer, Florida, during regular business hours. All persons are advised that ifthey decide to appeal any decisions made at the above referenced public hearing, they will need a record of the proceedings, and that for such purpose they may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon Persons with disabilities requesting reasonable accommodations. to participate in this proceeding should contact the Interim City Manager, at 352.495.2880 or via Florida Relay Service 800.995.8770 (voice), or  2024 tol be located on property described, as follows:  Containing 1.00 acre, more or less.  application.  which the appeal is to be based.  800.955.8771 (TTY), atl least 481 hours prior to the proceedings.  Publish in the legal section of the Alachua County Today on November 28. 2024.  Page 1 of1    CITY OF ARCHER  CONDITIONAL USE PERMIT APPLICATION  DATE: 1.  7/18/24 APPLICANT Mailing Address: Location of Property (Address)  PERMIT# # Lp 24-02  Name: Claudia Vega, P.E. - Director of Engineering, eda consultants, inc. Phone: 352-373-3541  720 SW 2nd Ave, S Tower, Ste 300, Gainesville, FL 32601  15917 SW Archer Rd, Archer, FL 32618  Parcel Number: 04700  009  001  2.  OWNER(S) (if other than the applicant, written consent must be attached to application)  Name(s): Mailing Address: ATTACH:  Universe Transportation, LLC  Phone: 352-871-8800  10081 SW 98TH AVE GAINESVILLE, FL 32608  3. Legal description, including tax parcel number, with map attached showing boundaries.  4. Legal document showing ownership (deed, etc.)  5. 6. 7.  Plot plans, building plans or other information giving information regarding available facilities and Names and Addresses of all property owners of abutting properties with map reflecting boundaries of  planned facilities including signs, tree planting, or other modifications.  parcels affected.  Summarize your request: Include current usage and proposed usage.  Project Name: Archer Road Storage  Proposed request: A site plan to construct a commercial development including truck parking, warenouse storage and an office building on a presently undeveloped commercial property.  Continued On Next Page    Request No. CUP 24-02  PLEASE ANSWER THE FOLLOWING QUESTIONS FULLY: (use additional pages as necessary) 1. Current Zoning/Land Use Classification: General Commercial (C-2)/Commercial 2. Requested Permitted Use: Office Warehouse. /Vehicle Parking /Storage 3. Will the proposed use be contrary to the City of Archer's Zoning Regulations? No.  4. What is the existing land use pattern in district? Commercial  Yes, the propsed commercial commercial development  5. Will change-developmenvet, be compatible to adjacent districts? development is within an existing  6. What effect will the proposed changeldevelopmenvet. have on area  a. living conditions? No residential development is in the immediate area.  b. traffic? Traffic will directly access State Road 24 via an existing driveway that was approved by FDOT:  C.  drainage? Drainage will be treated on site via proposed stormwater basin. d. light and air to adjacent areas? No light or air impacts should occur.  The development oft the property as a commercial development  e. property values in adjacent areas? should maintain or increase property values in thei immediate area 7. Will the proposed change/developmenvet. be a deterrent to the improvement or development of 8. Is the changedevelopmenvet. suggested out of scale with the needs oft the neighborhood or the City of Archer? Ng. the project site is within an existing commercial area with similar commercially developed sites.  adjacent property in accordance with existing regulation?  No, the surrounding area is also commercial in nature.  Signature:  Cbalu Dey  City Commission will review the application at its earliest possible regular meeting following staff review and  analysis.  City Commission meets the second Monday of each month.    CITY OF ARCHER  CONDITIONAL USE PERMITI PLANCHECKLIST  APPLICATIONNO. DATE  CUP 24-02Universe Transportation. LLC)  October 25.2024  The conditional use permit trequired to be submitted by the requirements oft the Land Development Code shall include the following elements from Section 26.04 of the Land Development Code:  I. Generally:  a. A recent aerial photograph encompassing the project area andi identifying the project area andi total land areas. The scale shall be no smaller than one (1)inch equals one b. A soil map oft the site (existing U.S. Soil Conservation Service Maps [U.S.) Natural  hundred (100) feet;  Resources Conservation Service] are acceptable); A map of vegetative covering including adjacent wetlands; d. A legal description oft the property to be developed; e. Grading planst that specifically include perimeter grading; ofroads and buildings, including elevations; Floor area, height andt types oft buildings; property across any street;  NA  f. Paving, road, and building plans showing the location, dimensions, and specifications  h. Identification of zoning designation of property and all adjoining property including Certification that the subject propertyi is, or is not, within al historic district; and Certification that complies with all dimensional requirements of Section 19. 2. Certification that the property does or does not lie within an area ofs special flood hazard, and ift the property is within a special flood hazard area, certification ofc compliance with Section 20. 3. Acertification that handicapped: accessibility requirements havel been met (Section 21.02: and  NA  Section 21.06(5).  4. Driveway access to public streets (Section 21.03)  NA  5. Anoff-street parking andl loading plan (Section 21.06: and Section 21.07).  NA 6. Plans for drive-up windows (Section 21.10).  NA 7. Classification of any streets to be constructed (Section 21.16) with detailed plans showing  Page 1 of3    streets and drainage facilities (Section 21.17). & Plans for any sidewalks to be constructed (Section 21.18).  TBD 9. Fire) hydrants and proposed locations thereof (Section 21.19) and fire safety ianes and access  (Section 21.20).  In accordance with Section 21.19.1, the Cig Engineer shall derermine the precise  location ofallfire hydrants.  10. Solid waste storage facilities (Section 21.21-23).  TBD 11. A stormwater management plan (Section 21.30) meeting the stormwater design criteria of  Section 21.29. Engineer.  Determination of the stormwater management, plan compliance with the stormwater design criteria (Section 21.29 of the Land. Development Code). shall be made by the City  NA 12. With regard tot tree protection:  NA  a. Thel location and identity by common name ofa all protected trees to be retained and those tol be removed. Groups oftrees in close proximity (five feet spacing or closer) may be designated as' "clusters" withi the estimated total numbernoted. This information shall be summarized in tabular form on the plan; b. Any proposed changes ini the natural gradeaffectingtrees to be retained; A statement of why any protected trees are to be removed; during development (Section 21.42); and  NA NA NA NA NA  d. A statement oft thei measures tol bet takent to comply with thet tree protectioni requirements e. Identification ofa any required landscape buffer areas (Section 21.47)together witha detail oft the actual proposed buffer in compliance with Section 21.45. 13. Industrial activities shall: include a fire suppression plan, hazardous materials plan, emission  discharge plan, and noise plan (Section 21.64).  NA 14. Subdivisions of land shall meet the requirements of Section 22, Part1. NA 15. Mobile home parks shall meet the requirements of Section 22, Part2, NA 16. Recreational vehicle park shall meet thei requirements of Section 22, Part3.  NA NA  17. With regard to signs:  a. Ab blueprint ori ink drawing ofthep plans and specifications oft the sign, andt the methodof its construction and attachment to the building or ground. The plans shall show all pertinent structurald details, windj pressurerequirements, displayr materialsinaccordance with the requirements of this Land Development Code and the building and electrical  Page2of3    codes adopted by the City. The plan shall clearly illustrate the type of sign or sign structure as defined in this Land Development Code; the design of the sign, including dimensions, colors and material; the aggregate sign area; the dollar value of the sign; maximum and minimum heights oft the sign; and sources ofillumination;  NA  b. For ground signs, aj plan to scale which indicates clearly:  (1) The location oft the sign relative toj property lines, rights-of-way, streets, alleys, sidewalks, vehicular access and parking areas and other existing ground signs on (2) All protected trees that will be damaged or removed fort the construction and  the parcel; display oft the signs; and (3) The speed limit on adjacent streets. C. For building signs, aj plan to scale which indicates clearly:  NA  (1) The location of the sign relative toj property lines, rights-of-way, streets, alleys, sidewalks, vehicular access andj parking areas, buildings and structures on the (2) The number, size, type andl location of all existing signs on the same parcel, except as single business unit and ar multiple occupancy complex shall not be required to (3) Abuildinge elevation or other documentation indicating the building dimensions. Thes site plan does not show the location ofproposedsigns. Ifnone will bej provided Ifthe site will include signs, please be advised per. Section 23.15 of the. Land Development Code, aconditional use permit will bei required prior to the erection of any permanent: sign. Therefore, the sign review for this proposeddevelopment will be 18. Certification that the property is ori is not in an environmental constraint area as definedin Section 24.01;ifthe property isi in an environmental constraint area, identify that the area complies with required setbacks (Section 24.03 and 24.04), and complies with Section  parcel;  delineate the signs of other business units; and  then please so state on the site plan.  part ofas separate conditional use permit application.  24.02.  NA 19. Ifthe project is one half(1/2)acre, or larger ins size or five (5) or more dwelling units or  single family lots, an endangered species habitat study. the consistency and concurrency requirements of Section 25.  20. Certification that thej proposed development is consistent withi the Comprehensive Plan and  Page 3of3    CITY OF ARCHER  CONDITIONAL USE PERMIT PLAN CHECKLIST  The conditional use permit required tol be submitted byt ther requirements of these land development regulations shall include the following elements from Section 26.04 of the land development regulations:  1. Generally:  a. AI recent aerialj photograph encompassing thep project area andi identifying thej project area and total land areas. The scale shall bei no smaller than one (1) inch equals one hundred (100) feet; b. As soil map oft thes site (existing U.S. Soil Conservation Servicel Maps are acceptable);  / N/A  C. Ar map of vegetative covering including adjacent wetlands; d. Al legal description oft thep property tol be developed; Grading plans that specifically: include perimeter grading;  . Paving, road, and building plans showing thel location, dimensions, and specifications ofr roads  and buildings, including elevations; g. Floor area, height andt types ofbuildings;  h. Identification ofz zoning designation of property and all: adjoining property including property Certification that the subject property is, ori is not, within al historic district; and Certification that complies with all dimensional requirements of Section 19. 2. Certification that thej property does or does notl lie within an area of special flood hazard, andi ifthe property is within a special flood hazard area, certification of compliance with Section 20. 3. Acertification that handicapped accessibility requirements havel been met (Section 21.02: and Section  across any street;  21.06(5).  4. Driveway access toj public streets (Section 21.03)  An off-street parking and loading plan (Section. 21.06 and Section 21.07).  N/A 6. Plans for drive-up windows (Section 21.10).  N/A 7. Classification of any streets tol be constructed (Section 21.16) with detailed plans showing streets and  drainage facilities (Section 21.17).  N/A 8. Plans for any sidewalks tol be constructed (Section 21.18).  9. Fire hydrants andj proposed locations thereof (Section 21.19) and fire safety lanes and access (Section  21.20).  10. Solid wastes storage facilities (Section 21.21-23).  Page 1 of3    11. A stormwater management plan (Section 21.30) meeting the stormwater design criteria of Section  21.29.  12. With regard to tree protection:  a. Thel location andi identity by common name ofall protected trees tol bei retained andi thoset tol be removed. Groups oft trees in close proximity (five feets spacing or closer) may be designated as "clusters" with the estimated total number noted. This information shall be summarizedi in  tabular form ont thej plan;  N/A N/A / N/A  b. Any proposed changes in the natural grade affecting trees tot be retained; C. A statement of why any protected trees are tol bei removed;  d. A statement of the measurest tol be takent to comply with the tree protection requirements during e. Identification ofa any required landscapel buffer areas (Section 21.47)t together with a detail ofthe  development (Section 21.42); and  actual proposed buffer in compliance with Section 21.45.  N/A 13. Industrial activities shalli include af fires suppression plan, hazardous materials] plan, emission discharge  plan, andi noise plan (Section 21.64).  N/A 14. Subdivisions ofl lands shall meett thei requirements of Section 22,1 Part1. N/A 15. Mobile home parks shall meet thei requirements of Section 22, Part2. N/A 16. Recreational vehicle park shall meet thei requirements of Section 22, Part3.  N/A 17. With regard to signs:  N/A  a. A blueprint or ink drawing of the plans and specifications of the sign, and the method ofi its construction and attachment to the building or ground. The plans shall show all pertinent structural details, wind pressure requirements, display materials in accordance with the requirements oft thisl land development code: and the building and electrical codes adopted! by the City. The plan shall clearly illustrate the type ofs sign or sign structure as defined ini thisl land development code; the design of the sign, including dimensions, colors and material; the aggregate sign area; the dollar value oft the sign; maximum and minimum heights of the sign;  ands sources ofi illumination;  N/A  b. For ground signs, aj plan tos scale whichi indicates clearly:  (I) Thel location oft the sign relative toj property lines, rights of way, streets, alleys, sidewalks, vehicular access and parking areas and other existing ground signs on the parcel; (2) All protected trees that willl be damaged or removed fort the construction and display oft the  signs; and  (3) Thes speed limit on adjacent streets.  N/A  C. For building signs, aj plan to scale which indicates clearly:  (1) Thel location oft thes sign relative toj property lines, rights-of-way, streets, alleys, sidewalks, vehicular access and parking areas, buildings ands structures ont thej parcel;  Page 2 of3    (2) Ther number, size, type and] location ofa all existing signs on the same parcel, except a single business unita and a multiple occupancy complex shall noth be required to delineatei the signs (3) Abuilding elevation or other documentation indicating the building dimensions. 18. Certificationi thatt thej property is ori ist noti in an environmental constraint area as definedi in Section 24.01; ift thej property is in an environmental constraint area, identify the area comply withi required 19. Ifthe projecti is one half(1/2) acre or larger in size, or five (5) or more dwelling units or single family 20. Certification that thej proposed development is consistent witht the Comprehensive Plan andt the  ofother business units; and  setbacks (Section 24.03 and 24.04), and comply with Section 24.02.  N/A V  lots an endangered species habitat study.  consistency and concurrency: requirements of Section 25.  Page 3 of3    EN aé MTEIS   M  IALi  au        2VOMO        - 2855  -   E          un    ouonpu MONOMOMMAOOAA:    il  awo wwi WRZRV2OE Juds: ozvo1    S  B    aitBE fRRaE faBia HEI s Est 15451 FEEI I:: gn1 EE g::: B E:I a jn T! jan R: :5 - Ba   1:: 1:5    HILh    owsa    N  BE  D02        !    EN  - -  AEDOVEVOMO        ZVOMO anguewwepapluar    29  C  AnpMBARIPRNDAuNT    a  suawor  Duds" azvo  amplwnawrpa.uar    PROPERTY OWNER AFFIDAVIT  Owner Name:Universe Transportation, LLC Agent Name: eda consultants, inc. Parcel No.:0470-009-001 Acreage:1.01+ Requested Action:  Address:  Phone: 352-871-8800  10081 SW 98TH AVE GAINESVILLE. FL3 32608  Address:720: SW 2nd Ave, South Tower, Ste 300 Phone: 352-373-3541  Gainesville, FL32601  S:09  T:11  R:18  Conditional Use Permit/Zoning & Setbacks Verification behalf for the purposes of this application.  Ihereby certify that: lam the owner of the subject property or a person having a legal or equitable interest therein. I authorize the above listed agent to act on my  Property owner  Domk  signature:  Printed name: KVETOSLAU CECHAK  Date: 07-15-2024  The foregoing affidavit is acknowledged before me, by means of Ephysical presence or 0 online notarization, this 15 day of JuLY by KVETOSLAV CECHAK who islare personally known to me,  2024  or who has/have produced LICENSE  as identification.  Mlise Watin  NOTARY SEAL)  Signature of Notary Public, State of FL  MELISSA WATSON Notary Pubilc- State ofF Florida Commission #H HHO 014708 My Comm. Expires Oct 19, 2024 Bondedt through National Notary Assn,    5 .org  Departmenti ofs State 1 Division of Corporations I Search Records 1 Search by Entity Name 1  Detail by Entity Name Florida Limited Liability Company UNIVERSE TRANSPORTATION, LLC Filing Information Document Number FEIEIN Number Date Filed Effective Date State Status Last Event Event Date Filed Principal Address 10081 SW 98THAVE GAINESVILLE, FL3 32608 Mailing Address 10081 SW 98TH AVE GAINESVILLE, FL3 32608 Registered. Agent Name & Address CECHAK, KVETOSLAV 10081 SW 98THA AVE GAINESVILLE, FL32608 Name Changed: 08/15/2019 Authorized Person(s) Detail Name & Address Title MGR CECHAK, KVETOSLAV 10081 SW 98THAVE GAINESVILLE, FL32608 Annual Reports Report Year 2021 2022  L15000151260 47-5055955 09/03/2015 09/03/2015 FL ACTIVE REINSTATEMENT 08/15/2019  Filed Date 02/01/2021 01/30/2022    2023 Document Images 01/30/2023- -A ANNUAL REPORT 01/30/2022- -ANNUALREPORI 02/01/2021 --ANNUALI REPORT 01/27/2020- - ANNUALREPORI 08/15/2019- - REINSTATEMENT  01/30/2023  Viewi imagei in PDF format Viewi imageir in PDF format Viewi imagei in PDFI format Viewi image in PDF format Viewi imagei in PDF format  09/03/2015: - Floridal Limited Liability Viewi image inf PDF format    TAX. COLLECTOR Sereraet Conry ASh FLORIDA STERLING AWARD RECIPIENT  Search - AccoutSuma  Real Estate Account #04700009001 Owner: JNIVERSE 7RANSPORTAICN.-- Situs: 15917SWA ARCHERRD ARCHER3 32618 Parcel details ProperlyAppraiser  Getb billsbye email  Amount Due  Youra account is paidi ini full. There is nothing due att thist time. Your last payment wasr made on1 11/17/2023fors $1,879.25. Applyfort thez 2024instalment, paymentplan  Account History BILL 2023A AnnualE Bill 2022 AnnualE Bill 2021 Annual Bill 2020 Annual Bill 2019 Annual Bill 2018 2018A Annual Bill Certificate #1322 2017 2017 Annual Bill Certificate #1266 tai Amount Due  AMOUNTD DUE $0.00 Print(PDF) 5000 Print(PDE) S000 Print/PDF) 5000 Print(PDF) 3032 Print(PDF) Print.(PDE) Paic 14.363 Print(PDE) 53.20    AMOUNTD DUE Paids $1.151.75 5000 Print_(PDE) sesc Print(PDF) 5020 Print(PDF) Paios 580236 5000 Print(PDF) Paid5729.01 5000 Print(PDE) Paid $751.82 $000 Print(PDF) Paid$761.82 50.00 a Print_(PDF) Paid$772.40 $0,00 2 Print_(PDF) Paid! $805.08 53.00 Print(PDE) Paid581952  Print/PDF) Su Sa  BILL 2016A Annual Bill 2015 AnnualBill 2014 2014 Annual Bill Certificate #1505 2013 2013AnnualB Bill Certificate #1422 2012 2012AnnualBil Certificate#1401 2011 2011Annuall Bill Certificate: #1641 2010 2010Annual Bill Certificate#1777 2009 2009 Annual Bill Certificate #1909 2008 2008 Annual Bill Certificate #1973 2007 2007A Annual Bill Rerund Certificate#1390 amqusi  rcess ng Fee T mums232 SRas    RECORDED IN OFFICIAL RECORDS INSTRUMENT # 3328614 4PG(5) April 06 2021 01:56. 44 PM JK JESS Book IRBY, 4876 ESQ. Page, Clerk. 1688 oF Court ALACHUA COUNTY, Florida Doc Stamp-Deed: $700.00  Prepared by/Return to: G. Gregory Hale, Attorney AtLaw 34261 NW 43rd Street Suite A Gainesville, FL32606 (352)376-9576 File No.: 21-021  WARRANTY DEED  This indenture made on April5,2021, by  Quality Storage and Min-Warehouses, Inc., a dissolved Florida corporation whose address is: 7257NW 4tb Blvd. #2 ,Gainesville, FL: 32607 Universe Transportation, LLC, al Florida Limited Liability Company whose address is: 10081 SW 98th Avenue Gainesville, FL32608  hereinafter called the' "grantor",to  hereinafter called the' "grantee": representatives, successors and assigns oft the same)  (Which terms "Grantor" and' "Grantee" shall include singular or plural, corporation ori individual, and either sex, and shall include heirs, legal Witnesseth, that the grantor, for and in consideration of the sum of Ten Dollars, ($10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Alachua County,  Florida, to-wit:  LEGALDESCRIPTION ATTACHED AS EXHIBIT"A" Parcel Identification Number: 04700-009-001 affairs pursuant to! Florida Statutes 607.1405.  Grantor is conveying the herein-described property to wind up and liquidate its business and Subject to all reservations, covenants, conditions, restrictions and easements of record and to all applicable zoning ordinances and/or restrictions imposed by governmental authorities, ifany.  Tol Have and to Hold, the same in fee simple forever.  And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever: and that said land is free of all encumbrances except taxes accruing subsequent to  December 3. 2020.  FLFADEED-Warany Corporate Revis April 4.2 2021  File No.: Pagelof2 21-021    3328614 Page 20 of4  In Witness Whereof, the said Grantor has caused this instrument to be executed in its name by its duly authorized officer and caused its corporate seal to be affixed the day and year first above written.  Quality Storage and Mini-Warehouses, Inc., a dissolved Florida corporation  President  ZI  Signed, sealed and delivered in our gresence: Pd Print Name: Dianne W Hale  Witness Signature State of Florida County of Alachua  Witness Print Narhe  Eh  THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED before me by means of B physical presence or D online notarization on April 5, 2021 by StacyStacy P. Girouard, as President, on gh behalf of Quality Storage and Mini-Warehouses, Inc., a dissolved Florida corporation, (X ) who is personally known to me or( )whol has produced a valid Florida drivers license as identification.  GUY GREGORYHALE Commission: #GG2 265887 Expires October1 19,2 2022  GUY GREGORY MALE,  OTANYFUBUC  Bonded ThuT TrgyFainln Insurance 800-3 385-7019 My Commission Expires: 10-19-2022  FLFA DEED-Warranty Corporate Rev. April4.2021  Filel No.: Page2of2 21-021    3328614 Page 3 of4 4  EXHIBIT "A" LEGAL DESCRIPTION  A tract of land lyingi in Section 9, Township 11 South, Range 18 East, Alachua County, Florida, being Commencing ati the Southwest corner of the SE 1/4 of Section 9, and thence run N 89°56'04". E: along the South line ofs said Section 9, a distance of33.95 feet to a concrete Right-of-Way (R/W) monument on the Northerly R/W line ofa an old abandoned railroad; thence-run N 49°17'26" E: along said! Northerly R/W line, a distance of1104.09 feet to an iron pin at the Southwesterly corner of lands as described in Official Records Book (O.R.B.),2388, page 653 of the public records of Alachua County and the POINT OF BEGINNING; thence run) N 49°19'01" E: along said Northerly R/W line, a distance of181.31 feet; thence run N: 34°09'31" W, a distance of 226.59 feet to the Southerly end ofa 60-foot R/W; thence run S 55050'29" W along the Southerly line ofs said R/W, a distance of 30.00: feet to the Southwesterly corner of said R/W; thence run N 34°09'31" W along the Westerly side ofs said R/W, a distance of1 17.24 feet; thence run S 55°50'29" W, a distance of1 138.04 feet to the Westerly line ofs said lands as described! in O.R.B. 2388, page 653; thence run S31932'28" Ealong said Westerly line, a distance of264.71 feet to Together with an easement fori ingress, egress, and public utilities over and across thei following described A tract of land lying in Section 9, Township 11 South, Range 18 East, Alachua County, Florida, being Commencing at the Southwest corner oft the! SE 1/4 of Section 9, and thence run. N 8905604"Ea along the South line ofsaid Section 9, a distance of33.95 feet to a concrete Right-of-Way (R/W) monument on the Northerly R/W line of an old abandoned railroad; thence run N 49°17'26" E along said Northerly R/W line, a distance ofl 1104.09 feet to an iron pin at the Southwesterly corner of lands as described in Official Records Book (O.R.B.)2388, page 653 oft the public records of Alachua County, Florida; thence run N 31°32'28" W along the Westerly line of said lands as described in O.R.B. 2388, page 653, a distance of 553.10 feet to the Southerly R/WI line of State Road No. 24 and thel Northwest corner of said lands as described in O.R.B. 2388, page 653; thence run N: 55050'29" E: along the Southerly line ofs said R/W, a distance of1 176.82 feet to the POINT OF BEGINNING; thence run S3 34°09'31" E, a distance of6 66.87 feet to the beginning ofa a curve concave Westerly, having ai radius of1 12.00 feet, a central angle of 59059'18" and a chord bearing and distance of S 04°59'02" E, 12.00 feet; thence run Southerly along said curve, an arc distance of 12.56 feet to the end ofs said curve; thence run S: 25°49'47" W, a distance of 11.50 feet to the beginning ofa curve concave Easterly, having ai radius of 72.00 feet, a central angle of 59°59'18". and a chord bearing and distance ofs 04°59'02" E, 71.99 feet; thence run Southerly along said curve, an arc distance of75.38 feet to the end of said curve; thence run S 3400931"E, a distance of 159.97 feet; thence run N 55050'29" E, a distance of 60.00 feet; thence run) N3 34°09'31" W.a distance of 159.97 feet to the beginning of a curve concave Easterly, having a radius of 12.00 feet, a central angle of 59059'18" and a chord bearing and distance ofN 04°59'02" W, 12.00 feet; thence run Northerly along  more particularly described as follows:  thel POINT OF BEGINNING.  property:  more particularly described as follows:    said curve, an arc distance of 12.56 feet to the end ofs said curve; thence run N 2504947"E, a distance of 11.50 feet tot the beginning ofac curve concave Westerly, having a radius of 72.00 feet, a central angle of 59959'18" and a chord bearing and distance ofN 04°59'02" W, 71.99 feet; thence run Northerly along said curve, an arc distance of75.381 feet to the end ofs said curve; thence run N 34°09'31" W, a distance of 66.87 feet to the aforementioned Southerly R/W line of State Road No. 24; thence: run S 55050'29" W along said Southerly R/W, a distance of 60.00 feet to1 the POINT OF BEGINNING.    eda  consultantsinc.  DRAINAGE DESIGN NOTES  for  Archer Road Storage  Engineer of Record: Claudia Vega, PE Cert. No. 51532  Project Site  Submitted to: City of Archer Suwannee River Water Management District Submitted:    eda  consultants inc.  DRAINAGE DESIGN NOTES  Prepared for Archer Road Storage  This item has been digitally signed and sealed by Claudia Vega, PE on the date Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Professional Engineer of Record:  adjacent to the seal.  Claudia Vega, PE Cert. No. 51532    TABLE OF CONTENTS  Contents  Introduction Design Criteria Site Characteristics Drainage Analysis  Attachments  Attachment A Attachment B Attachment C Attachment D Attachment E Attachment F Attachment G Attachment H Attachment  Geotechnical Report  Pre- and Post-Development Drainage Maps  Soils Map  Pre-Development PONDs Model Post-Development PONDs Model Recovery Analysis WQTV PONDS Model  Time of Concentration Calculations BMP Trains Model Report    INTRODUCTION  The Archer Road Storage development consists of the construction of a vehicular storage site with The proposed project is located in the City of Archer on tax parcel 04700-009-001. The address of the project site is 15917 SW Archer Rd, Archer, FL 32618 and the Section, Township, and Range of the project are S9, T11S, R18E. Figure 1- Tax Parcel Map by Alachua County Property Appraiser shows the tax parcel. Figure 2, on the next page, shows an Aerial of the  associated paving, grading, drainage, and utility improvements.  project site.  4700-9-4 1.17 #  9  Archer Road Storage Project Site  1.00    00-6-2 5.59  AB9  SN  C  Figure 1- Tax Parcel Map from Alachua County Property Appraiser    Project Site  Figure 2- Aerial of Project Site    DRAINAGE DESIGN NOTES  A. PROJECT NAME B. PROJECT LOCATION County: Alachua Sections: General Location:  Archer Road Storage City of Archer, Florida  9  Township: 11 South Range: 15917 SW Archer Road Archer, FL 32618  18 East  C. GENERAL PROJECT INFORMATION  The proposed development consists of the construction of a vehicular storage site with  associated paving, grading, drainage, and utility improvements.  D. DRAINAGE AND DESIGN CRITERIA  The design criteria for the proposed pond is based off of the Suwannee River' Water Management District (SRWMD) Applicant Handbook Volume 1& Il, the Alachua County Stormwater Treatment Code (AC), and the City of Archer Land Development Code and AC407940)SRWMD 5.1(b): All stormwater management systems must be designed to meet  Stormwater Criteria (Article IV, Section 21). 1. Water Quality Treatment Volume (WQTV) the following applicable minimum treatment criteria:  1. Offline Treatment: 0.5 inches of runoff or 1.25 inches times impervious area, 2. On-line Treatment: 0.5 inch additional treatment volume over that required in off-  whichever is greater.  2. Recovery  AC407.91e)9: Water quality treatment volumes for retention basins must be recovered within 72 hours following the end of the storm event, assuming average antecedent moisture conditions. For open lake and closed lake dry basins, total retention/detention volumes for storm events up to the 100-year, 24-hour, storm event, must be recovered within 14 days, following the end of the storm event, assuming average antecedent moisture conditions. For dry basins with no outfall, the above criteria for recovery shall apply or sufficient retention volume shall be provided above the stage of recovery at the end of 14 days for a subsequent 100-year, 24-hour SRWMD 5.1.2: Retention ponds shall comply with all applicable requirements of Parts II, II, and IV oft this Volume. The bottom ofr retention ponds is not required to be flat. The lowest elevation oft the bottom of retention ponds shall be no less than one foot above the SHGWT. The retention pond shall have a minimum freeboard of one foot above the maximum stage in order toi function properly during storms greater than the design storm. Retention ponds shall be equipped with an emergency discharge system designed to pass runoff resulting from storm events larger than the design storm. Overflow structures shall be designed such that the top of  storm event.  3. Freeboard and Overflow Criteria  the structure is below the top oft the pond and above the maximum stage.  61    4. Design Storms  SRWMD 3.2: For projects which serve exclusively agricultural, forest, conservation, or recreational land uses, a design storm with a 10-year, 24-hour rainfall depth with SCS type II distribution falling on average antecedent moisture conditions shall be used. For projects which serve all other land uses, a design storm with 100-year critical duration rainfall depth with SCS type II distribution falling on average antecedent moisture conditions shall be used. The District requires specific storm events to be analyzed in order to determine the storm of critical duration. The storm frequency (return period) is the probability that a storm depth would be equaled or exceeded in a given period of time. The relationship between design storm frequency and duration and rainfal! distribution data is provided in Appendix B. The applicant shall analyze the 100-year frequency (one percent annual chance) analysis of the 1-,2-,4-,8-, AC Stormwater Treatment Code/SRWMD 5.9.3: For projects using retention Best Management Practices (e.g. a retention pond) in the Sensitive Karst Area, treat the first 1" of runoff with one  and 24-hour durations for all stormwater systems.  5. Sensitive Karst Area  or more Low Impact Design techniques.  E. SITE SOILS INFORMATION  ECS conducted a subsurface investigation on the site and summarized their findings int the report No. 35:21903 dated April 19, 2024. A copy oft the report is provided in Attachment. A. The existing site is a partially developed lot with the northeastern portion cleared land and the southern and western border is heavily wooded. There are several existing containers and a mobile home trailer to be removed. Two of the storage containers will be kept and relocated.  F. EXISTING SITE CONDITIONS  G. DRAINAGE DESCRIPTION 1. Pre-development Conditions  The site has a topography ranging from an elevation of 94 to 92 feet and is located in a sensitive Karst area. There is one pre-development area, which sheet flows offsite to the southeast. The proposed stormwater conveyance system consists of one above ground dry retention basin with a 2 foot undercut of Archer Sand that will provide water quality treatment, recovery, and attenuation as required by the SRWMD, and City of Archer. The stormwater basin will self- contain, and will not discharge at any rate or volume due to the fact that the basin does not Pre and Post-development conditions have been met as required by the Suwannee River Water  2.! Post-development Conditions  Management District and the City of Archer, Florida.  71    H. DRAINAGE DESIGN  1) PRE DEVELOPMENT DRAINAGE AREA PRE DRAINAGE AREA-1 Existing Impervious Open Space TOTALS Open Space CN  Area (sf) 4,641 43,486 48,126 %ofArea  Area (ac) 0.11 1.00 1.10 CN 39 61  Curve CN 98.0 47.7 52.6 FinalCN 47.7  Type A (Open-Good condition). 60.40% Type B (Open-Good Condition) 39.60% 2) POSTI DEVELOPMENT DRAINAGE AREAS POST DRAINAGE AREA-1 Impervious Open Basin TOTALS  Area (sf) 20,856 16,323 10,948 48,126  Area (ac) 0.48 0.37 0.25 1.10  Curve CN 98.0 47.7 100.0 81.4  Runoff Coefficient 0.95 0.20 1.00 0.71  3) POST DEVELOPMENT BASIN STORAGE DATA  Basin 1 consists of a retention pond that complies with SRWMD and Alachua County criteria, with a minimum freeboard of one foot above the maximum stage in order to function properly during design storms. It will be equipped with an emergency discharge system designed to pass runoff resulting from storm events larger than  the design storm. Stage (MSL) 87.75 88.75 89.75 90.75 91.75 PERIMETER  Area (sf) 4710.01 5923.37 7210.55 8561.84 10947.90 492.58  Area (ac) 0.11 0.14 0.17 0.20 0.25 EQUIV.LENGTH  Volume (cf) 0 5,317 11,884 19,770 29,525 211.37  Volume (ac-ft) 0.00 0.12 0.27 0.45 0.68 EQUIV. WIDTH  Karst Ele.  WQTV  Maintenance Path Elevation 34.92  4) WATER QUALITY TREATMENT VOLUME  Basin 1 provides water quality treatment volume per SRWMD and Alachua County criteria for dry retention basins. This criteria includes two thresholds, whichever of the two is greater plus an additional 0.50" over the  total drainage area for online dry retention systems:  Volume V1 = Volume V2 = Volume V3: =  0.50 inches over the total area, or 1.25 inches over the impervious area 0.50 inches over the total area  11    Drainage Area DA1  Volume V1 (cf) 1417.73  Volume V2 (cf) 2172.49  Volume V3 (cf) 1417.73 =  Treat. Vol 3590.22  Treat. Vol Treat. Vol 5316.69  Required (cf) Provided (cf) Stage [Greater ofV1 or V2] + V3  88.50  Treatment Volume Required  5) POST-TREATMENT SIZING AND NUTRIENT REMOVAL INPUT CALCULATIONS  Projects using retention BMPS within Sensitive Karst Areas are required to treat thei first inch of runoff from the project area with one or more low impact design techniques separate from the proposed dry retention basin(s). Pre-treatment sheet flows freely to the southwest. The post-treatment is provided by Post Drainage Area-1.  Requirement =  1.00 inch over the total disturbed (non stormwater) project area  Impacted Karst Area (sf) 48,126  Volume 4,011  Volume 5,317  Required (cf) Provided (cf)  The program BMPTrains was utilized to analyze the nutrient removal efficiency of the proposed stormwater  treatment facility. The calculated inputs for each drainage area are below:  Pre Drainage Area 1 DCIA: Post Dev Drainage Area 1 (sf): 48,126 Provided Retention Depth Over the Drainage Area (in): 6) SUBSURFACE INVESTIGATION INFORMATION  9.6%  Post Drainage Area 1 DCIA: 43.34%  12.00  Based on the Soils Report No. 35:21903, dated April 19, 2024, prepared by ECS Florida, LLC., the recommendations. oft the soil characteristics for the post development existing depressions are summarized  below:  Soil Report No. 35:21903 Post-Development Basin ID Post DA-1  Soil Boring Average Ground El. Depth of Confined layer (ft) Confined Layer Elevation Depth of Groundwater (t) SHGWT Elevation Vertical Infiltration Rate (ft/d) Safety Factor Design Vertical Rate (ft/d) Vertical Infiltration Rate of Undercut (ft/d) Safety Factor Design Vertical Infiltration Rate of Undercut (ft/d) *Used' Vertical Infiltration Rate Horizontal Infiltration Rate Safety Factor Design Horizontal Rate (ft/d) Fillable porosity (%)  S-01-S-03 92.50 12.50 80.00 12.00 80.50 2.00 2.00 1.00 20.00 2.00 10.00 3.25 4.00 2.00 2.00 20.00  *Used vertical infiltration rate is the weighted average of the vertical infiltration rate provided by the geotechnical report and the vertical infiltration rate of the undercut material (2' undercut  with Archer Sand).  21    7) STRUCTURE INFORMATION  The stormwater management facilities do not require any structures for discharge. 8) RECOVERY OF TREATMENT VOLUME FOR DRY RETENTION SYSTEM  The criteria for the recovery of the system is the recovery of the required water quality volume within 72 hours  following the critical storm event. Total WQTV (ac-ft): Recovery Time (hrs): 9) STORM ROUTING RESULTS  Total Recovery  0.12 9.60  The computer program PONDS was used to route the critical design storms, the input data and results can be seen in Attachment E. The 'Runoff. Area' is analyzed to compare the pre-existing runoff. Discharge rate and volume are non-existent with the proposed design because there is no structure for discharge.  PRE DA-1VS. POST DA-1 Rates Pre (cfs) Post (cfs) 2.35 0.00 2.15 0.00 1.56 0.00 1.92 0.00 0.69 0.00 Post DA-1 Basin 3A Stage Freeboard (ft) 89.77 1.98 90.13 1.62 90.56 1.19 90.76 1.00 90.70 1.05  Storm Event 100YR-01HR 100YR-02HR 100YR-04HR 100YR-08HR 100YR-24HR Storm Event 100YR-01HR 100YR-02HR 100YR-04HR 100YR-08HR 100YR-24HR 10) BASIN RECOVERY  Volumes Pre (ac-ft) Post (ac-ft) 0.08 0.13 0.20 0.28 0.48 Rate (cfs) 0.00 0.00 0.00 0.00 0.00  0.00 0.00 0.00 0.00 0.00 Volume (ac-ft) 0.00 0.00 0.00 0.00 0.00  One-half of the total volume within seven days following the end of each design storm event and the total  volume within 14 days following the end of each design storm event. Basin 1-Total Volume within Thirty Days Recovery Storm Half Recovery Recovery  Event 100YR-01HR 100YR-02HR 100YR-04HR 100YR-08HR 100YR-24HR  Stage (days) Time (days)  0.72 0.82 1.02 3.52 8.02  0.32 0.32 0.92  31    11) BASIN MAINTENANCE PLAN  The basin shall be mowed regularly to avoid excessive vegetative growth. Mowing schedule should be monthly Basin shall be cleaned out annually of any accumulated sedimentation buildup. If the basins are showing excessive sedimentation accumulation at the basin bottom, the basin bottom shall be scraped clean more often Basin side slopes shall be maintained with a good stand of grass. Seasonal grasses shall be planted to avoid Basins that do not drawdown properly and maintain standing water for an extended period of time may require remedial action. The engineer shall be notified to help coordinate remedial action in the event this occurs. The required landscaping shall be maintained in a sound condition at all times. Any dead landscaping materials  during winter months and more frequently (biweekly) during summer months.  as the condition dictates.  erosion (winter rye, summer millet).  shall be replaced immediately to assure public safety. Estimated Annual Maintenance Cost: $7,000.  41 2:9    Attachment A  Geotechnical Report    ECS Florida, LLC Geotechnical Engineering Report Archer Road Storage - Stormwater  15917 SW Archer Road Archer, Alachua County, Florida ECS Project Number 35:35438  April 19,2024  ECS    ECS ECS FLORIDA, LLC  One Fm. One MssIC.  Gentechrical-: Corstractinal -AMEer  April19,2024  Mr.. Jerry Cechak Universe Transportation, LLC 10081 SWS 98th Ave. Gainesville, Florida 32608  ECS Project No. 35:35438 Client ID: 35:Z5UB-00  Reference: Geotechnical Engineering Report  Archer Road! Storage- - Stormwater 15917 SW Archer Road Archer, Alachua County, Florida  Dear Mr. Cechak:  ECS Florida, LLC (ECS) has completed the subsurface exploration, laboratory testing, and geotechnical engineering analyses for the above-referenced project. Our services were performed in general accordance with our Proposal No. 35:21903, dated March 11, 2024. This report presents our understanding of the geotechnical aspects of the project, the results of the field exploration and aboratory testing conducted, and our recommendations to assist with earthwork construction. It has been our pleasure to be of service to Universe Transportation, LLC during the design phase of1 this project. We would appreciate the opportunity to remain invoived during the continuation oft the design phase, and we would like to provide our services during construction phase operations as well to verify the assumptions ofs subsurface conditions made fort this report. Should youl have any questions concerning thei information contained int this report, or ifv we can be of further assistance to you, please contact us.  Respectfully: submitted, ECSFlorida, LLC. a Jag Mueller, Geotechnical. Staff Project Manager Imueler@eciinied.om Bunfne huinn Brandon. M. Quinn, P.E. Geotechnical Department Manager bauimn@erslimted.om Distribution:  Thisi item has been digitally signed and sealed by Corey Alan Dunlap ont the date Printed copies of this document. are not considered: signed and sealed and the  adjacent to the seal.  signature must be verified on any electronic copies.  E.I.  Principal Engineer Registered Florida No. 77678 dunlop@esimied.com  G  Addressee  1pdf  125.37-    Archer Road Storage Stormwater ECS Project No. 35:35438  April 19, 2024 Pagei  TABLE OF CONTENTS  EXECUTIVE! SUMMARY 1.0 INTRODUCTION. 1.1 General. 1.2 Scope Of Services. 1.3 Authorization. 2.0 PROJECT INFORMATION 2.1 Project Location.. 2.2 Site Conditions 2.3 Project Description. 3.0 FIELD EXPLORATION. 3.1 Field Exploration Program.. 3.1.1 Hand Augers.... 3.2 Regional/Site Geology. 3.3 Soil Survey Mapping.. 3.4 Karst Geology 3.5 Subsurface Characterization. 3.6 Groundwater Level. 4.0 LABORATORY TESTING. 5.01 DESIGN RECOMMENDATIONS. 5.1 General. 5.2 Site Design Considerations. 5.2.1 Stormwater Management Facilities. 5.2.2 Borrow Suitability.  10 10 10 10 11 12  6.0 CLOSING. APPENDICES  Appendix A- - Drawings & Reports  Site Location Diagram Hand Auger Location Diagram Subsurface Cross-Section(s) Reference Notes for Hand Augers Subsurface Exploration Procedure: Hand Auger Hand Auger Logs  Appendix B - Field Operations  Appendix C-L Laboratory Testing  Laboratory Test Results Summary Permeability Test Results    Archer Road Storage- Stormwater ECS Project No. 35:35438  April 19, 2024 Page1  EXECUTIVE SUMMARY  The following summarizes the main findings of the exploration, particularly those that may havea cost impact on the planned development. Please refer to the complete report for more detailed ECS Florida, LLC (ECS) has completed the subsurface exploration for the proposed stormwater management facilityl located at 15917SW, Archer Road, Archer, Alachua County, Florida. The project information summarized below is based exclusively on the information made available to us by Cathy Jackson with eda consultants inc. at the time of this report. Our findings, conclusion and  discussion.  recommendations are summarized below. PROJECT INFORMATION:  Site Location: Scope:  15917 SW Archer Road, Archer, Alachua County, Florida  Stormwater management facility  SUBSURFACE CONDITIONS:  Field Exploration: Three (3) hand augers for the proposed stormwater management Site Conditions: Developed site with existing shipping containers and other structures scattered acrosst the site. The area oft the proposed. stormwater management facility is partially wooded with surface cover consisting oft trees and grass.  facility augered to 151 feet below existing grade.  Probable Fill: Natural Soils: and SANDY FAT CLAY (CH). Groundwater: explored.  Not encounteredi within the depths of hand augers. FINE SAND (SP), FINE SAND WITH CLAY (SP-SC), CLAYEY SAND (SC) Not encountered at each hand auger location within the depths  DESIGN & CONSTRUCTION RECOMMENDATIONS:  Stormwater Management Facilities: Estimated bottom of basin depth: Base Elevation of Aquifer Vertical Infiltration Rate Horizontal Hydraulic Conductivity Specific Yield  =4 41 feet beneath current grade =1 12.5t feet beneath current grade =2f feet/day =4f feet/day =20%  Avg. Seasonal High Groundwater Table = 12.5 feet beneath current grade  Considering the results of the test hand augers, clayey soils (i.e. soils with greater than 15% soil fines) will likely be present at the basin bottom. Therefore, we recommend the basin bottom and sidewalls be undercut: ar minimum of2f feet and backfilled with: sands and sands with silt (SP, SP-SM) having a maximum of 10% soil fines and a minimum vertical infiltration rate equal tot that used for design. The intent of this undercutting and replacement is (1) to provide a uniform sand layer at the basin bottom that allows for lateral migration of water; (2) and reduce the potential for soil fines leaching out of the soils when standing wateri is present int the basin which can result ina at thin layer of confining material on the basin bottom reducing the effectiveness of the basin. The  parameters above consider the undercut will be performed.    Archer Road Storage Stormwater ECS Project No. 35:35438  April 19, 2024 Page2  1.0 INTRODUCTION  1.1 GENERAL  The purpose of this study was to provide geotechnical information to assist with stormwater management design. Thisr report containsi the results of our subsurface explorations and laboratory testing programs, site characterization, engineering analyses, and project recommendations. The recommendations developed for this report are based on project information supplied by  Cathy Jackson with eda Consultants Inc. 1.2 SCOPE OF SERVICES  To obtain the necessalygeotechnica information required for design:  Three (3) hand augers were performed to depths of 15 feet beneath grade in the area of AI laboratory-testing program was also implemented to characterize the physical and engineering This report discusses our exploratory: and testing procedures, presents our findings and evaluations  the planned stormwater management facility.  properties of the subsurface soils. andi includes thet following.  Al brief review and description of our field and laboratory test procedures and the results  of testing conducted.  Areview of surface topographical features and site conditions. Areview of area and site geologic conditions. Final copies of ouri test hand auger logs.  Areview of subsurface soil stratigraphy with pertinent available physical properties. Recommendations for design and construction of stormwater management facilities. Recommendations for site preparation and construction of compacted fills, including an evaluation of on-site soils for use as compacted fills and delineation of potentially unsuitable soils and/or soils exhibiting excessive moisture at the time of sampling.  1.3 AUTHORIZATION  Our services were provided in accordance with our Proposal No. 35:21903, dated March 11, 2024, as authorized by Kvetoslav (Jerry) Cechak on March 20, 2024, and includes the Terms and  Conditions of Service outlined with our Proposal.    Archer Road: Storage- Stormwater ECS Project No. 35:35438  April 19, 2024 Page 3  2.0 PROJECT INFORMATION  2.1 PROJECTI LOCATION  The project sitei is located southwest of the SW Archer Road and Southwest 154th Street intersection in Archer, Alachua County, Florida. The site is bordered to the north by commercial property and SW Archer Road, to the east by undeveloped cleared land, to the south by undeveloped wooded land and SW Archer Lane, and tot the west by undeveloped wooded land. The general site location  is shown on1 the Site Location Diagram in Appendix A.  2.2SITE CONDITIONS  At the time of our exploration, the site was developed with existing shipping containers and other structures scattered across the site. The area of the proposed stormwater management facility is partially wooded with: surface cover consisting of trees and grass. Surface water was not observed Based on the site survey, we understand the site generally slopes downward to the south. Review of the Concept with Topo document prepared by eda consultants inc, dated March 2024, indicates the existing ground surface grades generally range from El. +921 to +93 feet (unknown datum). Two  on the site at thet time of our exploration.  existing dry retention basins are located near the project site.  2.3 PROJECT DESCRIPTION  Project information was provided by Cathy Jackson with eda consultants inc. via several discussions and an email dated March 7, 2024. We were provided with a copy ofas site plani for the subject site, prepared by eda consultants inc. last dated March 4, 2024. This plan indicated the boundary limits for the property, the existing roadways adjacent to the site, the layout of the proposed We understand the proposed construction includes a stormwater management facility approximately 0.2 acres in size. The bottom of basin elevation for the stormwater management facility was not provided at the time of this report. The estimated bottom of basin depth used in If estimated project information varies from these conditions, then the recommendations in this report may need to be re-evaluated. We should be contacted if any of the above project  construction, and the requested hand auger locations.  our analysis was 4f feet below existing grade.  information is incorrect sO that we may reevaluate our recommendations.    Archer Roads Storage- Stormwater ECS Project No.. 35:35438  April 19, 2024 Page4  3.0 FIELD EXPLORATION  3.1 FIELD EXPLORATION PROGRAM  We performed at field exploration on March 29, 2024. The approximate hand auger locations are indicated ont the attached Hand Auger Location Diagram in Appendix A. Our personnel determined the hand auger locations using readily available aerial photographs and handheld GPS capable devices. The hand auger locations on the referenced Hand Auger Location Diagram should be considered accurate only to the degree implied byt the method of measurement used.  3.1.1 Hand Augers  The auger borings were performed manually byt the use ofa hand auger andi in general accordance with the latest revision of ASTM D 1452, "Soil Investigation and Sampling by Auger Borings". Representative samples of the soils brought to the ground surface by the augering process were containerized and sealed, and transported to our laboratory where they were examined by our  engineer to verify the driller's field classification. 3.2 REGIONAL/SITE GEOLOGY  The site is located near the southwestern portion of Alachua County. This area of Alachua County maps as the Ocala Limestone geological region'. The following description is from the Geological  Survey.  Figure 3.2.1 Regional Geology  uc  Thc  Qu Qu To  Qtr  Approximate Site Location  ts  To a  TC  Qu  TQI  To Qu  Thc  Thc  To - Ocala Limestone Dall and Harris (1892) referred to the limestones exposed near Ocala, Marion County, in central peninsular Florida as the Ocalal Limestone. Puri (1953, 1957) elevated the 1Open-File Report 80, Thomas! M.Scott, P.G. No. 99, Text to Accompany the Geological Map of Florida, Florida  Geological Survey, 2001.    Archer Road. Storage Stormwater ECS Project No. 35:35438  April 19, 2024 Page5 5  Ocala Limestone to groups status recognizingi its component formations on1 the! basis oft foraminiferal faunas (biozones). Scott (1991) reduced the Ocala Group to formational status in accordance with North American Stratigraphic Code (North American Commission on Stratigraphic Nomenclature, The Ocala Limestone consists of nearly pure limestones and occasional dolostones. It can be subdivided into lower and upper facies on the basis of lithology. The lower member is composed of a white to cream-colored, fine to medium grained, poorly to moderately indurated, very fossiliferous limestone (grainstone and packstone).Thelower: facies may not be present throughout the areal extent of the Ocala Limestone and may be partially to completely dolomitized in some regions (Miller, 1986). The upper facies is a white, poorly to well indurated, poorly sorted, very fossiliferous limestone (grainstone, packstone and wackestone). Silicified, limestone (chert) is common in the upper facies. Fossils present in the Ocala Limestone include abundant large and smaller foraminifers, echinoids, bryozoans, and mollusks. The large foraminifera Lepidocyclina sp. isa abundant in the upper facies and extremely limited in the lower facies. The presence of these The Ocala Limestone is at or near the surface within the Ocala Karst District in the west-central to northwestern peninsula and within the Dougherty Plain District in the North-central panhandle (Scott, inj preparation). In these areas, the Ocala Limestone exhibits extensive karstification. These karst features often have tens of feet (meters) of relief, dramatically influencing the topography of the Ocala Karst District and the Dougherty Plain District (Scott, in preparation). Numerous The permeable, highly transmissive carbonates of the Ocala Limestone form an important part of  (1983).  large foraminifers in the upper facies is quite distinctive.  disappearing streams and springs occur within these areas.  the FAS. Iti is one oft the most permeable rock unitsi ini the FAS (Miller, 1986).  3.3 SOIL SURVEY MAPPING  Based on the Web Soil Survey for Alachua County, Florida, as prepared by the U.S. Department of Agriculture Natural Resource Conservation Service?, the predominant soil types existing within the site area are described int thet following table. The site areai isi illustrated superimposed oni the USDA-  NRCS Soil Survey Map included as Figure 3.3.1:  2Soil Survey of Alachua County, Florida. Soil Conservation Service, U.S. Department of Agriculture.    Archer Road! Storage- Stormwater ECS Project No.. 35:35438  April 19, 2024 Page6  Figure 3.3.1 Soil Survey Map  Table 3.3.1 Soil Survey Data  Estimated Groundwater Levels) >80  Soil ID  Hydrologic Seasonal High Soil Classification A  Soil Type Arredondo fine percent slopes 3.4 KARST GEOLOGY  Typical Profile Oto 62 inches: fines sand 691 to 80i inches: sandy clay  Hydrology Well  3 sand, Oto5 62to 69 inches: loamy fine sand drained (1) Inches below ground: surface at time ofs survey.  The site is located in an area of North Central Florida known to have karst geology. Karst terrain is characterized by voids, soil domes, soil raveling, interrupted drainage, disappearing streams, and topographical features such as sinkholes and closed depressions. These features are the result of the dissolution of soluble bedrock such as limestone by groundwater and/or the infiltration of As water enters fractures, bedding planes, and other bedrock discontinuities within soluble bedrock, its slowly dissolves ther rock and enlarges the discontinuities. Overg geologic time, this results int thet formation ofsolution channels or underground passages andi ravines which may develop into surficial manifestations such as sinkholes and closed depressions. The dissolution of bedrock is generally a very slow process. However, soil may be eroded or raveled into the enlarged bedrock fractures, creating soil domes. Eventually, soil in these features can be lost through groundwater movement, resulting in surface depressions and potential sudden ground subsidence.  surface water.    Archer Road Storage- - Stormwater ECS Project No. 35:35438  April 19, 2024 Page7  The soils derived from and overlying the carbonate bedrock are typically a clayey and silty soil with varying amounts of sand and rock fragments. The bedrock within the general geographic region is characterized byj jointed andi faulted soluble carbonate lithologiesi interbedded with non-carbonate lithologies. These carbonate formations are generally moderately to highly solution prone. The degree of weathering or solutioning is often controlled by! lithological variations and: structural orientations. Where structural discontinuities intersect or in areas which are highly fractured, solutioning is intensified creating low areas and seams that are typically filled with residual clayey soils. Conversely, more competent, high areas represent slightly- to non-fractured lithologies that Theu underlyingcarbonate formations ofi thep projectgeographic: carea are: susceptible tol Karst-related sinkhole development. Dry retention ponds are especially susceptible due to the concentrated infiltration area of stormwater which can accelerate the development of sinkholes. Contributing characteristics and factors controlling the development include subsurface structural deformation, joint sets, and thick carbonate bedding within the area. The hand augers did not reveal overt signs ofs soils associated with karst activity or carbonate rocks within the depths explored. No subsidence incidents are within three miles to the subject site according to the FDEP map. A walking tour of the site was performed. Close depressions or open collapses that appeared to be This geotechnical analysis ofi the site was not intended to evaluate the subsurfacet for potential karst conditions. ECS would be happy to prepare a proposal for these services upon request.  are often coarser grained and only slightly solution prone.  related to karst activity were not observed.  3.5 SUBSURFACE CHARACTERZATION  The subsurface conditions encountered were generally consistent with published soil survey information and geological mapping. A graphical presentation of the generalized subsurface conditions is presented on the Generalized Subsurface Profiles. Detailed hand auger records are included in Appendix B. Its should be understood that the soil conditions willvaryb between the hand auger locations. The following table summarizes the soil conditions encountered.  Table 3.4.1 Subsurface Stratigraphy  Approximate Depth Range Stratum (ft) Oto0.25 0.25to5 2.5to15 10to15  Description Topsoil: 3i inches  N/A Deeper topsoil or organic laden soils are most likely present in wet, poorly  drained areas and potentially unexplored: areas oft the site. FINE SAND, FINE SAND WITH CLAY (SP, SP-SC), Moist  II III  CLAYEY SAND (SC), Moist SANDY FAT CLAY (CH), Moist    Archer Roads Storage- Stormwater ECS Project No.. 35:35438 3.6 GROUNDWATER LEVEL  April 19, 2024 Page8  Measured Groundwater: Groundwater was not encountered at each hand auger location within the depths explored. We note that groundwater levels will fluctuate due to seasonal climatic variations, surface water runoff patterns, construction operations, and other interrelated factors. The groundwater depth at each! hand auger location is noted ont the Generalized: Subsurface Profiles Estimated Seasonal High Groundwater: The normal seasonal high groundwater leveli is affected by ar number of factors. The drainage characteristics of the soils, land surface elevation, relief points such as drainage ditches, lakes, rivers, swamp areas, etc., and distance to relief points are some of Based on our interpretation of the site conditions, including the boring logs and Soil Survey information, we estimate the seasonal high groundwater table will be a perched condition1 that will temporarily develop on top of the clay soils after periods of intense or sustained seasonal rainfall. Based on the borings performed at the site, we estimate the perched seasonal high groundwater table will range between 10 feet and greater than 15 feet beneath existing ground surface. It is possible that groundwater levels may exceed the estimated seasonal high groundwater levels as a  and on the Soil Hand Auger Logs.  the more important factors influencing the seasonal high groundwater level.  result of significant or prolonged rains.    Archer Roads Storage- Stormwater ECS Project No. 35:35438  April: 19, 2024 Page9  4.0LABORATORY TESTING  The laboratory testing performed by ECS for this project consisted of selected tests performed on samples obtained during our field exploration operations. The following paragraphs briefly discuss The samples from the hand augers were visually classified on the basis of texture and plasticity in accordance with the Unified Soil Classification System (USCS) in general accordance with ASTMD D 2488. Additionally, thet following laboratory tests were performed to aid in classifying the soils and Three (3) percent soil fines passing the No. 200: sieve determinations (ASTMD1140) Three (3) natural moisture content determinations (ASTM D2216) Three (3) coefficient of permeability test (FM 5-513)  the results of the completed laboratorytesting program.  to further evaluate their engineering properties:  The laboratory tests indicate the tested soils consist of clayey sand and clayey sand/sandyi fat clay. Thei tested clayey sand contains approximately: 341 to 49, percent soil fines, naturalm moisture contents of about 161 to 18 percent, and a hydraulic conductivity value of approximately The results of the laboratory testing are: shown int the Summaryoflaboratony Test Data included in  0.15t to 2.41 feet per day.  Appendix C.    Archer Road Storage- Stormwater ECS Project No. 35:35438  April 19, 2024 Page. 10  5.0 DESIGN RECOMMENDATIONS  5.1 GENERAL  Our eotechnicalengherngs evaluation oft the sitea and subsurface conditions at the property, with respect to the planned construction and our recommendations for site preparation are based on (1) our site observations, (2) the field and laboratory test data obtained, (3) our understanding of the project information as presented in this report, and (4) our experience with similar soil Ifthes stated grading conditions are incorrect or should thel location ofthes stormwater management facility be changed, please contact us so that we can review our recommendations. Also, the discovery of any site or subsurface conditions during construction that deviate from the data obtained during this geotechnical exploration should also be reported to us for our evaluation. The recommendations in the subsequent sections of this report present design and construction techniquest that are appropriatet fort the planned construction. We recommend that ECS bep provided the opportunity to review the earthwork specifications to verify that our recommendations have  conditions.  been properly interpreted andi implemented. 5.2 SITE DESIGN CONSIDERATIONS 5.2.1 Stormwater Management Facilities 5.2.1.1 Soil Parameters for Design  Considering the findings of the test hand augers, laboratory tests, review of readily published information, and our experience with these types of soils, we recommend the following soil  parameters be used for stormwater design.  Estimated bottom of basin depth equal to 41 feet beneath current grade.  Base elevation ofe effective or mobilized aquifer (average depth of confining layer) equal to  12.51 feet beneath current grade.  Unsaturated vertical infiltration rate of21 feet per day. Horizontal hydraulic conductivity equal to 41 feet per day. Specific yield (fillable porosity) of 20 percent.  Average seasonal high groundwater table depth equal to 12.51 feet beneath current grade. The measured permeability/vertica infiltration rates should not be construed to represent the actual pond exfiltration rate. For pond design calculations, we recommend ai factor of safety be applied to the above permeabilitvy/vertica infiltration rate value(s) to account for remolding and compaction of the natural soils and/or disturbance and surface smearing during construction. Undercutting: Considering the results of the test hand augers, clayey soils (i.e. soils with greater than 15% soil fines) will likely! be present at the basin bottom. Therefore, we recommend the basin bottom and sidewalls be undercut a minimum of 2 feet and backfilled with sands and sands with silt (SP, SP-SM) having a maximum of 10% soil fines and a minimum vertical infiltration rate equal    Archer Road Storage Stormwater ECS Project No. 35:35438  April 19, 2024 Page 11  to that used for design. The intent of this undercuttingandr replacement is (1) to provide a uniform sand layer at the basin bottom that allows for lateral migration of water; (2) and reduce the potential for soil fines leaching out of the soils when standing water is present in the basin which can result in a thin layer of confining material on the basin bottom reducing the effectiveness of  the basin. The parameters above consider the undercut willl be performed.  5.2.2 Borrow: Suitability  Based on the hand auger results and classification of the soil samples, soils ranging from sands to clays are expected to be excavated from the site, in particular the stormwater management areas. Ad description of each soil type that could be excavated from the site with respect to fill suitability  isp presented below:  The sands (SP) and sands with clay (SP-SC) are considered acceptable for use as fill soil. These soils were encountered in the hand augers from 0 to 5 feet beneath the existing ground surface. The soils containing surficial organic material will require removal and are unsuitable: as structural fill. The organic soils could be usedi in landscape berms. The clayey sands (SC) having a maximum of 30 percent soil fines may also be used as structural fill; however, we note that these soils will be more difficult to compact due to their tendency to retain soil moisture and they willl likely require drying. Depending on the anticipated time for completing the site work portion of the project and the drying time required to reduce the potential for pumping and yielding of these soils during placement and compaction operations, these soils may not be feasible for use as fill material. Soils containing surficial organic material (topsoil) will require removal, and are considered unsuitable for use as embankment fill. The organic soils may be used in landscape berms. Clayey sands with greater than 30 percent soil fines are especially moisture sensitive and typically at least marginally plastic. We do not recommend using clayey soils with greater than 30 percent soil fines as structural fill unless these materials are thoroughly mixed with sandy soils. We can provide soil mixing recommendations to engineer more suitable fill We do not recommend reuse of sandy clays to clays (CL or CH) as structural fill material Its should be anticipated that the soils excavated from below the groundwater level will have moisture contents in excess oft the Modified Proctor optimum moisture content. Any reuse oft these materials will likely require stockpiling or spreading to draint the excess moisture. Generally, the wet soils should be dried to bring the soil moisture content within +2 percent of the soil's optimum  materials aty your request.  because of their high plasticity and high affinity for moisture.  moisture content (ASTM D1557) to facilitate placement and compaction.    Archer Road Storage Stormwater ECS Project No. 35:35438  April 19, 2024 Page 12  6.0CLOSING  Our geotechnical exploration has been performed, our findings obtained, and our recommendations prepared, in accordance with generally accepted geotechnical engineering principles and practices. ECS is not responsible for any independent conclusions, interpretation, opinions, or recommendations made by others based on the data contained in this report. Our scope of services was intended to evaluatei the soil conditions within1 the zone of soili influenced by the proposed stormwater management facilities. Our scope of services does not address geologic conditions, such as sinkholes or soil conditions existing below the depth of the soil hand This report does not reflect any variations that may occura adjacent to or between soil hand augers. The discovery of any site or subsurface condition during construction that deviates from the data obtained during this geotechnical exploration should be reported to us for our evaluation. Ifany of the project description information discussed in this report isi inaccurate, either duei to our interpretation oft the documents provided or site or design changes that may occur later, ECSS should be contactedi immediately: SO we can reviewi ther reporti in light of the changes and provide additional ora alternate recommendations as may ber required to reflect the proposed construction. We recommend that ECS be allowed to review the project's plans and specifications pertaining to our work so that we may ascertain consistency oft those plans/speciications with thei intent oft the Field observations, monitoring, and quality assurance testing during earthwork are an extension of and integral to the geotechnical design recommendation. We recommend that the owner retain these quality assurance services and that ECS be allowed to continue our involvement throughout these critical phases of construction to provide general consultation as issues arise. ECS is not responsible for the conclusions, opinions, or recommendations of others based on the data int this  augers.  geotechnical report.  report.    APPENDIX A - Figures  Site Location Diagram Hand Auger Location Diagram Subsurface Cross-Section(s)        Service Uyer ERGGE HERE, Garmin, (Openstreawap ont  93  Beres e 9  enc  CrRe in Flel  d  6 - 8-08  PARCEL BENTIFIÇARON NOS  94700-009-001 acres as Jrvey ea  1.00+  -4-8'x45'2 storgge, containet  CONTAINERS  0  a o    -  Legend  6 (S)Approximate Hand Auger Locations  25  SORL Feet  Approximate Cross-Section Location  A VZS  ENGINEER BMQ SCALE ASNOTED PROJECT NO. 35:35438 FIGURE 2 DATE 3/25/2024  HAND AUGER LOCATION DIAGRAM ARCHER ROAD STORAGE - 15917 SW ARCHER ROAD, ARCHER, FLORIDA UNIVERSE TRANSPORTATION, LLC  ECS    E0-S.  2o-S.  ZE8L    APPENDIX B - Field Operations Reference Notes for Hand Augers Subsurface Exploration Procedure: Hand Augers Hand Auger Logs    ECS ECS FLORIDA, LLC  Cres, OneMission  Ger: enncal OAsUPAlIRAS-FaNmenea-33bws  FIELD EXPLORATION PROCEDURES  Hand Auger Boring  The auger borings were performed manually by the use of a hand auger and in general accordance with the latest revision of ASTM D 1452, "Soil Investigation and Sampling by Auger Borings". Representative samples of the soils brought to the ground surface by the augering process were containerized and sealed, and transported to our laboratory where they were examined by our  engineer to verify the driller's field classification.    ECS  REFERENCE NOTES FOR BORING LOGS  MATERIAL'2  DRILLING SAMPLING SYMBOLS & ABBREVIATIONS  SS Split Spoon Sampler ST Shelby Tube Sampler WS Wash Sample BS Bulk Sample of Cuttings PA Power Auger (no sample) HSA Hollow Stem Auger DESIGNATION Boulders Cobbles Gravel: Coarse Fine Sand: Coarse Fine  PM Pressuremeter Test RD Rock Bit Drilling RC Rock Core, NX, BX,AX REC Rock Sample Recovery' % RQD Rock Quality Designation %  ASPHALT CONCRETE GRAVEL TOPSOIL VOID BRICK  PARTICLE SIZE IDENTIFICATION PARTICLE SIZES 121 inches (300r mm) orl larger 3i inches to 12i inches (75r mm to 300 mm) %i inch to 31 inches (19r mmt to 751 mm) 4.75 mmt to 19 mm (No. 4 sieve to %i inch) 2.00 mmi to 4.75 mm (No. 10t to! No. 4s sieve) 0.074 mmt to 0.425 mm (No. 200 to No. 40 sieve)  AGGREGATE BASE COURSE GW WELL-GRADED GRAVEL gravel-sand mixtures, little orr nof fines GP POORLY-GRADED GRAVEL gravel-sand mixtures, little orr no fines GM SILTY GRAVEL gravel-sand-sit mixtures GC CLAYEY GRAVEL gravel-sand-clay mixtures SW WELL-GRADED: SAND gravelly sand, little or nof fines SP POORLY-GRADED: SAND gravelly sand, little or nof fines SM SILTY SAND sand-silt mixtures SC CLAYEY: SAND sand-clay mixtures ML SILT non-plastici ton medium plasticity MH ELASTIC SILT high plasticity CL LEAN CLAY lowt to medium plasticity CH FAT CLAY high plasticity OL ORGANIC SILT or CLAY non-plastic tol lowp plasticity OH ORGANIC SILT or CLAY high plasticity PT PEAT highly organic soils  Medium 0.425 mmt to2 2.00 mm (No. 40 to! No. 10s sieve) Silt & Clay ("Fines") <0.074 mm (smaller than al No. 200 sieve)  COHESIVE SILTS & CLAYS UNCONFINED COMPRESSIVE SPTS CONSISTENCY STRENGTH, QP* (BPF) (COHESIVE) <0.25 0.25-<0.50 0.50-<1.00 5-8 1.00-<2.00 9-15 2.00-<4.00 16-30 Very Stiff 4.00-8.00 31-50 >8.00 SPTS <5 5-10 11-30 31-50 >50  COARSE FINE (%) <5 10-20 10-25 25-45 30-45  RELATIVE GRAINED GRAINED  AMOUNT' Trace With Adjective (ex: "Silty"?  (%) <5  <2 2-4  Very Soft Soft Firm Stiff Hard >50 Very Hard  WATERI LEVELS WL (First Encountered) WL (Completion) WL (Seasonal High Water) WL (Stabilized)  GRAVELS, SANDS &N NON-COHESIVE SILTS  DENSITY Very Loose Loose Medium Dense Dense Very Dense  FILL ANDI ROCK  FILL  POSSIBLE FILL  PROBABLE FILL  ROCK  Classifications and symbols perA ASTM D2 2488-17 (Visual-Manuall Procedure) unless noted otherwise. Non-ASTM designations arei includedi ins soil descriptions ands symbols along with ASTMS symbol [Ex: (SM-FILL). *Typicallye estimated viap pocket penetrometer orl Torvane shear testa ande expressedi int tons pers square! foot (tsf).  2To bec consistent withg general practice, POORLY GRADED" has been removed from GP, GP-GM, GP-GC, SP, SP-SM, SP-SC soil types on the boringl logs. SStandard Penetration Test (SPT) refers tot ther number of hammer biows (blow count) ofa 1401 Ib. hammert falling 30i inches on a2i inch OD splits spoon sampler required to drive the sampler 12i inches (ASTM D 1586). "N-value" is another term for" "blow count" andi is expressedi inb blows perf foot (bpf). SPT correlations per 7,4.2 MethodB The waterl leveis aret those! levels actually measuredi int thet borehole att thet times indicated byt the symbol The measurements arer relatively reliable whena augering, without addingf fluids, ing granular soils. Inc ciay and cohesive silts, the determination of water levels may require several days fort the  andr need to bec correctedi ifu using ana autol hammer. Minorc deviationi fromA ASTM D: 2488-17 Note1 14. ePercentages aree estimated tot ther nearest 5%p per ASTMD2488-17. Reference Notesf forE Boring Logs (09-02-2021).doc  water levelt tos stabilize. Ins such cases, additional methods ofr measurement: are generally employed.  02 2021 ECS Corporate Services, LLC. AIF Rights Reserved    CLIENT: Universe Transportation,tC PROJECT NAME: Archer Road Storage- Stormwater SITE LOCATION: 15917 SWA Archer Road, Archer, Florida, 32618 LATITUDE:  PROJECT NO.: 35:35438 HAND AUGERI NO.A S-01 LONGITUDE:  SHEET: 1of1 SURFACE ELEVATION: 92 STATION: 82.512150  29.539513  DESCRIPTION OFI MATERIAL  Topsoil- 3 inches (SP) FINE SAND, brown, moist (SP) FINE SAND, light brown, moist  S-1  S-2  (SC) CLAYEY FINE SAND, gray, orange, and red, moist  K=1.811 ft/day 5 87-  S-3  49 16.4  10 82  S-4  (CH) SANDY FAT CLAY,E gray and red, moist  S-5  15 REMARKS:  END OF HAND AUGER AT 15FT  THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDRY LINES BETWEEN! SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL  EXCAVATION EFFORT: E- EASYM-MEDIUMD- DIFFICULT VD-VERY DIFFICULT  V WL( (FirstE Encountered) WL (Completion)  K WL( (Seasonal High)  13.50 ECS REP: JNM HAND AUGER LOG  DATE COMPLETED: UNITS: CAVE-IN-DEPTH:  NE  Mar 292 2024  English Not Observed    PROJECT NO: 35:35438 HANDA AUGER NO.: 5-02 LONGITUDE:  SHEET: 1of1 SURFACE ELEVATION: 93 STATION: -82.511953  CLIENT: Universe' Transportation, LLC PROJECT NAME: Archer Road Storage- Stormwater SITE LOCATION: 159175 SWA Archer Road, Archer, Florida, 32618 LATITUDE:  29.539525  DESCRIPTION OF MATERIAL  Topsoil- -3i inches (SP)F FINE SAND, brown, moist (SP) FINE: SAND, light brown, moist  S-1 S-2 S-3  (SC) CLAYEY FINE SAND, orangish tan, moist (SC) CLAYEY FINE SAND, gray, orange, and red, moist  K=2.38f ft/day  45 17.7  5- 88  S-4  S-5  10-3 83 (CH) SANDY FAT CLAV, gray, orange, and red, moist  5-6  (SC) CLAYEY FINE SAND, orange and red, moist  S-7  15 REMARKS:  END OF HAND AUGER AT 15FT  LINES REPRESENT THE APPROXIMATE BOUNDRY LINES BETWEEN SOILTYPES. IN-SITU THE TRANSITION MAY BEGRADUAL  THE STRATIFICATION  WL( (First Encountered) WL( (Completion)  EXCAVATION EFFORT:E E-EASY M- MEDIUM D- DIFFICULT VD- -VERY DIFFICULT  V WL (Seasonal High)  10.00 ECSREP: JNM HAND AUGER LOG  DATE COMPLETED: UNITS: CAVE-IN-DEPTH:  Mar 292 2024  English: Not Observed  NE    CLIENT: Universe Transportation, LLC PROJECT NAME: Archer Road Storage- Stormwater SITE LOCATION: 15917 SW Archer Road, Archer, Florida, 32618 LATITUDE:  PROJECT NO.: 35:35438 HAND/ AUGERI NO. 5-03 LONGITUDE:  SHEET: 1of1 SURFACE ELEVATION: 92 STATION: 82.511844  29.539697  DESCRIPTION OFI MATERIAL  Topsoil- -3i inches (SP) FINE SAND, dark brown, moist (SP) FINE SAND, light brown and! brown, moist  S-1  5-2  (SP-SC) FINE SANDI WITH CLAY, tan, moist  S-3  5 87 (SC) CLAYEY FINE SAND, gray, red, and orange, moist  K=0.15/day  34 17.4  10- 82-  S-4  45 REMARKS:  END OF HAND AUGER AT15FT  THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDRY LINES BETWEEN SOILT TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL  EXCAVATION EFFORTE-E EASY M- MEDIUM D- DIFFICULT VD- VERY DIFFICULT  L WL( (First Encountered) WL (Completion)  y WL (Seasonal High)  >15ft ECSREP: JNM HAND AUGER LOG  DATE COMPLETED: UNITS: CAVE-IN-DEPTH:  NE  Mar 292 2024  English Not Observed    APPENDIX C-I Laboratory Testing Laboratory Test Results Summary Permeability Test Results    la a   6 o 3 6  9  s    ECS ECS FLORIDA LLC  PERMEABILITY OF GRANULAR SOILS (CONSTANT HEAD METHOD)  Project No.: Location: S-01 Description:  35438  Tested By:  DS  4/17/2024  6.5f feet- 7.5f feet  From: Pushed Tube  Project: Archer Road Storage Stormwater Client: Universe Transportation, LLC  Height, cm: = 14.88 Diameter, cm= = 7.26 Mold Number: = Tube Test Number: = N/A  Area, cm2=_ 41.45  91.44  Wt. of Sample + Mold= 1513.85 Weight of Mold= 438.35 Weight of Sample = 1075.5  Time Minutes Seconds Temperature Volume, ml Permeability  Kt= QL/thA  3:00PM 3:10PM 3:20PM 3:30PM 3:40P PM 3:50PM 4:00PM  0 10 20 30 40 50 60  0 600 1200 1800 2400 3000 3600  22 22 22 22 22 22  98.5 199.6 306.4 414.0 521.4 630.6  6.145E-04 6.225E-04 6.372E-04 6.456E-04 6.506E-04 6.557E-04 1.81 16.5  Where: Kt: = coefficient ofp permeability at temperature, T Q= volume of discharge, cm3 L=I length of soil sample, cm t=t time, sec h=t totall head, cm A= cross-section area, cm2  Average Permeability, K20, cm/sec= 6.38E-04 Average Permeability, K20, ft/day Average Permeability, K20, in/hour= 9.04E-01  Dry Density = 93.4 pcf  Moisture: -  K20-[UUU20Kt Where:  0.00066 0.000655 0.00065 0.000645 0.00064 0.000635 0.00063 0.000625 0.00062 0.000615 0.00061  Ut=) Viscosity of water att temp, T U20=Viscosity of water at 20C  300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600  7064 Davis Creek Road Jacksonville, FL: 32256 (904) 880-0960 Office (904) 880-0970 Fax Number    ECS ECS FLORIDA LLC  PERMEABILITY OF GRANULAR SOILS (CONSTANT HEAD METHOD)  Project No.: Location: S-02 Description:  35438  Tested By:  DS  4/17/2024  4feet- 5f feet  From: Pushed Tube  Project: Archer Road Storage Stormwater Client: Universe Transportation, LLC  Height, cm: = 14.12 Diameter, cm= = 7.32 Mold Number: = Tube Test Number: = N/A  Area, cm2: = 42.03  91.44  Wt. of Sample + Mold = 1370.3 Weight of Mold = 391.2 Weight of Sample - 979.1  Time Minutes Seconds Temperature Volume, ml Permeability  Kt= QL/thA  3:00PM 3:10PM 3:20PM 3:30PM 3:40PM 3:50PM 4:00PM  0 10 20 30 40 50 60  0 600 1200 1800 2400 3000 3600  22 22 22 22 22 22  140.9 283.7 429.7 578.0 728.9 880.1  8.225E-04 8.279E-04 8.361E-04 8.435E-04 8.510E-04 8.562E-04 2.38 18.2  Where: Kt= coefficient of permeability at temperature," T Q= volume of discharge, cm3 L=le length ofs soil sample, cm t=t time, sec h=t total head, cm A= cross-section area, cm2  Average Permeability, K20, cm/sec= 8.40E-04 Average Permeability, K20, ft/day Average Permeability, K20, in/hour= 1.19E+00  Dry Density = 87.1 pcf  Moisture: =  K20-[UUU20Kt Where:  0.00086 0.000855 0.00085 0.000845 0.00084 0.000835 0.00083 0.000825 0.00082  Ut= Viscosity of water at temp, T U20: =Viscosity of watera at 20C  0 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600  7064 Davis Creek Road Jacksonville, FL 32256 (904)880-0960 Office (904) 880-0970 Fax Number    ECS FLORIDA, LLC  Sy hot Mt   ECS  Ccatrsas Cornbn *. Pigrgss  PERMEABILITY OF GRANULAR SOILS (CONSTANT HEAD METHOD)  Project No.: Location: S3 Description:  35438  Tested By:  DS  4/17/2024  5'-6'  From: Pushed" Tube  Project: Archer Road Storage - Stormwater Client: Universe Transportation, LLC  Height, cm: = 8.83 Diameter, cm= = 7.06 Mold Number: = Tube Test Number: = N/A  Area, cm2: = 39.16  91.44  Wt. of Sample + Mold: = 1148.25 Weight of Mold = 444.6 Weight of Sample = 703.65  Time Minutes Seconds Temperature Volume, ml Permeability  Kt= QL/thA  3:00PM 3:10PM 3:20PM 3:30PM 3:40PM 3:50PM 4:00PM  0 10 20 30 40 50 60  0 600 1200 1800 2400 3000 3600  22 22 22 22 22 22  14.5 27.4 39.9 51.9 63.2 74.0  5.663E-05 5.369E-05 5.212E-05 5.085E-05 4.954E-05 4.830E-05 0.15 17.4  Where: Kt= = coefficient of permeability at temperature, T Q= volume of discharge, cm3 L=I length of soil sample, cm t=t time, sec h=t total head, cm A= cross-section area, cm2  Average Permeability, K20, cm/sec = 5.19E-05 Average Permeability, K20, ft/day = Average Permeability, K20, in/hour= 7.35E-02  Dry Density: = 108.1 pcf  Moisture: =  K20-[UtU20Kt Where:  0.000058 0.000057 0.000056 0.000055 0.000054 0.000053 0.000052 0.000051 0.00005 0.000049 0.000048 0.000047  Ut= Viscosity of water at temp, T U20: = Viscosity of water at2 20C  0 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600  7064 Davis Creek Road Jacksonville, FL 32256 (904) 880-0960 Office (904) 880-0970 Fax Number    Attachment B  Pre-and Post-Development Drainage Maps    E    -  A    Attachment C  Soils Map    Hydrologic Soil Group- Alachua County, Florida  353380  353410  353440  353470  353500  530  353590  2903 32'30'N  29-3230N  SofMap.tayo Gobbe Valld at-Chis ScalGo  290 3220"N  29-3 32:20'N 353590  353380 N  353410  353440  353470 80 Feet: 200 300 Web Soil Survey National Cooperative Soil Survey  353500 353530 Meters 120  353560  Maps Scale: lA6OfphtdonApota85XIISE  100  Mapprojertion:" WebM Mercator Comero coordinates: WGS84 Edgetics: UTMZone 17NWGS84  USDA Natural Resources Conservation Service  4/23/2024 Page 1of4    3 D  -  8.808.1 .808e N2 8.8 00000 : : o :    Hydrologic Soil Group- Alachua County, Florida  Hydrologic Soil Group  Map unit symbol 3 30  Map unit name Arredondo fine sand,0 A to5p percent slopes Kendrick sand, 2to5 B percents slopes  Rating  Acres In AOI  Percent ofA AOI  3.0, 2.0 5.0  60.4% 39.6%! 100.0%  Totals for Area ofl Interest  Description  Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according tot the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have al high rate of water Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate ofv water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having al layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have as slow rate of Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have al high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. Ifa soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Onlyt the soils thati in their natural condition are in group D are assigned to dual classes.  precipitation from long-duration storms.  transmission.  water transmission.  Rating Options  Aggregation Method: Dominant Condition  USDA Natural Resources Conservation Service  Web Soil Survey National Cooperative Soil Survey  4/23/2024 Page 3of4    Hydrologic Soil Group-Alachua County, Florida  Component. Percent Cutoff: None Specified Tie-break Rule: Higher  USDA Natural Resources Conservation Service  Web Soil Survey National Cooperative Soil Survey  4/23/2024 Page 4of4    Attachment D  Pre-Development PONDs Model    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright2012 Devo Seereeram, Ph.D., P.E.  Project Data  Project Name: Simulation Description: Project Number: Engineer : Date: Aquifer Data  Archer Road Trailer Storage  AVC 06-05-2024  Supervising Engineer: CSV  Base Of Aquifer Elevation, [BI (ft datum): Water Table Elevation, [WTI (ft datum): Horizontal Saturated Hydraulic Conductivity, [Kh] (ft/day): Fillable Porosity, In] (%): Unsaturated Vertical Infiltration Rate, [MV (ft/day): Maximum Area For Unsaturated Infiltration, [AvI ():  80.00 80.50 2.00 20.00 3.25 10947.9  Geometry Data  Equivalent Pond Length, [4I(): Equivalent Pond Width, [W] (ft):  211.4 34.9  Ground water mound is expected toi intersect the pond bottom  Stage Vs Area Data  Stage (ftd datum) 87.75 88.75 89.75 90.75 91.75  Area (#2) 4710.0 5923.4 7210.6 8561.8 10947.9  Discharge Structures  Discharge Structure #1 is inactive Discharge Structure #2 is inactive Discharge Structure #3 is inactive  Archer Road Trailer Storage  06-05-2024 12:05:19 Page1    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Scenario Input Data  Scenario 1 : PRE-1hr-100yr Hydrograph Type: Inline SCS Modflow Routing: Notr routed Repetitions: Basin Area (acres) Time Of Concentration (minutes) 11.4 DCIA (%) Curve Number Design Rainfall Depth (inches) 4.4 Design Rainfall Duration (hours) 1.0 Shape Factor Rainfall Distribution Time After Storm Event (days) 0.250 0.500 0.750 1.000 1.250 1.500 1.750 2.000 2.250 2.500 2.750 3.000 3.250 3.500 3.750 4.000 4.250 4.500 4.750 5.000 5.250 5.500 5.750 6.000  1  1.100 9.6 52.6 UHG484 FDOT1Hour  Initial ground waterl level (ft datum) 80.50 (default)  Time After Storm Event (days) 6.250 6.500 6.750 7.000 7.250 7.500 7.750 8.000 8.250 8.500 8.750 9.000 9.250 9.500 9.750 10.000 10.250 10.500 10.750 11.000 11.250 11.500 11.750 12.000  Time After Storm Event (days) 12.250 12.500 12.750 13.000 13.250 13.500 13.750 14.000 14.250 14.500 14.750 15.000 15.250 15.500 15.750 16.000 16.250 16.500 16.750 17.000 17.250 17.500 17.750 18.000  Time After Storm Event (days) 18.250 18.500 18.750 19.000 19.250 19.500 19.750 20.000 20.250 20.500 20.750 21.000 21.250 21.500 21.750 22.000 22.250 22.500 22.750 23.000 23.250 23.500 23.750 24.000  Time After Storm Event (days) 24.250 24.500 24.750 25.000 25.250 25.500 25.750 26.000 26.250 26.500 26.750 27.000 27.250 27.500 27.750 28.000 28.250 28.500 28.750 29.000 29.250 29.500 29.750 30.000  Archer Road Trailer Storage  06-05-2024 12:05:21 Page2    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Scenario Input Data (cont'd.)  Scenario 2 : PRE-2hr-100yr Hydrograph Type: Inline SCS Modflow Routing: Notrouted Repetitions: Basin Area (acres) Time Of Concentration (minutes) 11.4 DCIA (%) Curve Number Design Rainfall Depth (inches) 5.4 Design Rainfall Duration (hours) 2.0 Shape Factor Rainfall Distribution Time After Storm Event (days) 0.250 0.500 0.750 1.000 1.250 1.500 1.750 2.000 2.250 2.500 2.750 3.000 3.250 3.500 3.750 4.000 4.250 4.500 4.750 5.000 5.250 5.500 5.750 6.000  1  1.100 9.6 52.6 UHG484 FDOT2H Hour  Initial ground water level (ft datum) 80.50 (default)  Time After Storm Event (days) 6.250 6.500 6.750 7.000 7.250 7.500 7.750 8.000 8.250 8.500 8.750 9.000 9.250 9.500 9.750 10.000 10.250 10.500 10.750 11.000 11.250 11.500 11.750 12.000  Time After Storm Event (days) 12.250 12.500 12.750 13.000 13.250 13.500 13.750 14.000 14.250 14.500 14.750 15.000 15.250 15.500 15.750 16.000 16.250 16.500 16.750 17.000 17.250 17.500 17.750 18.000  Time After Storm Event (days) 18.250 18.500 18.750 19.000 19.250 19.500 19.750 20.000 20.250 20.500 20.750 21.000 21.250 21.500 21.750 22.000 22.250 22.500 22.750 23.000 23.250 23.500 23.750 24.000  Time After Storm Event (days) 24.250 24.500 24.750 25.000 25.250 25.500 25.750 26.000 26.250 26.500 26.750 27.000 27.250 27.500 27.750 28.000 28.250 28.500 28.750 29.000 29.250 29.500 29.750 30.000  Archer Road Trailer Storage  06-05-2024 12:05:21 Page3    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Scenario Input Data (cont'd.)  Scenario 3 : PRE-4hr-100yr Hydrograph Type: Inline SCS Modflow Routing: Notr routed Repetitions: Basin Area (acres) Time Of Concentration (minutes) 11.4 DCIA (%) Curve Number Design Rainfall Depth (inches) 6.7 Design Rainfall Duration (hours) 4.0 Shape Factor Rainfall Distribution Time After Storm Event (days) 0.250 0.500 0.750 1.000 1.250 1.500 1.750 2.000 2.250 2.500 2.750 3.000 3.250 3.500 3.750 4.000 4.250 4.500 4.750 5.000 5.250 5.500 5.750 6.000  1  1.100 9.6 52.6 UHG4 484 FDOT4 41 Hour  Initial ground water level (ft datum) 80.50 (default)  Time After Storm Event (days) 6.250 6.500 6.750 7.000 7.250 7.500 7.750 8.000 8.250 8.500 8.750 9.000 9.250 9.500 9.750 10.000 10.250 10.500 10.750 11.000 11.250 11.500 11.750 12.000  Time After Storm Event (days) 12.250 12.500 12.750 13.000 13.250 13.500 13.750 14.000 14.250 14.500 14.750 15.000 15.250 15.500 15.750 16.000 16.250 16.500 16.750 17.000 17.250 17.500 17.750 18.000  Time After Storm Event (days) 18.250 18.500 18.750 19.000 19.250 19.500 19.750 20.000 20.250 20.500 20.750 21.000 21.250 21.500 21.750 22.000 22.250 22.500 22.750 23.000 23.250 23.500 23.750 24.000  Time After Storm Event (days) 24.250 24.500 24.750 25.000 25.250 25.500 25.750 26.000 26.250 26.500 26.750 27.000 27.250 27.500 27.750 28.000 28.250 28.500 28.750 29.000 29.250 29.500 29.750 30.000  Archer Road" Trailer Storage  06-05-2024 12:05:21 Page4 4    PONDS Version 3.3.0315 Retention Pond Recovery Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Scenario Input Data (cont'd.)  Scenario 4 : PRE-8hr-100yr Hydrograph Type: Inline SCS Modflow Routing: Not routed Repetitions: Basin Area (acres) Time Of Concentration (minutes) 11.4 DCIA (%) Curve Number Design Rainfall Depth (inches) 8.0 Design Rainfall Duration (hours) 8.0 Shape Factor Rainfall Distribution Time After Storm Event (days) 0.250 0.500 0.750 1.000 1.250 1.500 1.750 2.000 2.250 2.500 2.750 3.000 3.250 3.500 3.750 4.000 4.250 4.500 4.750 5.000 5.250 5.500 5.750 6.000  1  1.100 9.6 52.6 UHG484 FDOT8Hour  Initial ground water level (ft datum) 80.50 (default)  Time After Storm Event (days) 6.250 6.500 6.750 7.000 7.250 7.500 7.750 8.000 8.250 8.500 8.750 9.000 9.250 9.500 9.750 10.000 10.250 10.500 10.750 11.000 11.250 11.500 11.750 12.000  Time After Storm Event (days) 12.250 12.500 12.750 13.000 13.250 13.500 13.750 14.000 14.250 14.500 14.750 15.000 15.250 15.500 15.750 16.000 16.250 16.500 16.750 17.000 17.250 17.500 17.750 18.000  Time After Storm Event (days) 18.250 18.500 18.750 19.000 19.250 19.500 19.750 20.000 20.250 20.500 20.750 21.000 21.250 21.500 21.750 22.000 22.250 22.500 22.750 23.000 23.250 23.500 23.750 24.000  Time After Storm Event (days) 24.250 24.500 24.750 25.000 25.250 25.500 25.750 26.000 26.250 26.500 26.750 27.000 27.250 27.500 27.750 28.000 28.250 28.500 28.750 29.000 29.250 29.500 29.750 30.000  Archer Road Trailer Storage  06-05-2024 12:05:21 Page 5    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Scenario Input Data (cont'd.)  Scenario 5 : PRE-24hr-100yr Hydrograph Type: Inline SCS Modflow Routing: Not routed Repetitions: Basin Area (acres) Time Of Concentration (minutes) 11.4 DCIA (%) Curve Number Design Rainfall Depth (inches) 11.0 Design Rainfall Duration (hours) 24.0 Shape Factor Rainfall Distribution Time After Storm Event (days) 0.250 0.500 0.750 1.000 1.250 1.500 1.750 2.000 2.250 2.500 2.750 3.000 3.250 3.500 3.750 4.000 4.250 4.500 4.750 5.000 5.250 5.500 5.750 6.000  1  1.100 9.6 52.6 UHG484 FDOT 24 Hour  Initial ground water level (ft datum) 80.50 (default)  Time After Storm Event (days) 6.250 6.500 6.750 7.000 7.250 7.500 7.750 8.000 8.250 8.500 8.750 9.000 9.250 9.500 9.750 10.000 10.250 10.500 10.750 11.000 11.250 11.500 11.750 12.000  Time After Storm Event (days) 12.250 12.500 12.750 13.000 13.250 13.500 13.750 14.000 14.250 14.500 14.750 15.000 15.250 15.500 15.750 16.000 16.250 16.500 16.750 17.000 17.250 17.500 17.750 18.000  Time After Storm Event (days) 18.250 18.500 18.750 19.000 19.250 19.500 19.750 20.000 20.250 20.500 20.750 21.000 21.250 21.500 21.750 22.000 22.250 22.500 22.750 23.000 23.250 23.500 23.750 24.000  Time After Storm Event (days) 24.250 24.500 24.750 25.000 25.250 25.500 25.750 26.000 26.250 26.500 26.750 27.000 27.250 27.500 27.750 28.000 28.250 28.500 28.750 29.000 29.250 29.500 29.750 30.000  Archer Road Trailer Storage  06-05-2024 12:05:21 Page 6    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Summary of Results : Scenario 1 : PRE-1hr-100yr  Time (hours)  Stage (Rdatum)  Rate (F/s)  Volume (A)  Stage Minimum Maximum Inflow  Not Available Not Available Not Available Not Available 0.686 1.627 1.627 None 721.653 Not Available Not Available Not Available Not Available Not Available 0.686 1.627 1.627 None 721.653 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Infiltration Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Combined Discharge Rate Maximum Positive Rate Maximum- Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 1 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure: 2 inactive Rate Maximum Positive Rate Maximum- Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 3 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Pollution Abatement: 36 Hour Stage and Infiltration' Volume 72 Hour Stage and Infiltration Volume  2.3506 0.0000  3696.2 None 3696.2  Not Available Not Available  Not Available Not Available Not Available  2.3506 0.0000  3696.2 None 3696.2 disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  disabled disabled  disabled disabled  disabled disabled  N.A. N.A.  Archer Road Trailer Storage  06-05-2024 12:05:21 Page7    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Summary of Results : Scenario 2 : PRE-2hr-100yr  Time (hours)  Stage (ftdatum)  Rate (#/s)  Volume (#)  Stage Minimum Maximum Inflow  Not Available Not/ Available Not Available Not Available 0.864 2.618 2.618 None 722.644 Not Available Not Available Not Available Not Available Not Available 0.864 2.618 2.618 None 722.644 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume - End of Simulation Infiltration Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Combined Discharge Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 1 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 2 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 3 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume - Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Pollution Abatement: 36 Hour Stage and Infiltration Volume 72 Hour Stage and Infiltration Volume  2.1467 0.0000  5687.1 None 5687.1  Not Available Not Available  Not Available Not Available Not Available  2.1467 0.0000  5687.1 None 5687.1 disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  disabled disabled  disabled disabled  disabled disabled  N.A. N.A.  Archer Road' Trailer Storage  06-05-2024 12:05:21 Page8 8    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Summary of Results : Scenario 3 : PRE-4hr-100y yr  Time (hours)  Stage (ftdatum)  Rate (R/s)  Volume (#)  Stage Minimum Maximum Inflow  Not Available Not Available Not Available Not Available 2.517 4.627 4.627 None 724.652 Not Available Not Available Not Available Not Available Not Available 2.517 4.627 4.627 None 724.652 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Infiltration Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Combined Discharge Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 1 inactive Rate- Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure: 2 inactive Rate Maximum Positive Rate Maximum- Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 3 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Pollution Abatement: 36 Hour Stage and Infiltration Volume 72 Hour Stage and Infiltration Volume  1.5643 0.0000  8755.7 None 8755.7  Not Available Not Available  Not Available Not Available Not Available  1.5643 0.0000  8755.7 None 8755.7 disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  disabled disabled  disabled disabled  disabled disabled  N.A. N.A.  Archer Road Trailer Storage  06-05-2024 12:05:22 Page9    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright: 2012 Devo Seereeram, Ph.D., P.E.  Summary of Results : Scenario 4 : PRE-8hr-100yr  Time (hours)  Stage (ftdatum)  Rate (F/s)  Volume ()  Stage Minimum Maximum Inflow  Not Available Not Available Not Available Not Available 4.017 8.618 8.618 None 728.644 Not Available Not Available Not Available Not Available Not Available 4.017 8.618 8.618 None 728.644 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Infiltration Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Combined Discharge Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 1 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure: 2 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure: 3 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Pollution. Abatement: 36 Hour Stage andl Infiltration Volume 72 Hour Stage and Infiltration Volume  1.9197 0.0000  12096.9 None 12096.9 Not Available Not Available Not Available  Not Available Not Available  1.9197 0.0000  12096.9 None 12096.9 disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  disabled disabled  disabled disabled  disabled disabled  N.A. N.A.  Archer Road Trailer Storage  06-05-2024 12:05:22 Page 10    PONDS Version 3.3.0315 Retention Pond Recovery- - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Summary of Results : Scenario 5 : PRE-24hr- 100yr  Time (hours)  Stage (ftdatum)  Rate (#/s)  Volume ()  Stage Minimum Maximum Inflow  Not Available Not Available Not Available Not Available 11.999 24.634 24.634 None 744.660 Not Available Not Available Not Available Not Available Not Available 11.999 24.634 24.634 None 744.660 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  Rate- Maximum Positive Rate Maximum- Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Infiltration Rate Maximum Positive Rate Maximum Negative Cumulative Volume - Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume - End of Simulation Combined Discharge Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 1 inactive Rate- Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 2 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 3 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Pollution Abatement: 36 Hour Stage and Infiltration Volume 72 Hour Stage and Infiltration Volume  0.6924 0.0000  21028.7 None 21028.7 Not Available Not Available Not Available  Not Available Not Available  0.6924 0.0000  21028.7 None 21028.7 disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  disabled disabled  disabled disabled  disabled disabled  N.A. N.A.  Archer Road Trailer Storage  06-05-2024 12:05:22 Page 11    Attachment E  Post-Development PONDS Model    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Project Data  Project Name: Simulation Description: Project Number: Engineer : Date: Aquifer Data  Archer Road Trailer Storage  AVC 06-05-2024  Supervising Engineer: CSV  Base Of Aquifer Elevation, [B] (ft datum): Water Table Elevation, [WT] (ftd datum): Horizontal Saturated Hydraulic Conductivity, [Kh] (ft/day): Fillable Porosity, [n] (%): Unsaturated Vertical Infiltration Rate, [MV (ftl/day): Maximum Areal For Unsaturated Infiltration, [AV]():  80.00 80.50 2.00 20.00 3.25 10947.9  Geometry Data  Equivalent Pond Length, [-I(ft): Equivalent Pond' Width, [WI():  211.4 34.9  Ground water mound is expected to intersect the pond bottom  Stage Vs Area Data  Stage (fto datum) 87.75 88.75 89.75 90.75 91.75  Area (2) 4710.0 5923.4 7210.6 8561.8 10947.9  Discharge Structures  Discharge Structure #1 is inactive Discharge Structure #2 is inactive Discharge Structure #3 is inactive  Archer Road Trailer Storage  06-05-2024 12:06:05 Page1    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright: 2012 Devo Seereeram, Ph.D., P.E.  Scenario Input Data  Scenario 6 : POST-1hr-100yr Hydrograph Type: Inline SCS Modflow Routing: Repetitions: Basin Area (acres) Time Of Concentration (minutes) 10.0 DCIA (%) Curve Number Design Rainfall Depth (inches) 4.4 Design Rainfall Duration (hours) 1.0 Shape Factor Rainfall Distribution Time After Storm Event (days) 0.100 0.200 0.300 0.400 0.500 0.600 0.700 0.800 0.900 1.000 1.250 1.500 1.750 2.000 2.250 2.500 2.750 3.000 3.250 3.500 3.750 4.000 4.250 4.500 4.750 5.000  Routed with infiltration 1  1.100 43.3 81.4 UHG484 FDOT1H Hour  Initial ground water level (ft datum) 80.50 (default)  Time After Storm Event (days) 5.250 5.500 5.750 6.000 6.250 6.500 6.750 7.000 7.250 7.500 7.750 8.000 8.250 8.500 8.750 9.000 9.250 9.500 9.750 10.000 10.250 10.500 10.750 11.000 11.250 11.500  Time After Storm Event (days) 11.750 12.000 12.250 12.500 12.750 13.000 13.250 13.500 13.750 14.000 14.250 14.500 14.750 15.000 15.250 15.500 15.750 16.000 16.250 16.500 16.750 17.000 17.250 17.500 17.750 18.000  Time After Storm Event (days). 18.250 18.500 18.750 19.000 19.250 19.500 19.750 20.000 20.250 20.500 20.750 21.000 21.250 21.500 21.750 22.000 22.250 22.500 22.750 23.000 23.250 23.500 23.750 24.000 24.250 24.500  Time After Storm Event (days) 24.750 25.000 25.250 25.500 25.750 26.000 26.250 26.500 26.750 27.000 27.250 27.500 27.750 28.000 28.250 28.500 28.750 29.000 29.250 29.500 29.750 30.000  Archer Road Trailer Storage  06-05-2024 12:06:06 Page2    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright: 2012 Devo Seereeram, Ph.D.,P.E.  Scenario Input Data (cont'd.)  Scenario 7 : POST-2hr-100yr Hydrograph Type: Inline SCS Modflow Routing: Repetitions: Basin Area (acres) Time Of Concentration (minutes) 10.0 DCIA(%) Curve Number Design Rainfall Depth (inches) 5.4 Design Rainfall Duration (hours) 2.0 Shapel Factor Rainfall Distribution Time After Storm Event (days) 0.100 0.200 0.300 0.400 0.500 0.600 0.700 0.800 0.900 1.000 1.250 1.500 1.750 2.000 2.250 2.500 2.750 3.000 3.250 3.500 3.750 4.000 4.250 4.500 4.750 5.000  Routed with infiltration 1  1.100 43.3 81.4 UHG484 FDOT2Hour  Initial ground waterl level (ft datum) 80.50 (default)  Time After Storm Event (days) 5.250 5.500 5.750 6.000 6.250 6.500 6.750 7.000 7.250 7.500 7.750 8.000 8.250 8.500 8.750 9.000 9.250 9.500 9.750 10.000 10.250 10.500 10.750 11.000 11.250 11.500  Time After Storm Event (days) 11.750 12.000 12.250 12.500 12.750 13.000 13.250 13.500 13.750 14.000 14.250 14.500 14.750 15.000 15.250 15.500 15.750 16.000 16.250 16.500 16.750 17.000 17.250 17.500 17.750 18.000  Time After Storm Event (days) 18.250 18.500 18.750 19.000 19.250 19.500 19.750 20.000 20.250 20.500 20.750 21.000 21.250 21.500 21.750 22.000 22.250 22.500 22.750 23.000 23.250 23.500 23.750 24.000 24.250 24.500  Time After Storm Event (days) 24.750 25.000 25.250 25.500 25.750 26.000 26.250 26.500 26.750 27.000 27.250 27.500 27.750 28.000 28.250 28.500 28.750 29.000 29.250 29.500 29.750 30.000  Archer Road Trailer Storage  06-05-2024 12:06:06 Page3    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright 2012 Devo Seereeram, Ph.D.,P.E.  Scenario Input Data (cont'd.)  Scenario 8 : POST-4hr-100yr Hydrograph Type: Inline SCS Modflow Routing: Routed with infiltration Repetitions: Basin Area (acres) Time Of Concentration (minutes) 10.0 DCIA (%6) Curve Number Design Rainfall Depth (inches) 6.7 Design Rainfall Duration (hours) 4.0 Shape Factor Rainfall Distribution Time After Storm Event (days) 0.100 0.200 0.300 0.400 0.500 0.600 0.700 0.800 0.900 1.000 1.250 1.500 1.750 2.000 2.250 2.500 2.750 3.000 3.250 3.500 3.750 4.000 4.250 4.500 4.750 5.000  1  1.100 43.3 81.4 UHG484 FDOT 41 Hour  Initial ground water level (ft datum) 80.50 (default)  Time After Storm Event (days) 5.250 5.500 5.750 6.000 6.250 6.500 6.750 7.000 7.250 7.500 7.750 8.000 8.250 8.500 8.750 9.000 9.250 9.500 9.750 10.000 10.250 10.500 10.750 11.000 11.250 11.500  Time After Storm Event (days) 11.750 12.000 12.250 12.500 12.750 13.000 13.250 13.500 13.750 14.000 14.250 14.500 14.750 15.000 15.250 15.500 15.750 16.000 16.250 16.500 16.750 17.000 17.250 17.500 17.750 18.000  Time After Storm Event (days) 18.250 18.500 18.750 19.000 19.250 19.500 19.750 20.000 20.250 20.500 20.750 21.000 21.250 21.500 21.750 22.000 22.250 22.500 22.750 23.000 23.250 23.500 23.750 24.000 24.250 24.500  Time After Storm Event (days) 24.750 25.000 25.250 25.500 25.750 26.000 26.250 26.500 26.750 27.000 27.250 27.500 27.750 28.000 28.250 28.500 28.750 29.000 29.250 29.500 29.750 30.000  Archer Road Trailer Storage  06-05-2024 12:06:06 Page4    PONDS Version 3.3.0315 Retention Pond Recovery Refined Method Copyright2012 Devo Seereeram, Ph.D., P.E.  Scenario Input Data (cont'd.)  Scenario 9 : POST-8hr- 100y yr Hydrograph Type: Inline SCS Modflow Routing: Routed with infiltration Repetitions: Basin Area (acres) Time Of Concentration (minutes) 10.0 DCIA (%) Curve Number Design Rainfall Depth (inches) 8.0 Design Rainfall Duration (hours) 8.0 Shape Factor Rainfall Distribution Time After Storm Event (days) 0.100 0.200 0.300 0.400 0.500 0.600 0.700 0.800 0.900 1.000 1.250 1.500 1.750 2.000 2.250 2.500 2.750 3.000 3.250 3.500 3.750 4.000 4.250 4.500 4.750 5.000  1  1.100 43.3 81.4 UHG484 FDOT8H Hour  Initial ground water level (ft datum) 80.50 (default)  Time After Storm Event (days) 5.250 5.500 5.750 6.000 6.250 6.500 6.750 7.000 7.250 7.500 7.750 8.000 8.250 8.500 8.750 9.000 9.250 9.500 9.750 10.000 10.250 10.500 10.750 11.000 11.250 11.500  Time After Storm Event (days) 11.750 12.000 12.250 12.500 12.750 13.000 13.250 13.500 13.750 14.000 14.250 14.500 14.750 15.000 15.250 15.500 15.750 16.000 16.250 16.500 16.750 17.000 17.250 17.500 17.750 18.000  Time After Storm Event (days) 18.250 18.500 18.750 19.000 19.250 19.500 19.750 20.000 20.250 20.500 20.750 21.000 21.250 21.500 21.750 22.000 22.250 22.500 22.750 23.000 23.250 23.500 23.750 24.000 24.250 24.500  Time After Storm Event (days) 24.750 25.000 25.250 25.500 25.750 26.000 26.250 26.500 26.750 27.000 27.250 27.500 27.750 28.000 28.250 28.500 28.750 29.000 29.250 29.500 29.750 30.000  Archer Road" Trailer Storage  06-05-2024 12:06:06 Page5    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Scenario Input Data (cont'd.)  Scenario 10 : POST-24hr-100y yr Hydrograph Type: Inline SCS Modflow Routing: Routed with infiltration Repetitions: Basin Area (acres) Time Of Concentration (minutes) 10.0 DCIA (%) Curve Number Design Rainfall Depth (inches) 11.0 Design Rainfall Duration (hours) 24.0 Shape Factor Rainfall Distribution Time After Storm Event (days) 0.100 0.200 0.300 0.400 0.500 0.600 0.700 0.800 0.900 1.000 1.250 1.500 1.750 2.000 2.250 2.500 2.750 3.000 3.250 3.500 3.750 4.000 4.250 4.500 4.750 5.000  1  1.100 43.3 81.4 UHG4 484 FDOT 24 Hour  Initial ground waterl level (ft datum) 80.50 (default)  Time After Storm Event (days) 5.250 5.500 5.750 6.000 6.250 6.500 6.750 7.000 7.250 7.500 7.750 8.000 8.250 8.500 8.750 9.000 9.250 9.500 9.750 10.000 10.250 10.500 10.750 11.000 11.250 11.500  Time After Storm Event (days) 11.750 12.000 12.250 12.500 12.750 13.000 13.250 13.500 13.750 14.000 14.250 14.500 14.750 15.000 15.250 15.500 15.750 16.000 16.250 16.500 16.750 17.000 17.250 17.500 17.750 18.000  Time After Storm Event (days) 18.250 18.500 18.750 19.000 19.250 19.500 19.750 20.000 20.250 20.500 20.750 21.000 21.250 21.500 21.750 22.000 22.250 22.500 22.750 23.000 23.250 23.500 23.750 24.000 24.250 24.500  Time After Storm Event (days) 24.750 25.000 25.250 25.500 25.750 26.000 26.250 26.500 26.750 27.000 27.250 27.500 27.750 28.000 28.250 28.500 28.750 29.000 29.250 29.500 29.750 30.000  Archer Road Trailer Storage  06-05-2024 12:06:07 Page 6    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Summary of Results : Scenario 6 : POST-1hr-100yr  Time (hours) 0.000 1.111 0.600 None 1.533 None 721.578 1.089 None 15.978 None 721.578 None None None None 721.578 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  Stage (to datum) 80.50 89.77  Rate (F/s)  Volume ()  Stage Minimum Maximum Inflow  Rate Maximum- Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume - End of Simulation Infiltration Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Combined Discharge Rate Maximum Positive Rate Maximum- Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 1 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 2 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 3 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Pollution Abatement: 36 Hour Stage and Infiltration Volume 72 Hour Stage and Infiltration Volume  7.9194 None  12860.3 None 12860.3 12815.9 None 12860.3 None None 0.0 disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  0.2723 None  None None  disabled disabled  disabled disabled  disabled disabled  N.A. N.A.  Archer Road Trailer Storage  06-05-2024 12:06:07 Page7    PONDS Version 3.3.0315 Retention Pond Recovery Refined Method Copyright: 2012 Devo Seereeram, Ph.D., P.E.  Summary of Results : Scenario 7 : POST-2hr-100yr  Time (hours) 0.000 2.111 0.822 None 2.533 None 722.578 2.111 None 19.378 None 722.578 None None None None 722.578 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  Stage (ft datum) 80.50 90.13  Rate (/s)  Volume (R)  Stage Minimum Maximum Inflow  Rate Maximum Positive Rate Maximum- Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Infiltration Rate Maximum- Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Combined Discharge Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 1 inactive Rate Maximum- Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 2 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 3 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Pollution. Abatement: 36 Hour Stage and Infiltration Volume 72 Hour Stage and Infiltration Volume  6.3146 None  16589.8 None 16589.8 16374.9 None 16589.8  0.2905 None  None None  None None 0.0 disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  disabled disabled  disabled disabled  disabled disabled  N.A. N.A.  Archer Road Trailer Storage  06-05-2024 12:06:07 Page 8    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Summary of Results : Scenario 8 : POST-4hr-100yr  Time (hours) 0.000 3.756 2.022 None 4.533 None 724.578 3.756 None 26.178 None 724.578 None None None None 724.578 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  Stage (ft datum) 80.50 90.56  Rate (#/s)  Volume ()  Stage Minimum Maximum Inflow  Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume - Maximum Negative Cumulative Volume - End of Simulation Infiltration Rate Maximum Positive Rate Maximum- Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Combined Discharge Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 1 - inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure: 2 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure: 3 inactive Rate Maximum Positive Rate - Maximum- Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Pollution. Abatement: 36 Hour Stage and Infiltration Volume 72 Hour Stage and Infiltration Volume  3.4568 None  21608.1 None 21608.1 21608.1 None 21608.1  0.3126 None  None None  None None 0.0 disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  disabled disabled  disabled disabled  disabled disabled  N.A. N.A.  Archer Road Trailer Storage  06-05-2024 12:06:07 Pageg 9    PONDS Version 3.3.0315 Retention Pond Recovery- - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Summary of Results : Scenario 9 : POST-8hr-700yr  Time (hours) 0.000 7.133 4.000 None 8.533 None 728.578 7.133 None 62.578 None 728.578 None None None None 728.578 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  Stage (fdatum) 80.50 90.76  Rate (#/s)  Volume ()  Stage Minimum Maximum Inflow  Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Infiltration Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Combined Discharge Rate Maximum- Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 1 inactive Rate Maximum Positive Rate Maximum- Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 2 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 3 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Pollution. Abatement: 36 Hour Stage and Infiltration Volume 72 Hour Stage and Infiltration Volume  3.4990 None  26539.8 None 26539.8 26539.8 None 26539.8 None None 0.0 disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  0.3228 None  None None  disabled disabled  disabled disabied  disabled disabled  N.A. N.A.  Archer Road' Trailer Storage  06-05-2024 12:06:08 Page 10    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Summary of Results : Scenario 10 : POST- 24hr-1 100yr  Time (hours) 0.000 21.089 12.000 None 24.533 None 744.578 23.733 None 216.578 None 744.578 None None None None 744.578 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  Stage (ftdatum) 80.50 90.70  Rate (P/s)  Volume (R)  Stage Minimum Maximum Inflow  Rate Maximum Positive Rate Maximum- Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Infiltration Rate - Maximum Positive Rate- Maximum- Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Combined Discharge Rate Maximum. Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 1 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 2 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 3 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Pollution. Abatement: 36 Hour Stage and Infiltration Volume 72 Hour Stage and Infiltration Volume  1.1615 None  38397.8 None 38397.8 38397.8 None 38397.8 None None 0.0 disabled disabled disabled disabled disabled disabled disabled disabled disabled N.A. N.A.  0.3203 None  None None  disabled disabled  disabled disabled  disabled disabled  N.A. N.A.  Archer Road Trailer Storage  06-05-2024 12:06:08 Page 11    Attachment F  Recovery Analysis    PONDS Version 3.3.0315 Retention Pond Recovery Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results Scenario 6 : POST-1hr-1 100y yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (f/day) (ftdatum) (P/s) Rate (R/s) Volume () Volume () Discharge (#) Type  Rate Discharge Inflow Infiltration Cumulative Flow  (hours) (#/s) 0.000 0.022 0.044 0.067 0.089 0.111 0.133 0.156 0.178 0.200 0.222 0.244 0.267 0.289 0.311 0.333 0.356 0.378 0.400 0.422 0.444 0.467 0.489 0.511 0.533 0.556 0,578 0.600 0.622 0.644 0,667 0,689 0.711 0.733 0.756 0.778 0.800 0.822 0.844 0.867 0.889 0.911 0.933 0.956 0.978 1.000 1.022 1.044 1.067 1.089 1.111 1.133 1.156 1.178 1.200 1.222 1.244 1.267 1.289 1.311 1.333 1.356 1.378 1.400 1.422 1.444 1.467 1.489 1.511 1.533 1.556 1.578 3.978 Archer Road Trailer Storage  0.0000 0.00000 80,50000 0.00000 0.0000 0,00000 80.50000 0.00000 0.0000 0.00000 80,50000 0.00012 0.0005 0,00000 80,50001 0.00095 0.0029 0,00000 80,50007 0.00463 0.0123 0.00000 80.50034 0.01677 0.0395 0.00000 80,50130 0.04697 0.0964 0.00000 80.50378 0,10563 0.1901 0.00000 80.50901 0.16032 0.3133 0,00000 87.75126 0.17745 0.4673 0,00000 87.75488 0,17768 0.6596 0,00000 87.76141 0.17806 0.9116 0.00000 87.77168 0,17864 1.2176 0.00000 87.78661 0.17944 1.5760 0.00000 87.80703 0.18053 2.0128 0,00000 87.83395 0,18194 2.5689 0.00000 87.86884 0,18375 3.2497 0.00000 87.91350 0.18604 4.0061 0.00000 87,96918 0,18884 4.7726 0.00000 88.03615 0.19214 5.5009 0.00000 88.11362 0,19588 6.1534 0.00000 88.20016 0.20000 6.7139 0.00000 88.29399 0.20440 7.1804 0.00000 88.39330 0.20902 7.5428 0.00000 88.49630 0.21376 7.7811 0.00000 88.60119 0.21855 7.8935 0.00000 88.70612 0.22340 7.9194 0.00000 88.80967 0.22829 7.8580 0.00000 88.91068 0.23309 7.6900 0,00000 89.00806 0.23769 7.3726 0.00000 89.10043 0.24201 6.9490 0.00000 89.18649 0.24601 6.4894 0.00000 89.26569 0.24968 6.0229 0.00000 89.33810 0.25303 5.5508 0.00000 89.40394 0.25606 5.0964 0.00000 89.46351 0.25881 4.6732 0.00000 89.51731 0.26128 4.2582 0.00000 89.56575 0.26350 3.8191 0.00000 89.60888 0.26545 3.3134 0.00000 89.64631 0.26711 2.7673 0.00000 89.67756 0.26848 2.2410 0.00000 89.70262 0.26955 1.7711 0.00000 89.72202 0.27037 1.3759 0.00000 89.73653 0.27098 1.0769 0.00000 89.74714 0.27143 0.8534 0.00000 89.75483 0.27177 0.6806 0.00000 89.76031 0.27200 0.5407 0.00000 89.76406 0.27216 0.4239 0.00000 89.76639 0.27224 0.3242 0.00000 89.76751 0.27228 0.2416 0.00000 89.76763 0.27226 0.1756 0.00000 89.76692 0.27221 0.1246 0.00000 89.76558 0.27213 0.0878 0.00000 89.76374 0.27203 0.0618 0.00000 89.76156 0.27191 0.0433 0.00000 89.75913 0.27178 0.0300 0.00000 89.75652 0.27165 0.0204 0.00000 89.75379 0.27150 0.0134 0.00000 89.75097 0.27136 0.0086 0.00000 89.74809 0.27121 0.0055 0.00000 89.74516 0:27107 0.0038 0.00000 89.74220 0.27093 0.0026 0.00000 89.73922 0.27078 0.0017 0.00000 89.73624 0.27064 0,0011 0.00000 89.73324 0.27049 0.0007 0.00000 89.73024 0.27035 0.0004 0.00000 89.72723 0.27020 0.0002 0.00000 89.72423 0.27006 0.0001 0.00000 89.72122 0.26991 0.0000 0.00000 89.71821 0.26976 0.0000 0.00000 89.71520 0.26962 0.0000 0.00000 89.71219 0.26947 0.0000 0.00000 89.38680 0.25396  0 0.000 0 0.000 0 0.000 0 0.019 0 0.152 0 0.760 0 2.835 0 8.274 0 19.736 0 39.873 0 71,095 0 116.171 0 179.019 0 264.186 0 375.930 0 519.482 0 702.752 0 935.497 0 1225.731 0 1576.882 0 1987.822 0 2453.993 0 2968.685 0 3524.456 0 4113.382 0 4726.336 0 5353.319 0 5985.833 0 6616.930 0 7238.852 0 7841.355 0 8414.219 0 8951.754 0 9452.246 0 9915.194 0 10341.080 0 10731.870 0 11089.130 0 11412.220 0 11697.520 0 11940.750 0 12141.090 0 12301.570 0 12427.450 0 12525.560 0 12602.770 12664.130 0 12712.980 12751.570 0 12781.490 0 12804.120 0 12820.810 0 12832.820 0 12841.320 0 12847.300 0 12851.500 0 12854.430 0 12856.450 0 12857.800 0 12858.680 12859.250 12859.620 0 12859.880 0 12860.050 0 12860.160 0 12860.240 0 12860.280 0 12860.310 0 12860.320 0 12860.320 12860.320 12860.320 12860.320  0.0 0,0 0,0 0,0 0.2 0.8 2,8 B.3 19.7 33.9 48.1 62.4 76.6 90.9 105.3 119,8 134.4 149.2 164.2 179.4 194.9 210.8 226.9 243.5 260.4 277.7 295.4 313.4 331.9 350.7 369.9 389.4 409.3 429.4 449.8 470.4 491.2 512.2 533.3 554.6 576.1 597.6 619.2 640.9 662.6 684.3 706.0 727.8 749.6 771.4 793.1 814.9 836.7 858.5 880.2 902.0 923.7 945.4 967.1 988.9 1010.5 1032.2 1053.9 1075.5 1097.2 1118.8 1140.4 1162.1 1183.7 1205.2 1226.8 1248.4 3510.7  0 N.A: 0 U 0 U 0 U 0 U 0 U 0 U 0 U 0 U 0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UIP 0 UP 0 U/P 0 UP 0 UIP 0 U/P 0 U/P 0 U/P 0 UP 0 UP 0 UP 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 UIP 0 UIP 0 UIP 0 UP 0 U/P 0 U/P 0 UP 0 UP 0 UP 0 U/P 0 U/P 0 UP 0 U/P , UP 0 UP 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP U/P 0 U/P 0 UP 0 U/P U/P ) U/P U/P 06-05-2024 12:06:53 Page1    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 6 : POST-1hr-100yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (ft/day) (Rdatum) (Pls) Rate (é/s) Volume (#) Volume (R) Discharge (#) Type  Rate Discharge Inflow Infiltration Cumulative Flow  (hours) (#/s) 6,378 8,778 11,178 13,578 15.978 18.378 20778 23.178 25.578 31,578 37,578 43.578 49.578 55.578 61.578 67.578 73.578 79.578 85.578 91,578 97,578 103,578 109.578 115,578 121.578 127,578 133,578 139,578 145.578 151.578 157.578 163.578 169,578 175.578 181.578 187.578 193.578 199,578 205.578 211.578 217.578 223.578 229.578 235.578 241.578 247.578 253.578 259.578 265.578 271.578 277.578 283.578 289.578 295.578 301.578 307.578 313.578 319.578 325.578 331.578 337.578 343.578 349.578 355.578 361.578 367.578 373.578 379.578 385:578 391.578 397.578 403.578 409.578 Archer Road Trailer Storage  0,0000 0.00000 89,06138 0,23821 0,0000 0.00000 88.73592 0.22269 0,0000 0,00000 88,41047 0,20762 0.0000 0.00000 88,08497 0,19277 0.0000 0.00000 87.75942 0.09267  0 12860.320 0 12860.320 12860.320 0 12860.320 11214.6 12860.320 12815.9 12860.3 320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860,320 12860.3 12860.3 320 12860.3 12860.3 320 12860,3 12860.320 12860,3 12860.320 12860.3 12860.320 12860,3 12860.3 320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860,3 12860.320 12860.3 12860.3 320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.3 320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.3 320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860,3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3 12860.320 12860.3  5636.8 7626.9 9484.9  0 U/P 0 U/P 0 U/P UIP UP dry TOTAL RECOVERY dry 0 dry 0 dry 0 dry 0 dry 0 dry 0 dry 0 dry 0 dry 0 0 E 0 dry 0 0 E 0 E 0 dry U E 0 dry 0 0 0 0 0 E E 0 dry d 0 d 0 0 0 E 0 dry 0 dry 0 0 d dry 0 dry a dry dry E dry dry dry dry 0 dry 0 dry dry dry dry 0 ary dry ry 06-05-2024 12:06:54 Page2  0.0000 0.00000 0.0000 0.00000 0,0000 0.00000 0.0000 0.00000 0.0000 0.00000 0,0000 0,00000 0.0000 0,00000 0,0000 0,00000 0.0000 0.00000 0.0000 0,00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0,00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0,0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0,0000 0.00000 0.0000 0.00000 0.0000 0.00000 0,0000 0.00000 0.0000 0.00000 0.0000 0.00000 0,0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000    PONDS Version 3.3.0315 Retention Pond Recovery Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results : Scenario 7 : POST-2hr-1 100yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined  Rate Discharge Inflow Infiltration Cumulative Flow (/s) Rate (P/s) Volume (A) Volume (R) Discharge (R) Type  (hours) (#P/s) 0,000 0,022 0,044 0,067 0,089 0.111 0,133 0.156 0.178 0.200 0.222 0.244 0,267 0.289 0,311 0.333 0.356 0.378 0,400 0.422 0.444 0.467 0.489 0.511 0.533 0,556 0,578 0.600 0.622 0.644 0.667 0.689 0.711 0.733 0.756 0.778 0.800 0.822 0.844 0.867 0.889 0.911 0.933 0.956 0,978 1.000 1.022 1.044 1.067 1.089 1.111 1,133 1.156 1.178 1.200 1.222 1.244 1.267 1.289 1.311 1.333 1.356 1.378 1.400 1.422 1.444 1.467 1.489 1.511 1.533 1,556 1,578 1.600 Archer Road Trailer Storage  (fiday) (ftdatum) 0,0000 0,00000 80.50000 0.00000 0,0005 0.00000 80.50001 0.00234 0,0083 0.00000 80,50017 0.01310 0.0353 0.00000 80,50097 0.04395 0,0970 0,00000 80,50338 0.10678 0.1979 0.00000 80.50877 0.16241 0.3278 0.00000 87.75145 0.17746 0.4705 0,00000 87.75521 0,17769 0.6111 0.00000 87.76137 0,17802 0.7377 0,00000 87.76976 0,17845 0,8583 0.00000 87.78021 0,17897 0.9912 0.00000 87,79276 0.17960 1,1601 0.00000 87.80778 0,18036 1.3641 0.00000 87,82583 0.18126 1.5857 0.00000 87,84731 0,18232 1,8091 0.00000 87.87233 0.18354 2,0218 0.00000 87.90074 0.18491 2.2119 0.00000 87.93219 0.18640 2.3805 0.00000 87.96626 0.18801 2.5476 0,00000 88.00271 0.18973 2.7344 0.00000 88.04160 0.19157 2.9661 0,00000 88.08338 0.19356 3.2344 0.00000 88.12859 0.19570 3.5097 0.00000 88.17744 0.19801 3.7703 0.00000 88.22977 0.20047 4.0031 0.00000 88.28513 0.20305 4.1959 0.00000 88.34289 0.20573 4.3556 0.00000 88.40244 0.20848 4.5103 0.00000 88.46344 0.21130 4.6871 0.00000 88.52595 0.21419 4.9157 0.00000 88.59042 0.21719 5.1856 0.00000 88.65740 0.22031 5.4617 0.00000 88.72713 0.22363 5.7188 0.00000 88.79938 0.22715 5.9427 0.00000 88,87364 0.23078 6.1203 0.00000 88.94930 0.23446 6.2609 0.00000 89,02577 0.23816 6.3146 0.00000 89.10223 0.24183 6.2209 0.00000 89.17725 0.24537 5.8961 0.00000 89.24856 0.24868 5.3916 0.00000 89.31387 0.25167 4.8310 0.00000 89.37199 0.25431 4.3017 0.00000 89.42303 0.25663 3.8549 0.00000 89.46786 0.25868 3,5357 0.00000 89,50784 0.26054 3.3153 0.00000 89.54441 0.26225 3.1420 0.00000 89.57846 0.26384 2,9758 0.00000 89.61034 0.26533 2.7863 0.00000 89.64002 0.26671 2.5748 0.00000 89.66727 0.26797 2.3685 0.00000 89.69202 0.26911 2.1858 0.00000 89.71448 0.27015 2.0359 0.00000 89.73499 0.27112 1.9285 0.00000 89.75398 0.27204 1.8538 0.00000 89.77190 0.27293 1.7963 0.00000 89.78902 0.27378 1.7445 0.00000 89.80547 0.27460 1.6891 0.00000 89.82128 0.27539 1.6305 0.00000 89.83641 0.27614 1.5750 0.00000 89.85088 0.27686 1.5272 0.00000 89.86473 0.27755 1.4893 0.00000 89.87807 0.27822 1,4623 0.00000 89.89103 0.27887 1.4436 0.00000 89.90370 0.27951 1.4263 0.00000 89.91615 0.28014 1.4038 0.00000 89.92834 0.28075 1.3695 0.00000 89.94020 0.28134 1.3258 0.00000 89.95161 0.28191 1.2808 0.00000 89.96251 0.28245 1.2399 0.00000 89.97293 0.28297 1.2061 0.00000 89.98293 0.28347 1.1821 0.00000 89.99260 0.28395 1.1655 0.00000 90.00204 0.28443  0 0,000 0 0,021 0 0.375 0 2,118 0 7.407 0 19.203 0 40.234 0 72.167 0 115.432 0 169.382 0 233.223 0 307.207 0 393.259 0 494.225 0 612.215 0 748.007 0 901.241 0 1070.586 0 1254.281 0 1451.403 0 1662.681 0 1890.702 0 2138.723 0 2408.487 0 2699.684 0 3010,616 0 3338.574 0 3680.635 0 4035.272 0 4403,169 0 4787.281 0 5191.335 0 5617.229 0 6064.452 0 6530.914 0 7013.433 0 7508.681 0 8011.700 0 8513.119 0 8997.798 0 9449.303 0 9858.204 0 10223.510 0 10549.770 0 10845.400 0 11119.440 0 11377.730 0 11622.440 0 11852.930 0 12067.370 0 12265.100 0 12447.270 0 12616.140 0 12774.720 0 12926.010 0 13072.010 0 13213.650 0 13350.990 0 13483.770 0 13612.000 0 13736.090 0 13856.750 0 13974.810 0 14091.040 0 14205.840 0 14319.040 0 14429.970 0 14537.780 0 14642.050 0 14742.870 14840.710 14936.240 15030.140  0,0 0,0 0.4 2.1 7.4 19,2 33,4 47.6 61.8 76:1 90.4 104.7 119,1 133,6 148.1 162,7 177,5 192,3 207.3 222.4 237.7 253.1 268,6 284.4 300.3 316.4 332.8 349.4 366.2 383.2 400.4 417.9 435.7 453.7 472.0 490.6 509.5 528.7 548.2 568.0 588.0 608.3 628.7 649.3 670.1 691.0 712.1 733.2 754.5 775.9 797.4 819.0 840.6 862.3 884.1 906.0 927.9 949.9 972.0 994.1 1016.3 1038.5 1060.8 1083.1 1105.5 1128.0 1150.5 1173.0 1195.6 1218.2 1240.8 1263.5 1286.3  0 N.A. 0 U 0 U 0 U 0 U 0 U 0 U/P 0 U/P 0 UIP 0 UIP 0 UIP 0 UIP 0 UP U/P 0 U/P U/P UIP U/P . U/P 0 U/P U U/P 0 UIP 0 UIP 0 UP U/P U U/P U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UIP 0 U/P 0 UIP U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UIP 0 U/P 0 UIP 0 UIP 0 U/P 0 U/P U/P 0 U/P 0 U/P 0, U/P 0 U/P 0 U/P 0 U/P 0 U/P UP 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0. U/P 06-05-2024 12:06:54 Page4    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright: 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 7 : POST-2hr-1 100 yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (Rlday) (Rdatum) (A/s) Rate (P/s) Volume (#) Volume (#) Discharge (#) Type  Rate  Discharge Inflow Infiltration Cumulative Flow  (hours) (#P/s) 1.622 1.644 1.667 1.689 1.711 1.733 1.756 1.778 1.800 1.822 1.844 1.867 1.889 1.911 1.933 1.956 1.978 2.000 2,022 2,044 2,067 2,089 2.111 2,133 2,156 2.178 2.200 2,222 2.244 2.267 2.289 2,311 2.333 2.356 2.378 2.400 2.422 2.444 2.467 2,489 2.511 2,533 2.556 2.578 4.978 7.378 9.778 12.178 14.578 16.978 19.378 21.778 24.178 26.578 32.578 38.578 44.578 50,578 56.578 62,578 68,578 74.578 80.578 86.578 92.578 98.578 104.578 110.578 116.578 122.578 128,578 134.578 140.578 Archer Road Trailer Storage  1.1494 0.00000 90.01128 0.28489 1.1278 0.00000 90,02029 0.28534 1,0940 0.00000 90,02900 0.28578 1.0505 0.00000 90.03728 0.28618 1.0054 0.00000 90,04509 0.28657 0.9643 0.00000 90.05242 0,28693 0.9301 0.00000 90.05935 0.28728 0.9056 0.00000 90,06596 0.28761 0.8886 0.00000 90.07233 0.28792 0.8723 0.00000 90,07853 0.28823 0.8503 0.00000 90.08451 0.28853 0.8161 0.00000 90.09019 0.28881 0.7723 0.00000 90.09547 0.28906 0.7268 0.00000 90.10026 0.28930 0.6853 0.00000 90,10459 0.28951 0.6508 0.00000 90.1 10853 0.28970 0.6261 0.00000 90.11215 0,28988 0.6088 0,00000 90.11555 0.29005 0.5880 0.00000 90.11875 0.29020 0,5527 0.00000 90.12166 0.29034 0.4903 0.00000 90.12405 0.29044 0.4069 0,00000 90.12569 0.29050 0.3188 0.00000 90.12645 0.29051 0.2377 0.00000 90.12632 0,29049 0.1700 0,00000 90,12542 0.29043 0.1214 0.00000 90.12392 0.29034 0.0875 0.00000 90.12199 0.29023 0.0631 0.00000 90.11977 0,29012 0.0451 0.00000 90.11732 0.28999 0.0323 0.00000 90.11471 0.28985 0.0230 0.00000 90.11198 0.28971 0,0163 0.00000 90.10918 0.28957 0.0116 0.00000 90.10632 0.28942 0.0082 0.00000 90.10341 0.28927 0.0057 0.00000 90.10047 0.28912 0.0040 0.00000 90.09751 0.28897 0.0027 0.00000 90.09454 0.28882 0.0018 0.00000 90.09155 0.28867 0.0010 0.00000 90.08855 0.28852 0.0005 0.00000 90.08555 0.28836 0.0002 0.00000 90.08254 0.28821 0.0000 0.00000 90.07954 0.28806 0.0000 0.00000 90.07652 0.28790 0.0000 0.00000 90.07352 0.28775 0.0000 0.00000 89.74813 0.27166 0.0000 0.00000 89.42274 0.25571 0.0000 0.00000 89.09731 0.23995 0.0000 0.00000 88.77187 0.22438 0.0000 0.00000 88.44640 0.20927 0.0000 0.00000 88.12090 0.19441 0.0000 0.00000 87.79536 0.09349  0 15122,740 0 15213,830 0 15302.700 0 15388.480 0 15470,720 0 15549.510 0 15625.280 0 15698.710 0 15770.470 0 15840.910 0 15909.810 0 15976.470 0 16040.000 0 16099.960 0 16156.450 0 16209.890 0 16260,960 0 16310,360 0 16358.240 0 16403.870 0 16445.590 0 16481.470 0 16510.500 0 16532.760 0 16549.070 0 16560.720 0 16569.080 0 16575.100 0 16579.430 0 16582.530 0 16584.740 0 16586.310 0 16587.430 0 16588.220 0 16588.780 0 16589.170 0 16589.430 0 16589.610 0 16589.720 0 16589.790 0 16589.810 0 16589. .820 0 16589.820 0 16589.820 0 16589.820 0 16589.820 0 16589.820 0 16589.820 11143.3 0 16589.8 820 13015.5 0 16589.8 820 14759.4 16589. 820 16374.9 16589. 820 16589.8 16589,820 16589.8 16589.8 820 16589.8 820 16589.8 16589.820 16589.8 16589.820 16589.8 16589.8 820 16589.8 16589.8 820 16589.8 16589,820 16589.8 16589.820 16589.8 16589.820 16589.8 16589, 820 16589.8 16589.820 16589.8 16589.820 16589.8 16589.820 16589.8 16589.8 820 16589.8 16589.8 820 16589.8 16589.820 16589.8 16589.820 16589.8 16589.820 16589.8 16589.820 16589.8 16589.820 16589.8  1309,0 1331,9 1354.7 1377.6 1400.5 1423.4 1446.4 1469.4 1492.4 1515.5 1538.5 1561.6 1584.7 1607.9 1631.0 1654.2 1677.4 1700.6 1723.8 1747.0 1770.2 1793.5 1816.7 1840,0 1863.2 1886.4 1909.7 1932.9 1956.1 1979.3 2002.4 2025.6 2048.8 2071.9 2095.1 2118.2 2141.3 2164.4 2187.5 2210.6 2233.6 2256.7 2279.7 2302.7 4719.7 6997.0 9138.3  0 U/P 0 UP 0 UP 0 UP 0 UP 0 UP 0 U/P 0 UP 0 U/P 0 U/P 0 UP 0 UIP 0 UIP 0 UIP 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 UIP 0 U/P 0 U/P 0 UIP U/P U U/P 0 U/P U U/P 0 UP 0 U/P 0 U/P 0 UIP 0 UIP UIP 0 UIP 0 UP 0 U/P 0 U/P U U/P 0 U/P 0 U/P 0 U/P U/P U UIP 0 U/P 0 UIP U/P 0 U/P 0 U/P UP dry TOTAL dry 0 dry 0 dry 0 dry 0 dry 0 dry 0 dry U dry 0 dry 0 dy 0 0 d 0 dry 0 dry 0 dry 0 dry 0 dry 0 dry 0 dry 0 dry 06-05-2024 12:06:54 Page 5  RECOVERY  0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000  16589.8    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results : Scenario 8 : POST-4hr-100yr  Combined  Elapsed Instantaneous Outside Time inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (tlday) (ftdatum) (AP/s) Rate (#/s) Volume (#) Volume (#) Discharge (#) Type  Rate Discharge Infiow Infiltration Cumulative Flow  (hours) (P/s) 0.000 0.022 0.044 0.067 0,089 0.111 0.133 0.156 0.178 0.200 0.222 0.244 0.267 0.289 0.311 0,333 0.356 0,378 0.400 0.422 0,444 0.467 0.489 0.511 0.533 0.556 0,578 0.600 0.622 0.644 0.667 0.689 0.711 0.733 0.756 0.778 0.800 0.822 0.844 0.867 0.889 0.911 0.933 0.956 0.978 1.000 1.022 1.044 1.067 1.089 1.111 1.133 1.156 1.178 1.200 1.222 1.244 1:267 1.289 1.311 1.333 1.356 1.378 1.400 1.422 1:444 1.467 1.489 1.511 1.533 1:556 1.578 1.600 Archer Road Trailer Storage  0.0000 0.00000 80,50000 0,00000 0.0000 0,00000 80,50000 0,00000 0,0000 0.00000 80.50000 0.00000 0.0000 0.00000 80.50000 0.00002 0,0001 0.00000 80,50000 0.00021 0.0007 0,00000 80.50002 0.00103 0,0027 0.00000 80.50008 0.00330 0.0072 0,00000 80.50026 0.00799 0.0149 0,00000 80.50066 0.01562 0,0255 0.00000 80.50140 0,02608 0.0384 0.00000 80,50256 0.03872 0,0526 0.00000 80,50423 0.05265 0,0670 0,00000 80,50642 0,06696 0.0811 0.00000 80.50912 0.08096 0.0945 0,00000 80.51233 0.09429 0,1070 0,00000 80.51601 0.10676 0.1185 0.00000 80.52013 0.11827 0.1291 0.00000 80.52465 0.12882 0.1387 0,00000 80.52954 0.13845 0.1474 0.00000 80.53477 0,14719 0.1553 0.00000 80.54030 0.15512 0.1625 0.00000 80.54610 0,16232 0.1690 0.00000 80.55216 0.16941 0.1772 0.00000 80,55849 0.17520 0.1921 0.00000 87.75012 0.17732 0.2199 0.00000 87.75061 0.17736 0.2625 0.00000 87.75169 0.17743 0.3140 0.00000 87.75358 0.17753 0.3667 0.00000 87.75633 0,17768 0.4151 0.00000 87.75995 0.17786 0.4557 0.00000 87.76431 0.17807 0.4879 0.00000 87.76927 0.17831 0.5151 0.00000 87.77473 0,17857 0.5400 0.00000 87.78061 0.17885 0.5642 0.00000 87.78690 0,17914 0.5881 0.00000 87.79356 0.17946 0.6119 0.00000 87.80062 0.17979 0.6355 0.00000 87.80805 0,18014 0.6585 0.00000 87.81586 0.18050 0.6809 0.00000 87.82401 0,18088 0.7025 0.00000 87.83252 0,18128 0.7233 0.00000 87.84135 0,18169 0.7433 0.00000 87.85049 0.18211 0.7625 0.00000 87.85992 0,18255 0.7810 0.00000 87.86964 0,18300 0.7988 0.00000 87.87962 0.18346 0.8267 0.00000 87.88995 0.18394 0.8774 0.00000 87.90088 0.18447 0.9670 0.00000 87.91292 0,18506 1.0882 0.00000 87.92662 0.18573 1.2201 0.00000 87.94232 0.18649 1.3476 0.00000 87.96004 0.18734 1.4612 0.00000 87.97959 0.18827 1.5525 0.00000 88.00067 0.18926 1.6260 0.00000 88.02294 0.19029 1.6874 0.00000 88.04614 0.19137 1.7403 0.00000 88.07009 0.19248 1.7858 0.00000 88,09465 0.19361 1.8261 0.00000 88.11972 0.19476 1.8620 0.00000 88.14521 0.19594 1.8944 0.00000 88.17106 0,19712 1.9241 0.00000 88.19720 0,19832 1.9514 0.00000 88.22361 0.19953 1.9768 0.00000 88.25023 0.20075 2.0006 0.00000 88.27704 0.20198 2.0229 0.00000 88.30402 0.20321 2.0439 0.00000 88.33112 0.20445 2.0639 0.00000 88.35835 0.20570 2.0900 0.00000 88.38574 0.20696 2.1378 0.00000 88.41348 0.20824 2.2258 0.00000 88.44201 0.20957 2.3594 0.00000 88.47192 0.21098 2.5188 0.00000 88.50372 0.21248  0 0,000 0 0,000 0 0.000 0 0.000 0 0,003 0 0.033 0 0,167 0 0.562 0 1.445 0 3.061 0 5.617 0 9.256 0 14.041 0 19.969 0 26.996 0 35.056 0 44.077 0 53.980 0 64.689 0 76.131 0 88.239 0 100.951 0 114.210 0 128.057 0 142.829 0 159.308 0 178.603 0 201.665 0 228.893 0 260.1 164 0 294.994 0 332.738 0 372.859 0 415.064 0 459.232 0 505.322 0 553.323 0 603.220 0 654.982 0 708.558 0 763.891 0 820.919 0 879.580 0 939.810 0 1001.551 0 1064.741 0 1129.759 0 1197.922 0 1271.695 0 1353.900 0 1446.233 0 1548.942 0 1661.292 0 1781.842 0 1908.982 0 2041.517 0 2178.622 0 2319.667 0 2464.144 0 2611.668 0 2761.925 0 2914.665 0 3069,685 0 3226.816 0 3385.912 0 3546.848 0 3709.520 0 3873.832 0 4039.986 0 4209.096 0 4383.641 0 4567.051 4762.180  0.0 0.0 0.0 0,0 0,0 0,0 0.2 0.6 1.4 3.1 5.6 9,3 14.0 20.0 27.0 35.1 44.1 54.0 64.7 76.1 88.2 101.0 114.2 128.1 142.2 156.4 170.6 184.8 199.0 213.2 227.5 241.7 256.0 270.3 284.6 299.0 313.3 327.7 342.2 356.6 371.1 385.6 400.2 414.8 429.4 444.0 458.7 473.5 488.3 503.1 518.0 532.9 547.9 563.0 578.2 593.5 608.8 624.3 639.8 655.4 671.2 687.0 702.9 718.9 735.0 751.2 767.5 783.9 800.4 817.1 833.8 850.6 867.5  0 N.A. 0 U 0 U 0 0 U 0 0 0 0 U 0 0 0 0 0 0 0 U 0 U 0 U U U 0 U 0 U UIP UP U/P UP U/P UP UP 0 U/P 0 U/P 0 U/P 0 UP UP 0 U/P 0 U/P 0 U/P 0 UIP 0 UP 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP U/P 0 U/P UIP U/P U/P 0 UP 0 U/P UIP UIP 0 U/P 0 U/P . UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 UP 0 U/P 0 U/P 0 U/P 06-05-2024 12:06:55 Page8 8    PONDS Version 3.3.0315 Retention Pond Recovery: - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 8 : POST- 4hr-1 100y yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infitration Instantaneous Cumulative Cumulative Combined  Rate Discharge Inflow infiltration Cumulative Flow (R/s) Rate (A/s) Volume (#) Volume () Discharge (R) Type  (hours) (P/s) 1.622 1.644 1.667 1.689 1.711 1.733 1.756 1.778 1.800 1,822 1.844 1.867 1.889 1.911 1.933 1.956 1.978 2.000 2.022 2.044 2.067 2.089 2.111 2.133 2.156 2.178 2.200 2.222 2.244 2.267 2,289 2,311 2,333 2,356 2.378 2.400 2.422 2.444 2,467 2.489 2.511 2.533 2,556 2.578 2,600 2.622 2.644 2,667 2.689 2.711 2.733 2.756 2.778 2.800 2.822 2,844 2.867 2.889 2.911 2.933 2,956 2.978 3.000 3.022 3.044 3.067 3.089 3.111 3.133 3.156 3,178 3.200 3.222 Archer Road Trailer Storage  (Rday) (Adatum) 2,6793 0.00000 88,53753 0,21407 2.8250 0.00000 88,57322 0,21573 2.9443 0,00000 88.61046 0.21746 3.0355 0,00000 88,64883 0.21923 3.1062 0.00000 88,68800 0,22102 3.1630 0.00000 88.72768 0,22287 3.2096 0.00000 88.76770 0.22479 3.2481 0,00000 88.80793 0,22674 3.2808 0,00000 88,84826 0.22869 3.3090 0,00000 88.88862 0.23065 3.3336 0.00000 88.92896 0.23260 3.3556 0,00000 88.96923 0.23455 3.3755 0,00000 89.00941 0.23649 3.3936 0.00000 89.04948 0,23843 3.4103 0,00000 89.08942 0,24036 3.4259 0,00000 89.12922 0,24228 3.4405 0.00000 89.1 16887 0,24419 3.4542 0,00000 89.20835 0,24610 3.4568 0,00000 89.24760 0.24799 3.4372 0.00000 89.28644 0.24985 3.3811 0.00000 89.32450 0.25167 3.2967 0.00000 89.36143 0.25342 3.2044 0.00000 89.39703 0.25512 3.1183 0.00000 89.43131 0,25675 3.0467 0,00000 89.46445 0.25833 2.9969 0.00000 89.49664 0,25987 2.9639 0.00000 89.52816 0,26139 2.9416 0.00000 89.55915 0.26288 2.9264 0,00000 89.58974 0.26435 2.9171 0.00000 89.62000 0.26581 2.9116 0,00000 89.64999 0,26725 2.9089 0,00000 89.67976 0,26869 2.9082 0.00000 89.70933 0.27012 2.9089 0.00000 89.73873 0.27156 2.9106 0.00000 89.76797 0.27304 2.9129 0.00000 89.79707 0.27451 2.9157 0.00000 89.82601 0.27598 2.9188 0.00000 89.85482 0.27744 2.9220 0.00000 89.8 88349 0.27889 2.9253 0.00000 89.91204 0.28034 2.9214 0.00000 89.94041 2.8946 0.00000 89.96848 0.28318 2.8267 0.00000 89.99586 0.28455 2.7128 0.00000 90.02216 0.28585 2.5735 0.00000 90.04698 0.28707 2.4339 0.00000 90.07022 0.28821 2.3102 0.00000 90.09199 0,28929 2.2135 0.00000 90.11251 0.29031 2.1454 0.00000 90.13210 0.29129 2.0977 0.00000 90.15102 0.29223 2.0634 0.00000 90.16943 0.29316 2.0388 0.00000 90.18748 0.29407 2.0215 0.00000 90.20525 0.29497 2.0093 0.00000 90.22281 0.29586 2.0009 0.00000 90.24020 0.29674 1.9951 0.00000 90.25745 0.29761 1.9913 0.00000 90.27460 0.29848 1.9888 0.00000 90.29166 0.29935 1.9874 0.00000 90.30864 0.30021 1.9866 0.00000 90.32555 0.30107 1.9863 0,00000 90.34241 0.30192 1.9863 0.00000 90.35920 0.30277 1.9867 0.00000 90.37594 0.30362 1.9681 0.00000 90.39253 0.30445 1.9095 0.00000 90.40869 0.30525 1.7837 0.00000 90.42389 0.30598 1.6059 0.00000 90.43755 0.30663 1.4146 0,00000 90.44936 0:30719 1:2366 0.00000 90.45934 0.30765 1.0872 0.00000 90.46770 0.30804 0.9801 0.00000 90.47479 0.30838 0.9055 0.00000 90.48098 0.30868 0.8519 0.00000 90.48654 0.30895  0 4970,105 0 5190.277 0 5421.048 0 5660.243 0 5905,911 0 6156,678 0 6411,581 0 6669.888 0 6931.046 0 7194.637 0 7460.340 0 7727.908 0 7997.151 0 8267.913 0 8540.067 0 8813.514 0 9088.167 0 9363.952 0 9640.390 0 9916.147 0 10188.880 0 10455.990 0 10716.040 0 10968.940 0 11215.550 0 11457.290 0 11695.720 0 11931.940 0 12166.670 0 12400.410 0 12633.550 0 12866.370 0 13099.050 0 13331.740 0 13564.520 0. 13797.460 0 14030.600 0 14263.980 0 14497.610 0 14731.500 0 14965.370 0 15198.010 0 15426.860 0 15648.440 15859.900 0 16060.190 0 16249.960 0 16430.910 16605.260 0 16774.980 0 16941.430 0 17105.510 0 17267.920 0 17429.150 0 17589.550 0 17749.390 0 17908.850 0 18068.050 0 18227.100 0 18386.060 0 18544.980 0 18703.880 0 18862.810 0 19021.000 0 19176.100 0 19323.830 0 19459.420 0 19580.240 0 19686.290 19779.240 0 19861.930 0 19937.350 20007.650  884.6 901.8 919.1 936,6 954.2 971,9 989,8 1007.9 1026.1 1044.5 1063.0 1081.7 1100.5 1119.5 1138.7 1158.0 1177.5 1197.1 1216.8 1236.7 1256.8 1277,0 1297,4 1317.8 1338.4 1359.2 1380.0 1401.0 1422.1 1443.3 1464.6 1486.0 1507.6 1529,3 1551,0 1572.9 1595.0 1617.1 1639.4 1661.7 1684.2 1706.8 1729,5 1752,3 1775.3 1798.3 1821,4 1844.6 1867.8 1891.2 1914.6 1938.1 1961,6 1985.3 2009,0 2032,7 2056.6 2080.5 2104.5 2128.5 2152.7 2176.8 2201.1 2225.4 2249.8 2274.3 2298.8 2323.3 2347.9 2372,5 2397,2 2421.9 2446.6  0 UIP 0 U/P 0 UIP 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 UIP 0 UIP 0 UP 0 UIP 0 U/P 0 U/P 0 UP 0 UIP 0 U/P 0 U/P 0 U/P 0 UP 0 UIP 0 UP 0 UIP 0 U/P 0 UP 0 U/P 0 UP 0 U/P 0 UIP 0 UIP 0 UP 0 UP 0 U/P 0 U/P 0 U/P 0 U/P U UIP 0 U/P . UIP 0 U/P 0 U/P 0 UIP UIP 0 U/P 0 U/P 0 U/P U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 UIP 0 UP 0 UIP 0 UP 0 U/P 0 UIP 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UP 0 UP 0 UP 0 U/P 0 U/P 06-05-2024 12:06:55 Page 9  0.28178    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont,d.) : Scenario 8 : POST-4hr- 100y yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (Rlday) (datum) (é/s) Rate (A/s) Volume (#) Volume (A) Discharge (R) Type  Rate Discharge Inflow Infitration Cumulative Flow  (hours) (P/s) 3.244 3.267 3,289 3.311 3,333 3,356 3.378 3.400 3,422 3.444 3.467 3.489 3.511 3.533 3.556 3.578 3.600 3.622 3.644 3.667 3.689 3.711 3.733 3.756 3.778 3.800 3.822 3.844 3.867 3,889 3.911 3.933 3.956 3.978 4.000 4.022 4.044 4.067 4.089 4.111 4.133 4.156 4.178 4.200 4,222 4.244 4,267 4.289 4.311 4.333 4.356 4.378 4.400 4.422 4,444 4.467 4,489 4,511 4.533 4.556 4,578 6.978 9.378 11.778 14.178 16.578 18.978 21.378 23.778 26.178 28.578 34.578 40.578 Archer Road' Trailer Storage  0.8124 0.00000 90.49164 0,30920 0.7843 0.00000 90.49640 0.30944 0.7640 0,00000 90.50092 0,30966 0.7493 0.00000 90.50526 0,30988 0.7389 0.00000 90.50948 0,31009 0.7314 0,00000 90.51361 0,31030 0.7259 0.00000 90.51767 0.31051 0.7220 0.00000 90.52168 0.31071 0.7193 0.00000 90.52565 0.31091 0.7173 0.00000 90,52959 0.31111 0.7157 0.00000 90.53352 0.31131 0.7147 0.00000 90.53742 0.31151 0.7108 0.00000 90.54130 0.31170 0.6974 0.00000 90.54508 0.31189 0.6663 0.00000 90.54865 0.31206 0.6153 0.00000 90.55183 0,31221 0.5534 0.00000 90.55445 0,31232 0.4915 0.00000 90,55647 0.31241 0.4366 0.00000 90.55794 0.31248 0.3936 0.00000 90.55892 0.31252 0.3631 0.00000 90.55956 0,31254 0.3416 0.00000 90.55994 0.31256 0.3260 0.00000 90.56014 0.31256 0.3146 0.00000 90.56022 0,31257 0.3065 0.00000 90.56020 0.31256 0.3006 0.00000 90.56011 0,31256 0.2964 0.00000 90.55998 0.31255 0.2934 0.00000 90.55981 0.31254 0.2912 0.00000 90.55962 0.31253 0.2896 0.00000 90.55940 0,31252 0.2884 0.00000 90.55917 0.31251 0.2876 0.00000 90.55894 0.31250 0.2870 0.00000 90.55869 0.31248 0.2866 0.00000 90.55845 0.31247 0.2862 0.00000 90.55820 0.31246 0.2818 0.00000 90.55792 0.31244 0.2684 0.00000 90.55756 0.31242 0.2401 0.00000 90.55701 0.31238 0.2003 0.00000 90.55611 0.31233 0.1574 0.00000 90.55483 0.31225 0.1175 0.00000 90.55315 0.31216 0.0840 0.00000 90.55111 0.31204 0.0600 0.00000 90.54879 0.31192 0.0433 0.00000 90.54628 0.31179 0.0313 0.00000 90.54363 0.31165 0.0224 0.00000 90.54088 0.31151 0.0161 0.00000 90.53806 0.31137 0.0115 0.00000 90.53518 0.31122 0.0082 0.00000 90.53226 0,31107 0.0059 0.00000 90.52932 0.31092 0.0042 0.00000 90.52636 0.31077 0.0029 0.00000 90.52338 0.31062 0.0020 0.00000 90.52040 0.31047 0.0014 0.00000 90.51740 0.31031 0.0009 0.00000 90.51440 0.31016 0.0005 0.00000 90.51141 0.31001 0.0003 0.00000 90.50840 0.30986 0.0001 0.00000 90.50539 0.30970 0.0000 0.00000 90.50238 0.30955 0.0000 0.00000 90.49937 0.30940 0.0000 0.00000 90.49636 0.30925 0,0000 0.00000 90.17101 0.29296 0.0000 0.00000 89.84563 0.27652 0.0000 0.00000 89.52022 0.26045 0.0000 0.00000 89.19482 0.24467 0.0000 0.00000 88.86936 0.22900 0.0000 0.00000 88.54390 0.26529 0.0000 0.00000 88.04627 0.20460 0.0000 0.00000 87.87253 0.08384 0.0000 0.00000 87.73643 0.03392 0.0000 0.00000 87.44286 0.00000 0.0000 0.00000 86.96471 0.00000 0.0000 0.00000 86.61303 0.00000  0 20074.220 0 20138.090 0 20200.020 0 20260.550 0 20320,080 0 20378.890 0 20437,180 0 20495.100 0 20552.750 0 20610.210 0 20667.530 0 20724.750 0 20781.770 0 20838.090 0 20892. 640 0 20943.910 0 20990.650 0 21032.450 0 21069,570 0 21102,780 0 21133.050 0 21161,230 0 21187.940 0 21213.560 0 21238.410 0 21262.700 0 21286.580 0 21310.170 0 21333.550 0 21356.780 0 21379.900 0 21402.950 0 21425.930 0 21448.870 0 21471.790 0 21494:510 0 21516.520 0 21536.860 0 21554.480 0 21568.780 0 21579.780 0 21587.840 0 21593.600 0 21597.740 0 21600.720 0 21602.870 0 21604.410 0 21605.520 0 21606.310 0 21606.870 0 21607.270 21607.550 0 21607.750 0 21607.880 0 21607.970 0 21608.030 0 21608.060 0 21608.080 0 21608.080 0 21608.080 0 21608.080 0 21608.080 21608.080 21608.080 11347.3 21608.080 135293 0 21608.080 15575.2 0 21608.080 17486.5 0 21608.080 20159.4 0 21608.080 21021.9 21608.080 21608.1 21608. 080 21608.1 21508.080 27608. U 21608.080 21608.1  2471.3 2496,1 2520,8 2545.6 2570.4 2595.2 2620.1 2644.9 2669.8 2694.7 2719,5 2744.5 2769.4 2794.3 2819.3 2844.3 2869.2 2894.2 2919.2 2944.2 2969.2 2994.2 3019.2 3044.2 3069.3 3094.3 3119.3 3144.3 3169.3 3194.3 3219.3 3244.3 3269.3 3294.3 3319.3 3344.3 3369.3 3394.2 3419.2 3444.2 3469.2 3494.2 3519.1 3544.1 3569.0 3593.9 3618.9 3643.8 3668.6 3693.5 3718.4 3743.3 3768.1 3792.9 3817.7 3842.6 3867.3 3892,1 3916.9 3941.7 3966.4 6569.0 9028.8  0 U/P 0 U/P 0 UP 0 UP 0 U/P 0 UP 0 UP 0 UP 0 UP 0 U/P UIP 0 UP U/P 0 U/P 0 U/P 0 UP 0 UP 0 UP 0 UP 0 UIP UP 0 UP 0 U/P UIP 0 UIP U/P 0 U/P 0 UIP 0 UIP U/P U/P 0 UP U U/P 0 UP 0 U/P 0 U/P 0 UIP 0 UP U/P . U/P 0 UP 0 UP 0 UP U UIP 0 UP 0 UIP 0 UIP 0 UIP 0 UIP 0 UIP 0 UIP 0 UP 0 UP 0 U/P 0 U/P U/P 0 UIP 0 UIP 0 UIP UP 0 U/P UP UP 0 U/P HALF 0 UP 0 U/P 0 U/P 0 U/S 0 S 0 S S  RECOVERY  S TOTAL RECOVERY 06-05-2024 12:06:55 Page 10    PONDS Version 3.3.0315 Retention Pond Recovery Refined Method Copyright: 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results : Scenario 9 : POST-8hr-1 100) yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined  Rate Discharge Inflow Infiltration Cumulative Flow (R/s) Rate (R/s) Volume () Volume (#). Discharge (R) Type  (hours) (#ls) 0,000 0,022 0,044 0,067 0.089 0.111 0.133 0.156 0.178 0.200 0.222 0,244 0.267 0.289 0.311 0,333 0.356 0.378 0.400 0.422 0.444 0.467 0.489 0.511 0.533 0.556 0,578 0.600 0.622 0.644 0.667 0.689 0.711 0.733 0.756 0.778 0.800 0.822 0.844 0.867 0.889 0.911 0.933 0.956 0.978 1.000 1.022 1,044 1.067 1,089 1.111 1,133 1.156 1.178 1.200 1.222 1.244 1.267 1,289 1.311 1.333 1.356 1.378 1,400 1.422 1.444 1.467 1.489 1.511 1.533 1.556 1.578 1.600 Archer Road Trailer Storage  (Vday) (tdatum) 0,0000 0.00000 80.50000 0,00000 0,0000 0.00000 80.50000 0.00000 0,0000 0.00000 80.50000 0,00000 0,0000 0.00000 80.50000 0,00000 0.0000 0.00000 80,50000 0,00000 0.0000 0.00000 80.50000 0.00000 0.0000 0.00000 80.50000 0.00000 0.0000 0.00000 80.50000 0.00000 0.0000 0.00000 80.50000 0.00000 0.0000 0.00000 80.50000 0.00000 0.0000 0.00000 80.50000 0.00000 0.0000 0.00000 80.50000 0.00000 0.0000 0.00000 80.50000 0.00002 0,0001 0.00000 80.50000 0.00009 0.0002 0.00000 80.50001 0.00030 0,0007 0.00000 80.50002 0,00075 0,0014 0.00000 80.50006 0.00151 0.0025 0.00000 80.50014 0.00261 0.0040 0.00000 80.50025 0.00401 0.0056 0.00000 80.50043 0.00563 0.0074 0.00000 80,50066 0.00740 0.0092 0.00000 80.50097 0.00925 0.0111 0.00000 80.50134 0.01112 0.0130 0.00000 80.50178 0.01298 0.0148 0.00000 80.50229 0.01482 0.0166 0.00000 80.50286 0.01662 0.0184 0.00000 80.50350 0.01837 0.0201 0.00000 80.50420 0.02006 0.0217 0.00000 80.50497 0.02170 0.0233 0.00000 80,50579 0.02327 0.0248 0.00000 80.50667 0.02479 0.0263 0.00000 80,50760 0,02624 0.0277 0.00000 80.50859 0.02765 0.0290 0.00000 80.50962 0.02899 0.0303 0.00000 80.51070 0.03029 0.0315 0.00000 80.51183 0.03153 0.0327 0.00000 80.51301 0.03273 0.0339 0.00000 80.51423 0.03388 0.0350 0.00000 80.51549 0.03498 0,0361 0.00000 80,51678 0.03604 0.0371 0.00000 80.51812 0.03707 0.0381 0,00000 80,51949 0.03805 0.0390 0.00000 80.52090 0.03900 0.0399 0.00000 80.52234 0.03992 0.0408 0.00000 80.52382 0.04080 0.0417 0.00000 80,52532 0.04246 0.0457 0.00000 80.52692 0.04751 0.0569 0.00000 80.52879 0.05992 0.0802 0.00000 80.53130 0.08272 0.1137 0.00000 80.53484 0.11473 0.1514 0.00000 80.53968 0.15127 0.1886 0.00000 80.54589 0.17367 0.2223 0.00000 87,75048 0.17735 0.2495 0.00000 87,75147 0.17741 0.2714 0.00000 87,75288 0.17748 0.2894 0.00000 87.75462 0.17757 0.3045 0.00000 87.75665 0.17766 0.3171 0.00000 87.75890 0.17777 0.3278 0.00000 87.76135 0.17789 0.3369 0.00000 87.76397 0.17801 0.3447 0.00000 87.76672 0.17814 0.3515 0.00000 87,76959 0.17827 0.3576 0.00000 87.77257 0.17841 0.3636 0.00000 87,77564 0.17855 0.3700 0.00000 87.77882 0.17870 0.3772 0.00000 87.78210 0.17885 0.3853 0.00000 87.78551 0.17901 0.3941 0.00000 87.78905 0.17917 0.4034 0.00000 87.79274 0.17935 0.4130 0.00000 87.79659 0.17953 0.4226 0.00000 87.80058 0.17971 0.4322 0.00000 87.80473 0.17990 0.4417 0.00000 87.80903 0.18010  0,000 0 0.000 0 0.000 0 0,000 0 0,000 0 0,000 0 0.000 0 0,000 0 0.000 0 0.000 0 0.000 0 0.000 0 0,000 0 0.003 0 0.014 0 0,050 0 0.134 0 0.293 0 0.552 0 0.935 0 1.454 0 2,119 0 2.933 0 3.898 0 5.011 0 6.269 0 7.670 0 9.208 0 10.880 0 12.680 0 14.603 0 16.645 0 18.802 0 21.069 0 23.441 0 25.915 0 28.486 0 31.151 0 33.906 0 36.748 0 39.673 0 42.679 0 45.762 0 48.919 0 52.148 0 55.447 0 58.942 0 63.048 0 68.529 0 76.283 0 86.887 0 100.487 0 116.921 0 135.793 0 156.629 0 179.059 0 202.815 0 227.681 0 253,478 0 280.065 0 307.328 0 335.173 0 363.534 0 392.382 0 421.727 0 451.617 0 482.116 0 513.290 0 545.191 0 577.847 0 611.271 0 645.464 0 680.423  0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0,0 0.1 0.1 0,3 0,6 0.9 1,5 2.1 2.9 3.9 5.0 6.3 7.7 9.2 10.9 12.7 14.6 16.6 18.8 21.1 23.4 25.9 28.5 31.2 33.9 36.7 39.7 42.7 45.8 48.9 52.1 55.4 58.9 63.0 68.5 76.3 86.9 100.5 114.7 128.9 143.1 157.3 171.5 185.7 199.9 214.1 228.4 242.6 256.9 271.2 285.5 299.8 314.1 328.4 342.8 357.1 371.5 385.9 400.3  NA 0 U 0 U 0 U 0 U 0 U 0 U 0 U U  U 0 U/P U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 UP 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P U/P 06-05-2024 12:06:56 Page 13    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright: 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 9 : POST- 8h hr-1 100) yr  Combined  Elapsed Instantaneous Outside Time inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (day) (ftdatum) (Ré/s) Rate (R/s) Volume (A) Volume (R) Discharge (#) Type  Rate Discharge Inflow Infiltration Cumulative Flow  (hours) (P/s) 1.622 1.644 1.667 1.689 1.711 1.733 1.756 1.778 1.800 1.822 1.844 1.867 1.889 1.911 1.933 1,956 1.978 2.000 2,022 2,044 2,067 2.089 2.111 2.133 2.156 2.178 2.200 2.222 2.244 2.267 2.289 2.311 2.333 2.356 2.378 2.400 2.422 2.444 2.467 2.489 2.511 2.533 2.556 2.578 2,600 2.622 2.644 2.667 2.689 2.711 2,733 2.756 2.778 2.800 2.822 2.844 2.867 2.889 2.911 2.933 2.956 2.978 3.000 3.022 3.044 3.067 3.089 3.111 3.133 3.156 3.178 3:200 3.222 Archer Road Trailer Storage  0.4511 0,00000 87.81348 0,18031 0,4603 0,00000 87.81808 0,18052 0.4693 0,00000 87,82282 0,18074 0.4780 0.00000 87,82770 0,18097 0.4866 0.00000 87.83271 0,18120 0.4949 0.00000 87.83785 0,18144 0.5030 0.00000 87.84312 0,18168 0.5109 0.00000 87.84851 0.18193 0,5185 0.00000 87.85402 0.18218 0.5260 0.00000 87,85963 0.18244 0.5333 0.00000 87.86536 0.18271 0.5403 0.00000 87,87120 0.18298 0.5472 0.00000 87.87714 0.18325 0.5540 0.00000 87.88317 0.18353 0.5605 0.00000 87.88930 0.18381 0,5669 0,00000 87.89552 0.18409 0,5731 0,00000 87,90183 0,18438 0.5792 0.00000 87.90823 0.18468 0.5885 0.00000 87.91473 0.18498 0.6048 0.00000 87.92143 0,18529 0.6330 0.00000 87,92847 0.18563 0.6705 0.00000 87.93604 0.18599 0.7109 0.00000 87.94421 0,18637 0.7494 0.00000 87.95299 0,18679 0.7833 0.00000 87.96233 0,18722 0.8100 0.00000 87.97213 0.18768 0.8311 0.00000 87.98228 0.18815 0.8485 0.00000 87.99271 0.18863 0.8635 0.00000 88.00336 0.18912 0.8763 0.00000 88.01419 0.18962 0.8876 0.00000 88.02518 0.19012 0.8978 0.00000 88.03631 0.19063 0.9071 0.00000 88.04755 0.19115 0.9157 0.00000 88.05889 0.19167 0.9238 0.00000 88.07033 0.19219 0.9314 0.00000 88.08185 0:19272 0.9387 0.00000 88.09344 0.19325 0.9456 0.00000 88.10511 0.19378 0.9523 0.00000 88.11684 0.19432 0.9588 0.00000 88.12863 0.19486 0.9651 0.00000 88.14048 0.19540 0.9711 0.00000 88.15238 0.19595 0.9769 0.00000 88.16434 0.19649 0.9826 0.00000 88.17634 0.19704 0.9881 0.00000 88.18839 0.19759 0.9935 0.00000 88.20047 0.19814 0.9988 0.00000 88.21259 0.19870 1.0040 0.00000 88.22475 0.19925 1.0090 0.00000 88.23695 0.19981 1.0139 0.00000 88.24918 0.20037 1.0187 0.00000 88.26143 0.20093 1.0234 0.00000 88.27372 0.20149 1.0280 0.00000 88.28603 0.20205 1.0325 0.00000 88.29837 0.20262 1.0368 0.00000 88.31073 0.20318 1.0411 0.00000 88.32311 0.20375 1.0453 0.00000 88.33552 0.20432 1.0494 0.00000 88.34794 0.20488 1.0534 0.00000 88.36037 0.20545 1.0573 0.00000 88.37283 0.20602 1.0612 0.00000 88.38530 0.20659 1.0649 0.00000 88.39777 0.20716 1.0686 0.00000 88.41027 0.20773 1.1018 0.00000 88.42298 0.20833 1.1973 0.00000 88.43658 0.20900 1.3971 0.00000 88.45226 0.20979 1.6786 0.00000 88.47131 0.21076 1.9835 0.00000 88.49445 0.21191 2.2704 0.00000 88.52166 0.21323 2.5152 0.00000 88.55243 0.21470 2.6967 0.00000 88.58595 0.21627 2.8290 0.00000 88.62140 0.21792 2.9291 0.00000 88.65816 0.21962  0 716.137 0 752.592 0 789,774 0 827,666 0 866.250 0 905.507 0 945.422 0 985.975 0 1027.150 0 1068.931 0 1111.302 0 1154.246 0 1197,750 0 1241,797 0 1286,376 0 1331.471 0 1377.070 0 1423.161 0 1469.866 0 1517.596 0 1567,105 0 1619.245 0 1674.504 0 1732.919 0 1794.227 0 1857.957 0 1923.600 0 1990.785 0 2059.265 0 2128.854 0 2199.408 0 2270.824 0 2343.019 0 2415.929 0 2489.507 0 2563.714 0 2638.515 0 2713.886 0 2789.804 0 2866,250 0 2943.205 0 3020.652 0 3098.572 0 3176.952 0 3255.781 0 3335.047 0 3414.740 0 3494.851 0 3575.368 0 3656.284 0 3737,587 0 3819.271 0 3901.325 0 3983.742 0 4066.514 0 4149.632 0 4233.089 0 4316.877 0 4400.990 0 4485.421 0 4570,162 0 4655.207 0 4740.550 0 4827.367 0 4919.329 0 5023.104 0 5146.133 0 5292.619 0 5462.773 0 5654.196 0 5862.674 6083.703 6314.024  414.7 429,1 443.6 458.0 472.5 487.0 501,6 516.1 530.7 545.3 559.9 574.5 589.1 603.8 618.5 633.2 648.0 662.7 677,5 692.3 707.2 722.0 736.9 751.8 766.8 781.8 796.8 811.9 827.0 842.2 857.3 872.6 887.8 903.2 918.5 933.9 949.3 964.8 980.4 995.9 1011.5 1027.2 1042.9 1058.6 1074.4 1090.2 1106.1 1122.0 1138.0 1154.0 1170.1 1186.1 1202.3 1218.5 1234.7 1251.0 1267.3 1283.7 1300.1 1316.5 1333.1 1349.6 1366.2 1382.8 1399.5 1416.3 1433.1 1450.0 1467.0 1484.1 1501.4 1518.7 1536.2  0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 UIP 0 UP 0 U/P 0 UP 0 UIP 0 UIP 0 UP 0 UP 0 U/P 0 U/P 0 U/P . U/P 0 U/P 0 UIP 0 UP 0 U/P 0 U/P U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UP 0 U/P 0 U/P 0 U/P U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 UP 0 U/P 0 UP 0 UP 0 U/P 0 U/P UP 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 UP 0 UP 0 U/P 0 U/P 0 U/P 0 UP 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 UIP 0 U/P UIP U/P 06-05-2024 12:06:56 Page 14    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 9 : POST-8hr-100) yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (Rlday) (ftdatum) (R/s) Rate (/s). Volume (R) Volume (R) Discharge (A) Type  Rate Discharge Inflow Infiltration Cumulative Flow  (hours) (/s) 3.244 3,267 3,289 3.311 3.333 3.356 3.378 3.400 3.422 3.444 3.467 3.489 3.511 3,533 3.556 3.578 3.600 3.622 3.644 3.667 3.689 3.711 3.733 3.756 3.778 3.800 3.822 3.844 3.867 3.889 3.911 3.933 3.956 3.978 4.000 4.022 4.044 4.067 4.089 4.111 4.133 4.156 4.178 4.200 4.222 4.244 4.267 4.289 4.311 4.333 4.356 4.378 4.400 4.422 4.444 4.467 4.489 4.511 4.533 4.556 4.578 4.600 4.622 4.644 4.667 4.689 4.711 4.733 4.756 4.778 4.800 4.822 4.844 Archer Road Trailer Storage  3.0076 0.00000 88.69583 0.22135 3.0682 0,00000 88.73414 0.22314 3.1166 0.00000 88.77284 0,22501 3.1556 0.00000 88.81179 0.22690 3.1876 0.00000 88.85086 0,22879 3.2146 0.00000 88.88997 0,23068 3.2378 0.00000 88.92905 0,23257 3.2581 0.00000 88.96809 0.23446 3.2760 0.00000 89,00702 0.23634 3.2922 0.00000 89.04584 0,23822 3.3071 0.00000 89.08452 0.24009 3.3208 0.00000 89.12306 0.24195 3.3334 0.00000 89.16145 0,24380 3.3449 0.00000 89,19966 0.24565 3.3554 0.00000 89,23770 0.24749 3.3655 0.00000 89.27557 0.24932 3.3752 0.00000 89,31325 0.25114 3.3845 0.00000 89.35075 0.25295 3.3934 0.00000 89.38807 0.25475 3.4019 0.00000 89.42520 0.25654 3.4102 0.00000 89.46216 0.25833 3.4181 0.00000 89,49893 0.26011 3.4258 0.00000 89.53552 0.26187 3.4331 0.00000 89.57193 0.26363 3.4402 0.00000 89.60816 0.26538 3.4471 0.00000 89.64421 0.26712 3.4537 0.00000 89.68008 0.26885 3.4601 0.00000 89.71577 0.27058 3.4662 0.00000 89.75129 0.27235 3.4722 0.00000 89.78662 0,27414 3.4779 0.00000 89.82177 0.27592 3.4835 0.00000 89.85673 0.27769 3.4888 0.00000 89.89151 0.27946 3.4940 0.00000 89.92611 0.28121 3.4990 0.00000 89.96053 0.28295 3.4712 0.00000 89.99459 0.28466 3.3743 0.00000 90.02777 0.28630 3.1624 0.00000 90,05912 0.28782 2.8617 0.00000 90.08762 0.28918 2.5374 0.00000 90.11270 0.29037 2.2355 0.00000 90.13443 0.29140 1.9821 0.00000 90.15321 0.29230 1.8004 0.00000 90,16967 0.29309 1.6740 0.00000 90.18450 0.29382 1.5834 0.00000 90.19817 0.29449 1.5166 0.00000 90.21101 0.29513 1.4693 0.00000 90.22323 0.29574 1.4350 0.00000 90.23499 0.29633 1.4105 0.00000 90.24644 0.29690 1.3931 0.00000 90.25764 0.29747 1.3806 0.00000 90.26866 0.29802 1.3717 0.00000 90.27955 0.29857 1.3654 0.00000 90.29034 0.29912 1.3610 0.00000 90.30104 0.29966 1.3579 0.00000 90.31169 0.30020 1.3556 0.00000 90.32228 0.30074 1.3541 0.00000 90.33283 0:30128 1.3533 0.00000 90.34335 0.30181 1.3531 0.00000 90.35384 0.30234 1.3536 0.00000 90.36430 0.30287 1.3540 0.00000 90.37474 0.30340 1.3545 0.00000 90.38516 0.30393 1.3550 0.00000 90.39558 0.30446 1.3554 0.00000 90.40596 0.30499 1.3559 0.00000 90.41633 0.30552 1.3564 0.00000 90:42668 0.30604 1.3568 0.00000 90.43701 0.30657 1.3572 0.00000 90.44733 0.30709 1:3577 0.00000 90.45763 0.30761 1.3581 0.00000 90.46790 0.30813 1:3585 0.00000 90.47816 0.30866 1.3590 0.00000 90.48840 0.30918 1.3594 0.00000 90.49862 0.30969  0 6551.490 0 6794.520 0 7041,909 0 7292.795 0 7546.523 0 7802,613 0 8060.711 0 8320.546 0 8581,908 0 8844.633 0 9108.603 0 9373.720 0 9639.889 0 9907.022 0 10175.040 0 10443.880 0 10713.500 0 10983.890 0 11255.000 0 11526.810 0 11799.300 0 12072.430 0 12346.190 0 12620.540 0 12895.480 0 13170.970 0 13447.000 0 13723.550 0 14000.610 0 14278.140 0 14556.140 0 14834.600 0 15113.490 0 15392.800 0 15672.530 0 15951.330 0 16225.150 0 16486.620 0 16727.580 0 16943.540 0 17134.460 0 17303.160 0 17454.460 0 17593.440 0 17723.730 0 17847.730 0 17967.170 0 18083.340 0 18197.150 0 18309.300 0 18420.250 0 18530.340 0 18639.820 0 18748.870 0 18857.630 0 18966.170 0 19074.550 0 19182.850 0 19291.100 0 19399.370 0 19507.670 0 19616.010 0 19724.390 0 19832.810 0 19941.260 0 20049.750 0 20158.280 0 20266.840 0 20375.440 0 20484.070 20592.730 20701.430 20810.170  1553,9 1571.6 1589,6 1607.6 1625.9 1644.2 1662.8 1681.5 1700.3 1719.3 1738.4 1757.7 1777.1 1796.7 1816.4 1836.3 1856.3 1876.5 1896.8 1917.2 1937.8 1958.6 1979.4 2000.5 2021.6 2042.9 2064.4 2085.9 2107.7 2129.5 2151.5 2173.7 2196.0 2218.4 2240.9 2263.7 2286.5 2309.5 2332.5 2355.7 2379.0 2402.4 2425.8 2449.2 2472.8 2496,4 2520.0 2543.7 2567.4 2591.2 2615.0 2638.9 2662.8 2686.7 2710.7 2734.8 2758.8 2783.0 2807.1 2831.3 2855.6 2879.9 2904.2 2928.6 2953.0 2977.5 3002.0 3026.5 3051.1 3075.8 3100.4 3125.1 3149.9  0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 UIP 0 UIP 0 U/P 0 UP 0 U/P 0 U/P 0 UP 0 UP 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 UIP 0 UP U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 UIP U/P 0 UP 0 UP 0 U/P 0 U/P 0 UIP 0 U/P U/P 0 U/P U/P 0 U/P 0 U/P 0 UIP 0 UIP 0 UIP 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 U/P U/P U UIP U/P UP U/P 0 U/P U/P U/P UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 06-05-2024 12:06:56 Page 15    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont,d.) : Scenario 9 : POST-8hr-100) yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (f/day) (Rdatum) (R/s) Rate (A/s) Volume (A) Volume (R) Discharge (R) Type  Rate Discharge Inflow Infiltration Cumulative Flow  (hours) (/s) 4.867 4.889 4.911 4.933 4.956 4,978 5.000 5,022 5,044 5.067 5,089 5,111 5.133 5.156 5,178 5.200 5.222 5.244 5.267 5.289 5.311 5,333 5.356 5.378 5.400 5.422 5.444 5.467 5.489 5.511 5.533 5,556 5,578 5.600 5.622 5.644 5.667 5.689 5.711 5.733 5.756 5.778 5,800 5,822 5.844 5,867 5.889 5.911 5.933 5.956 5.978 6.000 6.022 6.044 6.067 6.089 6.111 6.133 6.156 6.178 6.200 6.222 6,244 6.267 6.289 6.311 6.333 6.356 6.378 6.400 6.422 6.444 6.467 Archer Road Trailer Storage  1.3598 0.00000 90.50883 0,31021 1.3602 0.00000 90.51901 0,31073 1.3606 0,00000 90.52918 0,31125 1.3610 0.00000 90.53933 0,31176 1.3614 0,00000 90.54946 0,31228 1:3618 0,00000 90,55958 0.31279 1.3622 0,00000 90.56967 0,31330 1.3498 0.00000 90,57969 0.31380 1.3105 0,00000 90.58944 0,31428 1.2265 0.00000 90.59858 0.31472 1.1079 0.00000 90.60674 0,31511 0.9803 0.00000 90.61369 0.31543 0.8616 0.00000 90.61948 0.31570 0.7620 0,00000 90.62421 0.31592 0.6906 0.00000 90.62811 0.31610 0.6408 0.00000 90.63144 0.31626 0,6051 0.00000 90.63436 0.31640 0.5787 0,00000 90.63698 0,31653 0.5600 0.00000 90.63939 0.31665 0.5464 0.00000 90,64163 0.31676 0,5366 0.00000 90.64377 0.31687 0.5296 0.00000 90.64582 0.31697 0.5245 0.00000 90.64782 0.31707 0,5209 0.00000 90.64977 0.31717 0,5183 0.00000 90,65169 0,31726 0.5164 0.00000 90,65359 0.31736 0.5150 0.00000 90.65547 0.31746 0.5140 0.00000 90.65734 0.31755 0.5132 0.00000 90.65919 0.31764 0.5128 0.00000 90.66105 0.31774 0.5126 0.00000 90.66290 0.31783 0.5126 0.00000 90,66474 0.31793 0.5127 0.00000 90.66658 0.31802 0.5127 0.00000 90.66843 0.31811 0.5128 0,00000 90.67027 0.31821 0.5128 0.00000 90.67211 0,31830 0.5129 0.00000 90.67395 0.31839 0.5129 0.00000 90.67579 0.31849 0.5130 0.00000 90.67763 0.31858 0.5130 0.00000 90.67946 0.31867 0.5130 0.00000 90.68130 0.31877 0.5131 0.00000 90.68313 0.31886 0.5131 0.00000 90.68497 0.31895 0.5132 0.00000 90.68680 0.31905 0.5132 0.00000 90.68863 0.31914 0.5133 0.00000 90.69046 0.31923 0.5133 0.00000 90.69229 0.31933 0.5134 0.00000 90.69412 0.31942 0.5134 0.00000 90.69595 0.31951 0.5135 0.00000 90.69778 0.31960 0.5135 0.00000 90.69960 0.31970 0.5135 0.00000 90.70142 0.31979 0.5123 0.00000 90.70324 0.31988 0.5084 0.00000 90.70503 0.31997 0.4999 0.00000 90.70676 0.32006 0.4880 0.00000 90.70840 0.32014 0.4752 0.00000 90.70992 0.32021 0.4633 0.00000 90.71133 0.32028 0.4534 0.00000 90.71262 0.32034 0.4462 0.00000 90.71384 0.32040 0.4412 0.00000 90.71500 0.32046 0.4377 0.00000 90.71611 0.32052 0.4350 0.00000 90.71720 0.32057 0.4332 0.00000 90.71827 0.32063 0.4318 0.00000 90.71931 0.32068 0.4309 0.00000 90.72036 0.32073 0.4302 0.00000 90.72139 0.32078 0.4297 0.00000 90.72241 0.32084 0.4294 0.00000 90.72343 0.32089 0.4291 0.00000 90.72445 0.32094 0.4290 0.00000 90.72546 0.32099 0.4289 0.00000 90.72647 0.32104 0.4288 0.00000 90.72749 0.32109  0 20918.940 0 21027.730 0 21136.570 0 21245.430 0 21354.330 0 21463,260 0 21572,220 0 21680.700 0 21787.110 0 21888.590 0 21981,970 0 22065,500 0 22139.170 0 22204.120 0 22262.220 0 22315.470 0 22365.310 0 22412,660 0 22458.210 0 22502.460 0 22545.780 0 22588.430 0 22630,590 0 22672.410 0 22713.970 0 22755.360 0 22796.620 0 22837.780 0 22878.870 0 22919.910 0 22960.920 0 23001.930 0 23042.940 0 23083.960 0 23124.980 0 23166.000 0 23207.030 0 23248.060 0 23289,090 0 23330.130 0 23371.170 0 23412.220 0 23453.270 0 23494.320 0 23535.380 0 23576.440 0 23617.500 0 23658.570 0 23699.640 0 23740.720 0 23781.800 0 23822.880 0 23863.910 0 23904.740 0 23945.070 0 23984.590 24023.120 0 24060.670 0 24097.340 0 24133.320 0 24168.810 0 24203.970 0 24238.880 0 24273.610 0 24308.210 0 24342.720 0 24377.160 0 24411.560 0 24445.920 24480.260 24514.590 24548.900 24583.210  3174.7 3199.5 3224.4 3249.3 3274.3 3299.3 3324.3 3349.4 3374.5 3399.7 3424.9 3450.1 3475,4 3500.6 3525.9 3551,2 3576.5 3601.8 3627.2 3652.5 3677.8 3703.2 3728.6 3753.9 3779,3 3804.7 3830.1 3855.5 3880.9 3906.3 3931.7 3957.2 3982.6 4008.0 4033.5 4059.0 4084.4 4109.9 4135.4 4160.9 4186.4 4211.9 4237.4 4262.9 4288.4 4314.0 4339.5 4365.1 4390.6 4416.2 4441.8 4467.3 4492.9 4518.5 4544.1 4569.7 4595.3 4621.0 4646.6 4672.2 4697.8 4723.5 4749.1 4774.8 4800,4 4826,1 4851.7 4877,4 4903.1 4928.8 4954.4 4980.1 5005.8  0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 UP 0 UIP 0 U/P 0 UIP 0 U/P 0 UIP 0 U/P 0 UIP 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 UIP 0 UIP 0 UP 0. U/P 0 U/P 0 UIP 0 UP 0 UIP 0 U/P 0 UIP 0 UP U/P 0 U/P 0 U/P 0 UIP 0 UP 0 U/P 0 UIP 0 UP 0 U/P 0 U/P 0 UIP 0 UIP 0 UP 0 UP 0 UIP 0 UP 0 UIP 0 UP 0 UIP 0 UIP 0 UIP 0 UP 0 U/P 0 UIP 0 UP 0 UP 0 UP 0 U/P 0 U/P 0 UP 0 UP 0 UIP 0 U/P 0 U/P 0 U/P 0 UIP 0 UIP 0 UIP 0 UIP 0 U/P 0 UP U/P 0 U/P U/P 06-05-2024 12:06:56 Page 16    PONDS Version 3.3.0315 Retention Pond Recovery: - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont,d.) : Scenario 9 : POST-8hr-1 100 yr  Combined  Elapsed Instantaneous Outside  Stage Infiltration Instantaneous Cumulative Cumulative Combined (fiday) (Rdatum) (é/s) Rate (R/s) Volume (A) Volume (A) Discharge (R) Type  Time Inflow Rate Recharge Elevation Rate Discharge Inflow Infiltration Cumulative Flow  (hours) (R/s) 6.489 6.511 6.533 6.556 6,578 6.600 6.622 6,644 6.667 6,689 6.711 6.733 6.756 6.778 6.800 6.822 6.844 6.867 6.889 6.911 6.933 6,956 6.978 7.000 7.022 7.044 7.067 7.089 7.111 7.133 7.156 7.178 7.200 7.222 7.244 7.267 7.289 7.311 7.333 7.356 7.378 7,400 7,422 7,444 7.467 7.489 7.511 7.533 7.556 7.578 7.600 7.622 7.644 7.667 7.689 7.711 7.733 7.756 7.778 7.800 7.822 7.844 7.867 7.889 7.911 7.933 7.956 7.978 8.000 8.022 8.044 8.067 8.089 Archer Road Trailer Storage  0.4287 0.00000 90.72849 0.32115 0.4287 0.00000 90.72950 0.32120 0.4287 0.00000 90.73051 0.32125 0.4287 0.00000 90,73151 0.32130 0,4288 0.00000 90.73252 0.32135 0.4288 0.00000 90,73353 0.32140 0,4288 0.00000 90.73454 0.32145 0.4289 0.00000 90.73554 0,32150 0.4289 0.00000 90.73655 0.32155 0.4289 0.00000 90.73755 0,32161 0.4289 0,00000 90.73856 0.32166 0:4290 0.00000 90.73956 0.32171 0.4290 0.00000 90,74056 0.32176 0,4290 0.00000 90.74157 0.32181 0:4291 0,00000 90.74257 0,32186 0.4291 0.00000 90,74357 0.32191 0.4291 0.00000 90.74458 0.32196 0.4291 0.00000 90.74557 0.32201 0.4292 0,00000 90.74657 0.32208 0.4292 0.00000 90.74758 0.32216 0.4292 0.00000 90.74858 0,32225 0.4292 0.00000 90.74958 0,32234 0.4293 0.00000 90.75058 0.32243 0.4293 0.00000 90.75157 0.32252 0.4268 0.00000 90.75256 0.32260 0.4188 0.00000 90.75349 0.32268 0.4018 0.00000 90.75431 0.32275 0.3779 0.00000 90.75494 0.32279 0.3522 0.00000 90.75533 0.32282 0.3282 0.00000 90.75549 0.32282 0.3081 0.00000 90.75545 0.32281 0.2937 0.00000 90,75525 0.32279 0.2837 0.00000 90.75493 0.32275 0.2765 0.00000 90.75453 0.32272 0.2712 0.00000 90.75407 0.32267 0.2674 0.00000 90.75358 0.32263 0.2647 0.00000 90.75305 0.32258 0.2627 0.00000 90.75250 0.32253 0.2613 0.00000 90.75193 0.32248 0.2603 0.00000 90.75136 0.32243 0.2595 0.00000 90.75077 0.32237 0.2590 0.00000 90.75018 0.32232 0.2586 0.00000 90.74959 0.32227 0.2583 0.00000 90.74899 0.32221 0.2581 0.00000 90.74840 0.32216 0.2580 0.00000 90.74780 0.32211 0.2579 0.00000 90.74720 0.32206 0.2578 0.00000 90.74660 0.32202 0.2579 0.00000 90.74600 0.32199 0.2579 0.00000 90.74540 0.32196 0.2579 0.00000 90.74480 0.32193 0.2579 0.00000 90.74420 0.32190 0.2579 0.00000 90.74361 0.32187 0.2579 0.00000 90.74300 0.32184 0.2579 0.00000 90.74241 0.32181 0.2579 0.00000 90.74181 0.32178 0.2579 0.00000 90.74121 0.32175 0.2579 0.00000 90.74062 0.32172 0.2580 0.00000 90.74002 0.32169 0.2580 0.00000 90.73943 0.32166 0.2580 0.00000 90.73883 0.32163 0.2580 0.00000 90.73823 0.32160 0.2580 0.00000 90.73763 0.32157 0.2580 0.00000 90.73704 0.32154 0.2580 0.00000 90.73644 0.32151 0.2580 0.00000 90.73586 0.32148 0.2580 0.00000 90.73526 0.32145 0.2580 0.00000 90.73466 0.32142 0.2580 0.00000 90.73407 0.32139 0.2542 0.00000 90.73346 0.32135 0.2422 0.00000 90.73277 0.32132 0.2167 0.00000 90.73191 0.32126 0.1807 0.00000 90.73077 0.32120  0 24617.510 0 24651.800 0 24686.100 0 24720.400 0 24754.700 0 24789,000 0 24823.310 0 24857,620 0 24891.930 0 24926,240 0 24960.550 0 24994.870 0 25029.190 0 25063.510 0 25097.830 0 25132.160 0 25166.480 0 25200.810 0 25235.150 0 25269.480 0 25303.820 0 25338.160 0 25372.500 0 25406.840 0 25441.080 0 25474.900 0 25507.730 0 25538.920 0 25568.1 120 0 25595.330 0 25620.790 0 25644.870 0 25667.960 0 25690.370 0 25712.280 0 25733.820 0 25755.110 0 25776.200 25797.160 0 25818.020 25838.810 0 25859.550 25880.260 0 25900.940 25921.600 0 25942.240 0 25962.880 0 25983.510 26004.130 0 26024.770 26045.390 0 26066.030 0 26086.660 0 26107.290 0 26127.920 0 26148.550 0 26169.190 26189.820 0 26210.460 26231.100 9 26251.730 0 26272.370 0 26293.010 0 26313.650 0 26334.290 0 26354.930 0 26375.570 26396.210 0 26416.860 26437.350 26457.200 26475.550 26491.450  5031.5 5057.2 5082.9 5108.6 5134.3 5160.0 5185.7 5211.4 5237.2 5262.9 5288.6 5314:3 5340.1 5365.8 5391.6 5417.3 5443.1 5468.8 5494.6 5520.4 5546.1 5571.9 5597.7 5623.5 5649.3 5675.1 5701.0 5726.8 5752.6 5778.4 5804.2 5830.1 5855.9 5881.7 5907.5 5933.3 5959.1 5985.0 6010.8 6036.6 6062.3 6088.1 6113.9 6139.7 6165.5 6191.2 6217.0 6242.8 6268.5 6294.3 6320.0 6345.8 6371.5 6397.3 6423.0 6448.8 6474.5 6500.3 6526.0 6551,7 6577.5 6603.2 6628.9 6654.6 6680.4 6706.1 6731.8 6757.5 6783.2 6808.9 6834.7 6860.4 6886.1  0 U/P 0 U/P 0 UIP 0 UIP 0 UP 0 UP 0 U/P 0 UIP 0 UP 0 UP 0 UIP 0 U/P 0 UIP . U/P 0 U/P 0 UP 0 UIP 0 U/P 0 U/P 0 UIP 0 UP 0 UP 0 UP 0 U/P 0 U/P 0 UIP 0 UIP 0 U/P 0 UIP 0 UIP 0 U/P 0 U/P 0 UIP 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 UP 0 UP 0 UP 0 U/P 0 U/P 0 U/P 0 UP 0 UIP 0 U/P U/P 0 UIP 0 UP 0 U/P 0 U/P 0 UP 0 UP 0 UP 0 U/P 0 UP 0 UP 0 UIP 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 UIP 0 U/P 0 U/P U/P U/P 06-05-2024 12:06:56 Page 17    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright: 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 9 : POST-8hr-100yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (flday) (td datum) (#/s) Rate (#/s) Volume (R) Volume (#) Discharge (A) Type  Rate Discharge Inflow Infiltration Cumulative Flow  (hours) (/s) 8.111 8,133 8.156 8.178 8.200 8.222 8.244 8.267 8.289 8.311 8.333 8.356 8.378 8.400 8.422 8.444 8.467 8.489 8.511 8.533 8.556 8.578 10.978 13.378 15.778 18.178 20.578 22.978 25.378 27.778 30.178 32.578 38.578 44.578 50.578 56.578 62.578 68.578 74.578 80.578 86.578 92.578 98.578 104.578 110.578 116.578 122.578 128.578 134.578 140.578 146.578 152.578 158.578 164.578 170.578 176.578 182.578 188.578 194.578 200.578 206.578 212.578 218.578 224.578 230.578 236.578 242.578 248.578 254.578 260.578 266.578 272.578 278.578 Archer Road" Trailer Storage  0.1420 0.00000 90.72926 0.32111 0.1060 0.00000 90.72742 0,32101 0.0758 0,00000 90.72526 0.32089 0.0542 0.00000 90.72286 0.32077 0.0391 0.00000 90.72029 0.32063 0,0282 0.00000 90.71759 0.32050 0.0202 0.00000 90.71481 0.32035 0.0145 0.00000 90.71197 0.32021 0.0104 0.00000 90.70907 0.32006 0.0074 0.00000 90.70615 0.31991 0.0053 0.00000 90.70319 0.31976 0.0037 0.00000 90.70023 0.31961 0.0026 0.00000 90.69725 0.31946 0.0018 0.00000 90.69426 0.31930 0.0012 0.00000 90.69126 0.31915 0.0008 0.00000 90.68826 0.31900 0.0005 0.00000 90.68526 0.31885 0.0002 0.00000 90.68225 0.31869 0.0001 0.00000 90,67924 0.31854 0.0000 0.00000 90.67623 0.31839 0.0000 0.00000 90.67323 0.31823 0.0000 0.00000 90.67021 0.31808 0.0000 0.00000 90.34486 0.30180 0.0000 0.00000 90.01950 0.28527 0.0000 0.00000 89.69410 0.26899 0.0000 0.00000 89.368717 0.37083 0.0000 0.00000 88.88226 0.23869 0.0000 0.00000 88.71384 0.09974 0.0000 0.00000 88.59059 0.07460 0.0000 0,00000 88.48938 0.06147 0.0000 0.00000 88.40144 0.05314 0,0000 0.00000 88.32262 0.04699 0.0000 0.00000 88.15934 0.03694 0.0000 0.00000 88.01686 0.03152 0.0000 0.00000 87.88934 0.02756 0.0000 0.00000 87.77319 0.01547 0.0000 0.00000 87.52645 0.00254 0.0000 0100000 87.28336 0.00000 0.0000 0.00000 87.07484 0.00000 0.0000 0.00000 86.89179 0.00000 0.0000 0.00000 86.72862 0.00000 0.0000 0.00000 86.58152 0.00000 0.0000 0.00000 86.44771 0.00000 0,0000 0.00000 86.32508 0.00000 0.0000 0.00000 86.21202 0.00000 0.0000 0.00000 86.10722 0.00000 0.0000 0.00000 86.00963 0.00000 0.0000 0.00000 85.91838 0.00000 0.0000 0.00000 85.83275 0.00000 0.0000 0.00000 85.75214 0.00000 0.0000 0.00000 85.67603 0.00000 0.0000 0.00000 85.60399 0.00000 0.0000 0.00000 85.53562 0.00000 0.0000 0.00000 85.47060 0.00000 0.0000 0.00000 85.40865 0.00000 0.0000 0.00000 85.34950 0.00000 0.0000 0.00000 85.29295 0.00000 0.0000 0.00000 85.23877 0.00000 0.0000 0.00000 85.18681 0.00000 0.0000 0.00000 85.13690 0.00000 0.0000 0.00000 85.08890 0.00000 0.0000 0.00000 85.04269 0.00000 0.0000 0.00000 84.99814 0.00000 0.0000 0.00000 84.95515 0.00000 0.0000 0.00000 84.91363 0.00000 0.0000 0.00000 84.87348 0.00000 0.0000 0.00000 84.83464 0.00000 0.0000 0.00000 84.79702 0.00000 0.0000 0.00000 84.76055 0.00000 0.0000 0.00000 84.72518 0.00000 0.0000 0.00000 84.69084 0.00000 0.0000 0.00000 84.65749 0.00000 0.0000 0.00000 84.62508 0.00000  0 26504.360 0 26514.280 0 26521,550 0 26526.750 0 26530,480 0 26533.170 0 26535.110 0 26536.500 0 26537.500 0 26538.210 0 26538.720 0 26539.080 0 26539.340 0 26539.510 0 26539.630 0 26539.720 0 26539.770 0 26539.790 0 26539.810 0 26539.810 0 26539.810 0 26539.810 0 26539.810 10127.8 26539.810 12663.8 26539.810 15057.2 26539.810 17311.9 0 26539.810 20428.4 0 26539.8 810 21436.5 0 26539.810 22152.0 0 26539.810 22725.7 0 26539.810 23214.1 0 26539.810 23643.9 0 26539.810 24510.2 0 26539.810 25239.7 0 26539.810 25871.7 0 26539.810 26430.3 0 26539. 810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539,810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 0 26539.810 26539.8 26539.810 26539.8 26539.810 26539.8  6911.7 6937.4 6963.1 6988.8 7014.4 7040.1 7065.7 7091.3 7116.9 7142.5 7168.1 7193.7 7219,3 7244.8 7270.4 7295.9 7321.4 7346.9 7372.4 7397.9 7423.3 7448.8  0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 UP 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UIP 0 UIP 0 UP 0 UP 0 U/P 0 U/P 0 UP 0 UP 0 U/P 0 U/P 0 UP HALF RECOVERY 0 UP 0 U/S 0 S 0 S 0 0 S 0 0 0 0 RECOVERYI TOTAL 0 0 S 0 S 0 0  0 0 0 0 0 0 0 0 0  06-05-2024 12:06:56 Page 18    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results Scenario 10 : POST-24hr-700yr  Combined  Elapsed Instantaneous Outside  Stage Infitration Instantaneous Cumulative Cumulative Combined (Aday) (f.datum) (R/s) Rate (/s) Volume (R) Volume (#) Discharge (#) Type  Time Inflow Rate Recharge Elevation Rate Discharge Inflow Infiltration Cumulative Flow  (hours) (A/s) 0.000 0.022 0,044 0,067 0.089 0.111 0.133 0.156 0,178 0.200 0.222 0,244 0.267 0,289 0.311 0,333 0.356 0.378 0.400 0.422 0.444 0.467 0.489 0.511 0.533 0.556 0.578 0.600 0.622 0.644 0.667 0.689 0.711 0.733 0.756 0,778 0.800 0.822 0.844 0.867 0.889 0.911 0.933 0.956 0.978 1.000 1.022 1.044 1.067 1.089 1.111 1.133 1.156 1.178 1,200 1.222 1,244 1.267 1.289 1.311 1.333 1.356 1.378 1.400 1,422 1.444 1.467 1.489 1.511 1.533 1.556 1.578 1.600 Archer Road Trailer Storage  0.0000 0.00000 80.50000 0,00000 0.0000 0.00000 80.50000 0,00000 0.0000 0.00000 80.50000 0,00000 0.0000 0.00000 80.50000 0.00000 0.0000 0.00000 80.50000 0.00000 0.0000 0.00000 80.50000 0.00000 0.0000 0.00000 80,50000 0.00000 0.0000 0.00000 80.50000 0,00000 0.0000 0.00000 80.50000 0.00000 0.0000 0.00000 80.50000 0.00000 0.0000 0.00000 80,50000 0.00000 0.0000 0.00000 80,50000 0.00000 0.0000 0.00000 80.50000 0.00000 0.0000 0.00000 80.50000 0.00000 0.0000 0.00000 80.50000 0.00000 0.0000 0.00000 80.50000 0.00000 0.0000 0,00000 80.50000 0,00000 0.0000 0.00000 80.5 50000 0.00001 0.0000 0.00000 80.50000 0.00003 0.0001 0.00000 80.50000 0.00012 0.0003 0.00000 80.50001 0,00031 0.0006 0.00000 80,50002 0,00066 0.0011 0.00000 80.50005 0.00117 0.0018 0.00000 80.50011 0,00183 0.0026 0.00000 80,50019 0,00262 0.0035 0.00000 80.50031 0.00349 0.0044 0.00000 80.50044 0,00442 0.0054 0.00000 80.50063 0.00537 0.0063 0.00000 80.50084 0.00633 0.0073 0,00000 80.50109 0,00729 0.0082 0.00000 80.50137 0.00824 0.0092 0.00000 80.50169 0.00918 0.0101 0.00000 80,50204 0.01009 0.0110 0.00000 80,50243 0.01099 0.0119 0.00000 80.50285 0.01186 0.0127 0.00000 80.50330 0.01271 0.0135 0.00000 80,50378 0.01354 0.0143 0.00000 80.50428 0.01434 0,0151 0.00000 80.50482 0.01512 0.0159 0,00000 80,50539 0.01588 0.0166 0.00000 80,50598 0.01662 0.0173 0.00000 80.50660 0.01734 0.0180 0,00000 80.50725 0.01803 0,0187 0.00000 80,50792 0.01871 0.0194 0.00000 80.50861 0.01936 0.0200 0.00000 80,50934 0.02009 0.0210 0.00000 80.51009 0.02116 0.0227 0.00000 80,51088 0.02303 0.0258 0.00000 80.51176 0.02603 0.0299 0.00000 80.51279 0.03004 0.0346 0.00000 80,51396 0.03454 0.0391 0.00000 80.51530 0.03903 0.0433 0.00000 80.51682 0.04316 0.0468 0.00000 80,51846 0.04670 0.0498 0.00000 80.52023 0.04970 0.0523 0.00000 80.52209 0.05228 0.0546 0.00000 80.52405 0.05456 0.0567 0.00000 80.52608 0.05661 0.0585 0.00000 80.52818 0.05846 0,0602 0.00000 80.53035 0,06016 0,0618 0.00000 80.53258 0.06173 0.0632 0.00000 80.53487 0.06319 0.0646 0.00000 80.53720 0.06456 0.0659 0.00000 80.53958 0.06585 0.0671 0.00000 80.54201 0.06707 0.0682 0.00000 80.54448 0.06823 0.0694 0.00000 80,54700 0.06934 0.0704 0.00000 80,54955 0.07039 0.0714 0.00000 80.55214 0.07139 0.0724 0.00000 80.55476 0.07235 0.0733 0.00000 80.55743 0.07326 0.0741 0.00000 80.56012 0.07414 0.0750 0.00000 80.56284 0.07498  0 0.000 0 0,000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0,001 0 0.005 0 0,020 0 0.055 0 0.125 0 0.242 0 0.418 0 0.661 0 0.977 0 1,368 0 1.836 0 2.381 0 3.002 0 3.699 0 4.470 0 5.314 0 6.228 0 7.212 0 8.262 0 9.378 0 10.557 0 11.798 0 13.099 0 14.457 0 15.873 0 17.343 0 18.866 0 20,440 0 22.080 0 23.827 0 25.765 0 27.992 0 30.571 0 33,518 0 36.816 0 40.423 0 44.289 0 48.375 0 52,654 0 57.105 0 61.711 0 66.459 0 71.337 0. 76.336 0 81.447 0 86.666 0 91.984 0: 97.397 0. 102.901 0 108.491 0 114.164 0 119.914 0 125.740 0 131.636 0 137.602  0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0,0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.0 1.4 1.8 2.4 3.0 3.7 4.5 5.3 6.2 7.2 8.3 9.4 10.6 11.8 13.1 14.5 15.9 17.3 18.9 20.4 22.1 23.8 25.8 28.0 30.6 33.5 36.8 40.4 44.3 48.4 52.7 57.1 61.7 66.5 71.3 76.3 81.4 86.7 92.0 97.4 102.9 108.5 114.2 119.9 125.7 131.6 137.6  0 N.A. U 0 U 0 U 0 U 0 U 0 U 0 0 0  0 0 0 0 0  0  06-05-2024 12:06:57 Page 21    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 10 : POST- 24hr-1 100 yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (fiday) (tdatum) (/s) Rate (A/s) Volume (#) Volume (A) Discharge (R) Type  Rate  Discharge Infiow Infiltration Cumulative Flow  (hours). (/s) 1,622 1,644 1,667 1,689 1.711 1.733 1.756 1.778 1,800 1,822 1,844 1.867 1.889 1,911 1.933 1,956 1,978 2.000 2,022 2,044 2.067 2.089 2.111 2.133 2,156 2.178 2,200 2.222 2.244 2.267 2.289 2.311 2.333 2.356 2.378 2.400 2.422 2.444 2.467 2.489 2,511 2.533 2.556 2.578 2.600 2.622 2.644 2.667 2.689 2.711 2.733 2.756 2.778 2.800 2.822 2.844 2.867 2.889 2.911 2.933 2.956 2.978 3.000 3.022 3.044 3.067 3.089 3.111 3.133 3.156 3.178 3.200 3.222 Archer Road Trailer Storage  0.0758 0.00000 80.56560 0.07579 0.0766 0,00000 80.56838 0,07656 0.0773 0.00000 80.57119 0.07731 0,0780 0.00000 80.57403 0.07803 0.0787 0.00000 80.57690 0,07872 0.0794 0.00000 80.57978 0,07939 0,0800 0.00000 80,58270 0.08004 0.0807 0.00000 80.58563 0,08066 0.0813 0.00000 80.58859 0.08126 0.0818 0.00000 80.59157 0.08184 0,0824 0,00000 80.59457 0.08239 0,0829 0.00000 80.59759 0.08294 0.0835 0.00000 80.60063 0.08346 0.0840 0,00000 80.60369 0.08396 0.0845 0.00000 80.60677 0.08445 0.0849 0.00000 80.60986 0.08492 0.0854 0,00000 80.61297 0,08539 0.0858 0.00000 80.61610 0,08602 0.0870 0.00000 80.61926 0.08734 0.0895 0,00000 80.62248 0.09011 0.0944 0.00000 80.62584 0.09483 0.1010 0.00000 80.62941 0.10112 0.1081 0.00000 80.63323 0.10798 0.1147 0,00000 80.63730 0,11450 0.1204 0.00000 80.64160 0.12007 0.1247 0.00000 80.64607 0.12441 0.1279 0.00000 80.65069 0.12768 0.1303 0.00000 80.65540 0.13019 0.1323 0.00000 80.66020 0,13218 0.1338 0.00000 80.66506 0.13377 0.1351 0.00000 80.66998 0.13508 0.1362 0.00000 80.67493 0.13617 0.1371 0.00000 80.67993 0,13709 0.1379 0.00000 80.68495 0,13790 0.1386 0.00000 80.69000 0.13861 0.1393 0.00000 80.69508 0.13927 0.1399 0.00000 80.70018 0.13992 0.1406 0.00000 80.70531 0.14061 0.1414 0.00000 80.71046 0.14142 0.1423 0.00000 80.71564 0,14238 0.1435 0.00000 80.72086 0,14349 0.1447 0.00000 80.72613 0.14474 0.1461 0.00000 80.73144 0.14609 0.1475 0.00000 80.73680 0.14751 0.1490 0.00000 80.74222 0.14899 0.1505 0.00000 80.74769 0,15049 0.1520 0.00000 80.75321 0.15200 0.1535 0.00000 80.75880 0.15352 0.1550 0.00000 80.76443 0,15504 0.1566 0.00000 80.77013 0.15655 0.1581 0.00000 80.77587 0,15805 0.1595 0.00000 80.78167 0.15954 0.1610 0.00000 80.78753 0.16101 0.1625 0.00000 80.79344 0.16246 0.1639 0.00000 80.79940 0.16390 0.1653 0.00000 80.80541 0.16532 0.1667 0.00000 80.81148 0.16673 0.1681 0.00000 80.81760 0.16811 0.1695 0.00000 80.82377 0.16948 0.1708 0.00000 80.82999 0.17084 0.1722 0.00000 80.83625 0.17218 0.1735 0.00000 80.84257 0.17350 0.1748 0,00000 80.84893 0.17480 0.1761 0.00000 80.85534 0.17609 0.1774 0.00000 80.86179 0.17702 0.1786 0.00000 87.75002 0.17731 0.1799 0.00000 87.75005 0.17731 0.1811 0.00000 87.75010 0.17731 0.1823 0.00000 87.75018 0.17732 0.1835 0.00000 87.75027 0.17732 0.1847 0.00000 87.75038 0.17733 0.1859 0.00000 87.75052 0.17734 0.1870 0.00000 87.75067 0.17734  0 143.633 0 149,727 0 155.883 0 162.097 0 168,368 0 174.693 0. 181.070 0 187.499 0 193.976 0 200.500 0 207.069 0 213,683 0 220.339 0 227.036 0 233.773 0 240.548 0 247.360 0 254.210 0 261.123 0 268.184 0 275.541 0 283.357 0 291.721 0 300.634 0 310.040 0 319.844 0 329.946 0 340.273 0 350.776 0 361.421 0 372.180 0 383.034 0 393.967 0 404.968 0 416,030 0 427,147 0 438.314 0 449.533 0 460.812 0 472.161 0 483.593 0 495.119 0 506.751 0 518.493 0 530.353 0 542.331 0 554.431 0 566.652 0 578.994 0 591.458 0 604.042 0 616.746 0 629.568 0 642,507 0 655.562 0 668.731 0 682.013 0 695.407 0 708.911 0 722.524 0 736.245 0 750.072 0 764.005 0 778.041 0 792.179 0 806.419 0 820.759 0 835.198 0 849.735 0 864.368 0 879.097 01 893.921 0 908.838  143,6 149.7 155,9 162,1 168.4 174.7 181,1 187.5 194.0 200,5 207.1 213.7 220.3 227.0 233.8 240.5 247.4 254.2 261.1 268.2 275.5 283.4 291.7 300.6 310.0 319.8 329.9 340.3 350.8 361,4 372,2 383.0 394.0 405.0 416.0 427.1 438.3 449.5 460.8 472.2 483.6 495.1 506.8 518.5 530.4 542.3 554.4 566.7 579.0 591.5 604.0 616.7 629.6 642,5 655.6 668.7 682.0 695.4 708.9 722.5 736.2 750.1 764.0 778.0 792.2 806.4 820.5 834.7 848.9 863.1 877.3 891.5 905.7  0 U 0 U 0 U 0 U 0 U 0 U 0 U 0 U 0 U 0 U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 U 0 0 0 0 U 0 U/P U/P 0 UIP 0 U/P 0 UP 0 U/P 0 U/P UIP 06-05-2024 12:06:57 Page 22    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 10 : POST-24hr-1 100yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (R/day) (datum) (R/s) Rate (/s). Volume (#) Volume (#) Discharge (#) Type  Rate  Discharge Inflow Infiltration Cumulative Flow  (hours) (RP/s) 3,244 3,267 3,289 3.311 3,333 3.356 3.378 3.400 3.422 3.444 3.467 3.489 3.511 3.533 3.556 3.578 3.600 3.622 3.644 3.667 3.689 3.711 3.733 3.756 3.778 3.800 3.822 3.844 3.867 3.889 3.911 3.933 3.956 3.978 4.000 4.022 4.044 4.067 4.089 4.111 4.133 4.156 4.178 4.200 4.222 4.244 4.267 4.289 4.311 4.333 4.356 4.378 4.400 4.422 4.444 4.467 4.489 4.511 4.533 4.556 4.578 4.600 4.622 4.644 4.667 4.689 4.711 4.733 4.756 4.778 4.800 4.822 4.844 Archer Road Trailer Storage  0.1882 0.00000 87.75085 0.17735 0,1893 0.00000 87.75105 0.17736 0,1905 0.00000 87.75125 0.17737 0.1916 0.00000 87.75149 0.17738 0.1927 0.00000 87,75174 0,17739 0.1938 0.00000 87.75201 0,17741 0.1948 0.00000 87,75229 0.17742 0.1959 0.00000 87.75259 0,17743 0.1970 0.00000 87.75291 0,17745 0.1980 0.00000 87.75326 0,17746 0,1990 0.00000 87.75362 0.17748 0.2001 0.00000 87.75399 0.17750 0.2011 0.00000 87.75438 0.17752 0.2021 0.00000 87.75479 0.17754 0.2031 0.00000 87.75521 0.17756 0.2040 0.00000 87.75565 0.17758 0.2050 0.00000 87.75611 0.17760 0.2060 0.00000 87.75658 0.17762 0.2069 0.00000 87.75707 0.17764 0.2079 0.00000 87.75758 0.17767 0,2088 0.00000 87.75809 0.17769 0.2097 0.00000 87.75863 0.17771 0.2107 0.00000 87.75918 0.17774 0.2116 0.00000 87.75974 0.17777 0:2125 0.00000 87.76032 0.17779 0.2134 0.00000 87.76092 0.17782 0.2142 0.00000 87.76153 0.17785 0.2151 0.00000 87.76215 0.17788 0.2160 0.00000 87.76279 0.17791 0.2168 0.00000 87.76344 0.17794 0.2177 0.00000 87.76411 0.17797 0.2185 0.00000 87.76479 0.17800 0.2194 0.00000 87.76548 0.17803 0.2202 0.00000 87.76618 0.17806 0.2210 0.00000 87.76691 0.17810 0.2218 0.00000 87.76764 0.17813 0.2227 0.00000 87.76838 0.17816 0.2235 0.00000 87.76914 0.17820 0.2244 0.00000 87.76991 0.17823 0.2253 0.00000 87.77070 0.17827 0.2261 0.00000 87.77150 0.17831 0.2269 0.00000 87.77232 0.17835 0.2278 0.00000 87.77314 0.17838 0.2286 0.00000 87.77399 0.17842 0.2293 0.00000 87.77483 0.17846 0.2301 0.00000 87.77570 0.17850 0.2309 0.00000 87.77658 0.17854 0.2316 0.00000 87.77747 0.17858 0.2323 0.00000 87.77837 0.17862 0.2331 0.00000 87.77927 0.17867 0.2338 0.00000 87.78020 0.17871 0.2345 0.00000 87.78114 0.17875 0.2352 0.00000 87.78208 0.17879 0.2359 0.00000 87.78304 0.17884 0.2366 0.00000 87.78400 0.17888 0.2373 0.00000 87.78498 0.17893 0.2380 0.00000 87.78596 0.17897 0.2386 0.00000 87.78696 0.17902 0.2393 0.00000 87.78797 0.17906 0.2400 0.00000 87.78899 0.17911 0.2406 0.00000 87.79002 0.17916 0.2413 0.00000 87.79106 0.17921 0.2420 0.00000 87.79211 0.17925 0.2426 0.00000 87.79317 0.17930 0.2432 0.00000 87.79424 0.17935 0.2439 0.00000 87.79531 0.17940 0.2445 0.00000 87.79639 0.17945 0.2451 0.00000 87.79749 0.17950 0.2457 0.00000 87.79860 0.17955 0.2464 0.00000 87.79971 0.17960 0.2470 0.00000 87.80084 0.17965 0.2476 0.00000 87.80197 0.17971 0.2482 0.00000 87.80312 0.17976  0 923.848 0 938,948 0 954.140 0 969.421 0 984.790 0 1000.247 0 1015.790 0 1031.420 0 1047.134 0 1062.932 0 1078.813 0 1094.776 0 1110.821 0 1126.946 0 1143.151 0 1159.435 0 1175.797 0 1192.237 0 1208.753 0 1225.345 0 1242.013 0 1258.755 0 1275.570 0 1292.459 0 1309.420 0 1326.452 0 1343.556 0 1360.730 0 1377.974 0 1395.286 0 1412.667 0 1430.116 0 1447.632 0 1465.215 0 1482.863 0 1500.578 0 1518.358 0 1536.205 0 1554.122 0 1572.108 0 1590.162 0 1608.285 0 1626.473 0 1644.726 0 1663.042 0 1681.419 0 1699.857 0 1718.355 0 1736.913 0 1755.529 0 1774.203 0 1792.934 0 1811.722 0 1830.566 0 1849.466 0 1868.422 0 1887.432 0 1906.497 0 1925.616 0 1944.788 0 1964.014 0 1983.292 0 2002.622 0 2022.004 0 2041.437 0 2060.922 0 2080.457 0 2100.042 0 2119.677 0 2139.361 0 2159.094 2178.876 2198.706  919.9 934.0 948.2 962.4 976.6 990.8 1005.0 1019.2 1033.4 1047.6 1061.8 1076.0 1090.2 1104.4 1118.6 1132,8 1147.0 1161.2 1175.4 1189.6 1203.8 1218.1 1232.3 1246.5 1260.7 1274.9 1289.2 1303.4 1317.6 1331.9 1346.1 1360.3 1374.6 1388.8 1403.1 1417.3 1431,6 1445.8 1460.1 1474.3 1488.6 1502.9 1517.1 1531.4 1545.7 1560.0 1574.3 1588.5 1602.8 1617.1 1631,4 1645.7 1660.0 1674.3 1688.6 1702.9 1717.3 1731.6 1745.9 1760.2 1774.6 1788.9 1803.2 1817.6 1831.9 1846.3 1860.6 1875.0 1889.3 1903.7 1918.1 1932.4 1946.8  0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 UIP 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 UP 0 UP 0 U/P 0 U/P 0 UIP 0 U/P 0 UP 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P . U/P 0 UP 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UIP 0 U/P 0 UIP U/P 0 U/P UIP 06-05-2024 12:06:57 Page 23    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 10 : POST-24hr-1 100yr  Combined Discharge Inflow 0 2218.584 0 2238,510 0 2258.482 0 2278.501 0 2298.567 0 2318.679 0 2338.838 0 2359.099 0 2379.624 0 2400.698 0 2422.632 0 2445.598 0 2469.594 0 2494.511 0 2520.165 0 2546.362 0 2572.964 0 2599.879 0 2627.043 0 2654.404 0 2681.927 0 2709.586 0 2737.363 0 2765.243 0 2793.217 0 2821.277 0 2849.418 0 2877.635 0 2905.926 0 2934.288 0 2962.718 0 2991.214 0 3019.773 0 3048.396 0 3077.082 0 3105.830 0 3134.640 0 3163.511 0 3192.443 0 3221.434 0 3250.485 0 3279.595 0 3308.764 0 3337.990 0 3367.274 0 3396.615 0 3426.012 0 3455.465 0 3484.974 0 3514.537 0 3544.155 0 3573.827 0 3603.553 0 3633.332 0 3663.163 0 3693.046 0 3722.982 0 3752.968 0 3783.006 0 3813.094 0 3843.231 0 3873.419 0 3903.656 0 3933.941 0 3964.275 0 3994.657 0 4025.086 0 4055.563 0 4086.086 0 4116.656 0 4147.272 0 4177.934 4208.641  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (tday) (ftdatum) (RP/s) Rate (#/s) Volume (#) Volume (#). Discharge (#) Type  Rate  infiltration Cumulative Flow 1961.2 1975,6 1990.0 2004.4 2018.8 2033.2 2047.6 2062.0 2076.4 2090.9 2105.3 2119.7 2134.2 2148.6 2163.1 2177.5 2192.0 2206.5 2221.0 2235.5 2250.0 2264.5 2279.1 2293.6 2308.2 2322.7 2337.3 2351.9 2366.5 2381.1 2395.7 2410.4 2425.0 2439.6 2454.3 2469.0 2483.7 2498.3 2513.0 2527.8 2542.5 2557.2 2572.0 2586.7 2601.5 2616.3 2631.0 2645.8 2660.7 2675.5 2690.3 2705.2 2720.0 2734.9 2749.7 2764.6 2779.5 2794.4 2809.4 2824.3 2839.2 2854.2 2869.2 2884.1 2899.1 2914.1 2929.1 2944.1 2959:2 2974.2 2989.3 3004.3 3019.4  (hours) (/s) 4.867 4.889 4.911 4.933 4,956 4.978 5.000 5,022 5.044 5.067 5,089 5.111 5.133 5.156 5.178 5.200 5.222 5.244 5,267 5.289 5.311 5.333 5.356 5.378 5.400 5.422 5.444 5.467 5.489 5.511 5.533 5,556 5,578 5.600 5.622 5.644 5.667 5,689 5.711 5.733 5.756 5.778 5,800 5,822 5.844 5.867 5.889 5.911 5.933 5.956 5.978 6.000 6.022 6.044 6.067 6.089 6.111 6.133 6.156 6.178 6.200 6.222 6.244 6.267 6.289 6.311 6.333 6.356 6.378 6.400 6.422 6.444 6.467 Archer Road Trailer Storage  0.2488 0.00000 87.80427 0.17981 0.2494 0.00000 87.80543 0.17986 0.2500 0.00000 87.80659 0.17992 0,2505 0.00000 87.80777 0.17997 0,2511 0.00000 87.80895 0,18003 0.2517 0.00000 87.81015 0.18008 0.2523 0.00000 87.81135 0,18014 0.2542 0.00000 87.81257 0.18019 0.2589 0.00000 87.81385 0.18025 0.2680 0,00000 87.81524 0.18032 0.2804 0.00000 87.81680 0.18040 0.2937 0.00000 87.81858 0.18048 0,3062 0.00000 87.82058 0,18058 0.3167 0.00000 87.82276 0.18068 0.3246 0.00000 87.82509 0.18079 0.3303 0.00000 87.82753 0.18090 0.3347 0.00000 87.83006 0.18102 0.3382 0.00000 87.83264 0.18114 0.3409 0.00000 87.83527 0.18126 0.3431 0.00000 87.83794 0.18138 0.3450 0.00000 87.84064 0.18151 0.3465 0.00000 87.84337 0.18163 0.3479 0.00000 87.84611 0.18176 0.3491 0.00000 87.84887 0.18188 0.3502 0.00000 87.85165 0.18201 0.3513 0.00000 87.85444 0.18214 0.3522 0.00000 87,85725 0.18227 0.3532 0.00000 87.86006 0,18240 0.3541 0.00000 87.86288 0,18252 0.3550 0.00000 87.86572 0.18265 0.3558 0.00000 87.86857 0.18278 0.3566 0.00000 87.87142 0.18292 0.3574 0.00000 87.87429 0.18305 0.3582 0.00000 87.87717 0.18318 0.3590 0.00000 87.88004 0.18331 0.3597 0.00000 87.88293 0.18344 0.3605 0.00000 87.88583 0.18357 0.3613 0.00000 87,88875 0.18371 0.3620 0.00000 87.89166 0.18384 0.3628 0.00000 87.89458 0.18397 0.3635 0.00000 87.89751 0.18411 0.3642 0.00000 87.90046 0.18424 0.3650 0.00000 87.90340 0.18438 0.3657 0.00000 87.90636 0.18451 0.3664 0.00000 87.90932 0.18465 0.3671 0.00000 87.91228 0.18478 0.3678 0.00000 87.91526 0.18492 0.3685 0.00000 87.91824 0.18506 0.3692 0.00000 87.92123 0.18519 0.3699 0.00000 87.92423 0.18533 0.3706 0.00000 87.92724 0.18547 0.3712 0.00000 87.93024 0.18560 0.3719 0.00000 87.93327 0.18574 0.3726 0.00000 87.93629 0.18588 0.3732 0.00000 87.93932 0.18602 0.3739 0.00000 87.94235 0.18616 0.3745 0.00000 87.94539 0.18630 0.3752 0.00000 87.94843 0.18643 0.3758 0.00000 87.95149 0.18657 0.3764 0.00000 87.95454 0.18671 0.3770 0.00000 87.95761 0.18685 0.3777 0.00000 87.96068 0.18699 0.3783 0.00000 87.96375 0.18713 0.3789 0.00000 87.96684 0.18727 0.3795 0.00000 87.96992 0.18742 0.3801 0.00000 87.97301 0.18756 0.3807 0.00000 87.97610 0.18770 0.3813 0.00000 87.97920 0.18784 0.3818 0.00000 87.98231 0.18798 0.3824 0.00000 87.98541 0.18812 0.3830 0.00000 87.98853 0.18827 0.3836 0.00000 87.99165 0.18841 0.3841 0.00000 87.99477 0.18855  0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UP 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 UP 0 U/P U UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 UIP 0 U/P 0 U/P 0 UIP 0 UP U/P U UP 0 U/P 0 UIP 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UIP U/P 0 UP U/P 0 UP UP 0 UP 0 U/P 0 U/P U/P 0 U/P U/P UIP U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 06-05-2024 12:06:57 Page 24    PONDS Version 3.3.0315 Retention Pond Recovery- - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 10 : POST-24hr- 100 yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (day) (Adatum) (A/s) Rate (P/s) Volume (A) Volume (R) Discharge () Type  Rate Discharge Inflow Infiltration Cumulative Flow  (hours) (RP/s) 6.489 6.511 6.533 6.556 6,578 6.600 6.622 6,644 6.667 6.689 6,711 6.733 6.756 6.778 6.800 6.822 6.844 6.867 6.889 6.911 6,933 6,956 6.978 7.000 7.022 7.044 7.067 7,089 7.111 7.133 7,156 7,178 7.200 7.222 7.244 7.267 7.289 7.311 7.333 7.356 7.378 7.400 7.422 7.444 7.467 7.489 7.511 7.533 7.556 7.578 7.600 7.622 7.644 7.667 7.689 7.711 7.733 7.756 7.778 7.800 7.822 7.844 7.867 7.889 7.911 7.933 7.956 7.978 8.000 8.022 8.044 8.067 8.089 Archer Road" Trailer Storage  0.3847 0,00000 87.99789 0,18869 0.3852 0,00000 88.00103 0,18884 0,3858 0.00000 88.00417 0.18898 0.3863 0.00000 88.00730 0.18912 0.3869 0.00000 88.01044 0,18927 0.3874 0.00000 88.01360 0.18941 0.3879 0.00000 88.01675 0.18955 0.3885 0,00000 88.01990 0.18970 0.3890 0.00000 88.02306 0.18984 0.3895 0,00000 88.02622 0.18999 0.3900 0,00000 88.02939 0.19013 0,3905 0.00000 88.03255 0.19028 0.3911 0,00000 88.03573 0,19042 0.3916 0.00000 88.03890 0.19057 0.3921 0.00000 88.04208 0.19071 0.3926 0.00000 88.04527 0.19086 0.3931 0.00000 88.04845 0.19100 0.3935 0.00000 88.05164 0.19115 0.3940 0.00000 88.05482 0.19129 0.3945 0.00000 88.05802 0.19144 0.3950 0.00000 88.06122 0.19159 0.3955 0.00000 88.06442 0.19173 0.3959 0.00000 88.06762 0.19188 0.3964 0.00000 88,07082 0.19202 0.3969 0.00000 88.07404 0.19217 0.3974 0.00000 88.07725 0.19232 0.3979 0.00000 88.08046 0.19246 0.3985 0.00000 88.08368 0.19261 0,3991 0.00000 88.08690 0.19276 0.3997 0.00000 88.09013 0.19291 0.4003 0.00000 88.09336 0.19305 0.4008 0.00000 88.09660 0.19320 0.4013 0,00000 88.09983 0.19335 0.4018 0.00000 88.10307 0.19350 0.4022 0.00000 88.10632 0.19364 0.4027 0.00000 88.10957 0.19379 0.4031 0.00000 88.11281 0.19394 0.4035 0.00000 88.11606 0.19409 0.4040 0.00000 88.11932 0.19424 0.4044 0.00000 88.12257 0.19439 0.4048 0.00000 88.12582 0.19454 0.4052 0.00000 88.12908 0.19468 0.4056 0.00000 88.13234 0.19483 0.4060 0.00000 88.13560 0.19498 0.4064 0.00000 88.13886 0.19513 0.4068 0.00000 88.14212 0.19528 0.4072 0.00000 88.14539 0.19543 0.4076 0.00000 88.14865 0.19558 0.4080 0.00000 88.15192 0.19573 0.4084 0.00000 88:15519 0.19588 0.4088 0.00000 88.15845 0.19603 0.4092 0.00000 88.16173 0.19617 0.4096 0.00000 88.16500 0.19632 0.4099 0.00000 88.16827 0.19647 0.4103 0.00000 88.17155 0.19662 0.4107 0.00000 88.17482 0.19677 0.4111 0.00000 88.17809 0.19692 0.4114 0.00000 88.18137 0.19707 0.4118 0.00000 88.18465 0.19722 0.4122 0.00000 88.18793 0.19737 0.4125 0.00000 88.19121 0.19752 0.4129 0.00000 88.19448 0.19767 0.4132 0.00000 88.19776 0.19782 0.4136 0.00000 88.20104 0.19797 0.4139 0.00000 88.20432 0.19812 0.4143 0.00000 88.20761 0.19827 0.4146 0.00000 88.21089 0.19842 0.4150 0.00000 88.21417 0.19857 0.4154 0.00000 88.21745 0.19872 0.4191 0.00000 88.22076 0.19887 0.4295 0.00000 88.22418 0.19903 0.4506 0.00000 88.22782 0.19921 0.4800 0.00000 88.23184 0.19940  0 4239.393 0 4270.189 0 4301.030 0 4331.915 0 4362,843 0 4393,814 0 4424.828 0 4455.885 0 4486.983 0 4518.124 0 4549.306 0 4580.529 0 4611.793 0 4643.098 0 4674.443 0 4705.828 0 4737.252 0 4768.716 0 4800.219 0 4831.760 0 4863.340 0 4894.958 0 4926.614 0 4958.308 0 4990.039 0 5021.809 0 5053.622 0 5085.479 0 5117.385 0 5149.337 0 5181.335 0 5213.377 0 5245.459 0 5277.580 0 5309.738 0 5341.933 0 5374.164 0 5406.430 0 5438.730 0 5471.064 0 5503.433 0 5535.834 0 5568.268 0 5600.735 0 5633.234 0 5665.766 0 5698.330 0 5730.925 0 5763.551 0 5796.209 0 5828.897 0 5861.617 0 5894.367 0 5927.147 0 5959.957 0 5992.797 6025.667 6058.566 6091.495 6124.453 0 6157.439 0 6190.454 0 6223.498 0 6256.569 0 6289.669 0 6322.797 0 6355.953 0 6389.136 0 6422.351 o 6455.730 6489.673 6524.877 6562.104  3034.5 3049.6 3064.7 3079,9 3095.0 3110.1 3125,3 3140.5 3155.6 3170.8 3186.0 3201,3 3216.5 3231,7 3247.0 3262.2 3277.5 3292.8 3308.1 3323.4 3338.7 3354.1 3369.4 3384.8 3400.1 3415.5 3430.9 3446.3 3461.7 3477.1 3492.6 3508.0 3523.5 3539.0 3554.5 3570.0 3585.5 3601.0 3616.5 3632.1 3647.6 3663.2 3678.8 3694,4 3710.0 3725.6 3741.2 3756.9 3772.5 3788.2 3803,8 3819.5 3835.2 3850.9 3866.7 3882.4 3898.2 3913.9 3929.7 3945.5 3961.3 3977.1 3992.9 4008.7 4024.6 4040.4 4056.3 4072.2 4088.1 4104.0 4119.9 4135.8 4151.8  0 U/P 0 UIP 0 UIP 0 UIP 0 UIP 0 U/P 0 UIP 0 UP 0 U/P 0 UP 0 U/P 0 UIP 0 UIP 0 U/P 0 UP 0 UIP 0 U/P 0 UP 0 UP 0 UP 0 UP 0 U/P 0 U/P 0 UP 0 U/P 0 UIP 0 UIP 0 UIP 0 UP 0 U/P 0 U/P 0 UP 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 UP 0 U/P 0 U/P 0 UP 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 UIP 0 U/P U/P U/P U/P 0 U/P 0 U/P 0 U/P 0 U/P U/P U/P U/P 06-05-2024 12:06:57 Page 25    PONDS Version 3.3.0315 Retention Pond Recovery: - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 10 : POST-2 24hr- 100) yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (Riday). (Rdatum). (#/s) Rate (R/s) Volume () Volume (#) Discharge (R) Type  Rate Discharge Inflow Infiltration Cumulative Flow  (hours) (ls) 8:111 8.133 8.156 8.178 8,200 8.222 8.244 8.267 8.289 8.311 8.333 8.356 8.378 8.400 8.422 8.444 8.467 8.489 8.511 8.533 8.556 8.578 8.600 8.622 8.644 8.667 8,689 8,711 8,733 8.756 8.778 8.800 8.822 8.844 8.867 8.889 8.911 8.933 8.956 8.978 9.000 9.022 9.044 9.067 9.089 9.111 9.133 9,156 9.178 9.200 9.222 9.244 9.267 9.289 9.311 9.333 9.356 9.378 9.400 9.422 9.444 9.467 9.489 9.511 9.533 9.556 9.578 9.600 9.622 9.644 9.667 9.689 9.711 Archer Road" Trailer Storage  0.5115 0,00000 88.23632 0,19962 0.5407 0,00000 88.24124 0,19985 0.5653 0,00000 88,24656 0.20010 0.5831 0,00000 88.25219 0.20036 0.5957 0,00000 88,25803 0,20063 0,6050 0.00000 88.26403 0.20091 0.6120 0.00000 88.27014 0,20119 0.6172 0,00000 88.27633 0.20147 0.6212 0.00000 88.28257 0.20176 0.6242 0,00000 88.28885 0.20205 0.6265 0.00000 88.29515 0.20233 0.6284 0.00000 88.30148 0,20262 0.6300 0.00000 88.30782 0,20291 0.6313 0.00000 88.31416 0,20320 0.6324 0.00000 88.32051 0,20349 0.6333 0.00000 88.32687 0.20378 0.6342 0,00000 88.33321 0.20407 0.6351 0.00000 88.33957 0.20436 0.6358 0.00000 88.34592 0.20465 0.6365 0.00000 88.35226 0.20494 0.6371 0.00000 88.35860 0,20523 0.6377 0.00000 88.36494 0.20552 0.6383 0.00000 88.37128 0.20581 0.6389 0.00000 88.37761 0.20610 0.6395 0.00000 88.38393 0.20639 0.6400 0.00000 88.39026 0.20667 0.6406 0.00000 88.39658 0.20696 0.6412 0.00000 88.40289 0.20725 0.6418 0.00000 88.40919 0.20754 0.6423 0.00000 88.41550 0.20783 0.6429 0.00000 88.42179 0.20811 0.6434 0.00000 88.42809 0.20840 0.6440 0.00000 88.43437 0.20869 0.6445 0.00000 88.44065 0.20897 0.6451 0.00000 88.44693 0.20926 0.6456 0.00000 88.45320 0.20955 0.6461 0.00000 88.45947 0.20983 0.6466 0.00000 88.46574 0.21012 0.6471 0.00000 88.47199 0.21040 0.6477 0.00000 88.47824 0.21069 0.6482 0.00000 88.48449 0.21097 0.6487 0.00000 88.49073 0.21126 0.6492 0.00000 88.49697 0.21154 0.6497 0.00000 88.50320 0.21183 0.6502 0.00000 88.50942 0.21211 0.6506 0.00000 88.51565 0.21239 0.6511 0.00000 88.52186 0.21268 0.6516 0.00000 88.52807 0.21296 0.6521 0.00000 88.53427 0.21324 0.6525 0.00000 88.54047 0.21353 0.6530 0.00000 88.54666 0.21381 0.6535 0.00000 88.55285 0.21409 0.6539 0.00000 88.55903 0.21437 0.6544 0.00000 88.56521 0.21466 0.6548 0.00000 88.57138 0.21494 0.6553 0.00000 88.57754 0.21522 0.6557 0.00000 88.58370 0.21550 0.6562 0.00000 88.58985 0.21578 0.6566 0.00000 88.59600 0.21606 0.6570 0.00000 88.60214 0.21634 0.6575 0.00000 88.60828 0.21662 0.6579 0.00000 88.61440 0.21690 0.6583 0.00000 88.62053 0.21718 0.6587 0.00000 88.62664 0.21746 0.6591 0.00000 88.63275 0.21774 0.6595 0.00000 88.63886 0.21802 0.6600 0.00000 88.64496 0.21829 0.6604 0.00000 88.65105 0.21857 0.6608 0.00000 88.65714 0.21885 0.6612 0.00000 88.66322 0.21913 0.6616 0.00000 88.6 66930 0.21940 0.6619 0.00000 88.67536 0.21968 0.6623 0.00000 88.68143 0.21996  0 6601.764 0 6643,853 0 6688.093 0 6734.029 0 6781.183 0 6829.212 0 6877.892 0 6927.061 0 6976.595 0 7026.408 0 7076.437 0 7126.635 0 7176.971 0 7227.419 0 7277.964 0 7328.593 0 7379.296 0 7430.068 0 7480.902 0 7531.792 0 7582.735 0 7633.726 0 7684.765 0 7735,851 0 7786,985 0 7838.165 0 7889.392 0 7940.665 0 7991.983 0 8043.346 0 8094.754 0 8146.207 0 8197.703 0 8249.242 0 8300.825 0 8352.450 0 8404.118 0 8455.828 0 8507.579 0 8559.372 0 8611.205 0 8663.078 0 8714.992 0 8766.946 0 8818.939 0 8870.972 0 8923.042 0 8975.151 0 9027,299 0 9079.483 0 9131.706 0 9183.966 0 9236.263 0 9288.595 0 9340.964 0 9393.369 0 9445.810 0 9498.285 0 9550.796 0 9603.341 0 9655.921 0 9708.535 0 9761,183 0 9813.863 0 9866.578 0 9919.325 0 9972.105 10024.920 0 10077.760 10130.640 10183.550 10236.490 10289.460  4167.7 4183.7 4199.7 4215.7 4231.7 4247.8 4263.9 4280.0 4296.1 4312.3 4328.5 4344.7 4360.9 4377.1 4393.4 4409.7 4426.0 4442.3 4458.7 4475.1 4491.5 4507.9 4524.4 4540.8 4557.3 4573.9 4590.4 4607.0 4623.6 4640.2 4656.8 4673,5 4690.2 4706.9 4723.6 4740.3 4757.1 4773.9 4790.7 4807.6 4824.5 4841.3 4858.3 4875.2 4892.1 4909.1 4926.1 4943,2 4960.2 4977.3 4994.4 5011.5 5028.6 5045.8 5063.0 5080.2 5097.4 5114.7 5131.9 5149.2 5166.5 5183.9 5201.2 5218.6 5236.0 5253.5 5270.9 5288.4 5305.9 5323.4 5341.0 5358.5 5376.1  0 U/P 0 UP 0 U/P 0 UP 0 U/P 0 UIP 0 UIP 0 UP 0 U/P 0 U/P 0 UIP 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP U/P 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UIP U/P 0 U/P 0 U/P U/P 0 UP 0 U/P 0 U/P 0 U/P 0 UP 0 UP 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 UP UIP 0 U/P 0 UIP 0 UIP 0 U/P 0 U/P U/P U/P U/P 06-05-2024 12:06:57 Page 26    PONDS Version 3.3.0315 Retention Pond Recovery: - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 10 : POST-24hr-100yr  Combined  Elapsed Instantaneous Outside Time Infiow! Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (flday) (datum) (#P/s) Rate (P/s) Volume () Volume () Discharge (#) Type  Rate Discharge Inflow Infiltration Cumulative Flow  (hours) (#/s) 9.733 9.756 9.778 9.800 9.822 9.844 9.867 9.889 9.911 9.933 9.956 9.978 10.000 10.022 10.044 10.067 10.089 10.111 10.133 10.156 10.178 10.200 10.222 10.244 10.267 10.289 10.311 10.333 10.356 10.378 10.400 10.422 10.444 10.467 10.489 10.511 10.533 10.556 10.578 10.600 10.622 10.644 10.667 10.689 10.711 10.733 10.756 10.778 10.800 10.822 10.844 10.867 10.889 10.911 10.933 10.956 10.978 11.000 11.022 11.044 11.067 11.089 11.111 11.133 11.156 11.178 11.200 11.222 11.244 11:267 11-289 11.311 11.333 Archer Road" Trailer Storage  0.6627 0.00000 88.68748 0.22023 0.6631 0.00000 88.69353 0.22051 0.6635 0.00000 88,69958 0.22079 0.6639 0.00000 88.70562 0.22106 0.6642 0.00000 88.71165 0.22134 0.6646 0.00000 88.71767 0.22161 0.6650 0.00000 88.72369 0.22189 0.6653 0.00000 88.72971 0.22216 0.6657 0.00000 88.73572 0.22243 0.6660 0.00000 88.74171 0.22271 0.6664 0.00000 88.74771 0.22299 0.6668 0.00000 88.75370 0.22328 0.6671 0.00000 88.75968 0.22357 0.6707 0.00000 88.76568 0.22386 0.6813 0.00000 88.77175 0.22416 0.7035 0.00000 88,77805 0.22448 0.7350 0.00000 88.78468 0.22481 0.7691 0.00000 88,79174 0.22516 0.8010 0.00000 88.79922 0.22553 0.8280 0.00000 88.80708 0.22592 0.8477 0.00000 88.81524 0.22632 0.8616 0.00000 88.82359 0.22673 0.8718 0.00000 88.83209 0.22714 0.8794 0.00000 88.84068 0.22756 0.8850 0.00000 88.84934 0.22798 0.8892 0.00000 88.85805 0.22840 0.8923 0.00000 88.86678 0.22882 0.8948 0.00000 88.87552 0.22925 0.8967 0.00000 88.88428 0.22967 0.8982 0.00000 88.89303 0.23009 0.8994 0.00000 88.90177 0.23052 0.9005 0.00000 88.91051 0.23094 0.9014 0.00000 88.91925 0.23136 0.9022 0.00000 88.92797 0.23179 0,9029 0.00000 88.93668 0.23221 0.9035 0.00000 88.94538 0.23263 0.9041 0.00000 88.95407 0.23305 0.9046 0.00000 88.96274 0.23347 0.9051 0.00000 88.97140 0.23389 0.9056 0.00000 88.98003 0.23430 0.9061 0.00000 88.98866 0.23472 0.9065 0.00000 88.99728 0.23514 0.9070 0.00000 89.00587 0.23555 0.9075 0.00000 89.01446 0.23597 0.9080 0.00000 89.02303 0.23638 0.9084 0.00000 89.03159 0.23680 0.9089 0.00000 89.04012 0.23721 0.9093 0.00000 89.04865 0.23762 0.9098 0.00000 89.05716 0.23804 0.9102 0.00000 89.06566 0.23845 0.9106 0.00000 89.07414 0.23886 0.9111 0.00000 89.08261 0.23927 0.9115 0.00000 89.09106 0.23968 0.9119 0.00000 89.09950 0.24008 0.9124 0.00000 89.10793 0.24049 0.9128 0.00000 89.11634 0.24090 0.9132 0.00000 89.12474 0.24131 0.9137 0.00000 89.13313 0.24171 0.9178 0.00000 89.14152 0.24212 0.9291 0.00000 89.14999 0.24253 0.9523 0.00000 89.15865 0.24296 0.9843 0.00000 89,16764 0.24341 1.0187 0.00000 89.17702 0.24387 1.0505 0.00000 89.18678 0.24435 1.0772 0.00000 89,19688 0.24485 1.0966 0.00000 89.20723 0.24535 1.1102 0.00000 89.21775 0.24586 1.1202 0.00000 89.22839 0.24638 1.1277 0.00000 89.23912 0.24690 1.1331 0.00000 89.24989 0.24742 1.1373 0.00000 89.26069 0.24795 1.1404 0.00000 89.27151 0.24847 1.1428 0.00000 89.28233 0.24899  0 10342,460 0 10395.490 0 10448.560 0 10501.650 0 10554.770 0 10607.930 0 10661.110 0 10714.320 0 10767,560 0 10820,830 0 10874.130 0 10927.450 0 10980.810 0 11034.320 0 11088.400 0 11143.790 0 11201.330 0 11261,490 0 11324.290 0 11389.460 0 11456.490 0 11524.860 0 11594.200 0 11664.250 0 11734.820 0 11805.790 0 11877.050 0 11948.530 0 12020.190 0 12091.980 0 12163.890 0 12235.890 0 12307.960 0 12380.100 0 12452.310 0 12524,560 0 12596.870 0 12669.220 0 12741.610 0 12814.040 0 12886,500 0 12959.010 0 13031.550 0 13104.130 0 13176,750 0 13249,400 0 13322.090 0 13394.820 0 13467.580 0 13540.380 0 13613.220 13686.080 13758.990 13831.930 0 13904.900 13977.900 14050.940 14124.020 14197.280 14271.150 14346.410 14423.870 14503.990 14586.760 14671.870 14758.820 0 14847.090 0 14936.310 0 15026.220 0 15116.650 0 15207.470 0 15298.580 0 15389.910  5393.7 5411.3 5429.0 5446.7 5464.4 5482.1 5499.8 5517.6 5535.4 5553.2 5571.0 5588.9 5606.7 5624.6 5642.5 5660.5 5678.5 5696.5 5714.5 5732.5 5750.6 5768.8 5786.9 5805.1 5823,3 5841,6 5859.9 5878.2 5896.5 5914.9 5933.4 5951,8 5970,3 5988.8 6007,4 6026.0 6044.6 6063.3 6082.0 6100.7 6119.5 6138.3 6157.1 6175,9 6194.8 6213.8 6232.7 6251.7 6270.7 6289.8 6308.9 6328.0 6347.2 6366.4 6385.6 6404.8 6424.1 6443.5 6462.8 6482.2 6501,6 6521,1 6540.6 6560.1 6579.7 6599,3 6618.9 6638.6 6658.3 6678.1 6697.9 6717.8 6737.7  0 U/P 0 UIP 0 UIP 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 UIP 0 U/P 0 UP 0 U/P U/P U/P U U/P 0 UP 0 U/P 0 UIP 0 UIP 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 UP 0 UP 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP U/P 0 UP U/P 0 U/P U/P 0 U/P U/P 0 UP 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UP 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 UIP 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UIP 0 U/P 0 U/P 06-05-2024 12:06:57  27 Page    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright: 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont,d.) : Scenario 10 : POST-24hr-100yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (day) (datum). (P/s) Rate (R/s) Volume () Volume (#) Discharge (R) Type  Rate  Discharge Inflow Infiltration Cumulative Fiow  (hours) 11.356 11.378 11.400 11.422 11.444 11.467 11.489 11.511 11.533 11.556 11,578 11.600 11,622 11,644 11,667 11.689 11.711 11.733 11.756 11.778 11.800 11.822 11.844 11,867 11,889 11.911 11,933 11.956 11.978 12,000 12.022 12.044 12.067 12.089 12.111 12,133 12.156 12.178 12.200 12.222 12.244 12.267 12.289 12.311 12.333 12.356 12.378 12.400 12.422 12.444 12.467 12.489 12.511 12.533 12.556 12.578 12.600 12.622 12.644 12.667 12.689 12.711 12.733 12.756 12.778 12.800 12.822 12.844 12.867 12.889 12.911 12.933 12.956 Archer Road" Trailer Storage  (/s)  1.1447 0,00000 89.29314 0,24952 1.1462 0.00000 89.30396 0,25004 1.1474 0,00000 89.31475 0,25056 1.1485 0.00000 89.32553 0.25108 1.1494 0.00000 89.33630 0.25161 1.1502 0.00000 89.34704 0.25212 1.1509 0.00000 89.35777 0.25264 1.1515 0.00000 89.36847 0.25316 1.1521 0.00000 89,37916 0.25368 1.1526 0.00000 89.38982 0,25419 1.1531 0,00000 89,40046 0.25471 1.1536 0.00000 89.41108 0,25522 1.1540 0.00000 89.42168 0,25574 1.1545 0.00000 89.43225 0,25625 1.1550 0.00000 89.44281 0,25676 1.1554 0.00000 89.45334 0,25727 1.1559 0.00000 89.46385 0,25778 1.1564 0.00000 89,47434 0.25828 1.1568 0.00000 89,48481 0.25879 1.1573 0.00000 89.49526 0.25929 1.1577 0.00000 89.50568 0,25980 1.1581 0.00000 89.51609 0,26030 1.1586 0.00000 89.52648 0.26080 1.1590 0.00000 89,53684 0.26131 1.1594 0.00000 89.54719 0.26181 1.1598 0.00000 89,55751 0.26231 1.1603 0.00000 89.56781 0,26280 1.1607 0.00000 89.57809 0.26330 1.1611 0.00000 89.58836 0.26380 1.1615 0.00000 89.59859 0:26429 1.1567 0.00000 89.60879 0.26478 1.1408 0.00000 89.61884 0.26526 1.1066 0.00000 89.62858 0.26572 1.0583 0.00000 89.63783 0.26615 1.0063 0.00000 89.64649 0.26656 0.9579 0.00000 89.65457 0.26694 0.9173 0.00000 89.66213 0.26729 0.8882 0.00000 89.66929 0.26763 0.8680 0.00000 89.67616 0.26796 0.8536 0.00000 89.68282 0,26828 0.8429 0.00000 89.68932 0.26859 0.8354 0.00000 89.6 .69572 0.26890 0.8300 0.00000 89.70203 0.26920 0.8262 0.00000 89.7 70828 0.26951 0.8235 0.00000 89.71448 0,26981 0.8216 0.00000 89.72065 0.27010 0.8202 0.00000 89.72678 0.27040 0.8193 0.00000 89.73290 0.27070 0.8187 0.00000 89.73900 0.27099 0.8183 0.00000 89.74508 0.27129 0.8180 0.00000 89.75114 0.27160 0.8178 0.00000 89.75720 0.27190 0.8178 0.00000 89.76324 0.27221 0.8179 0.00000 89.76928 0.27252 0.8180 0.00000 89.77531 0.27282 0.8182 0.00000 89.78132 0.27313 0.8184 0.00000 89.78733 0.27343 0.8185 0.00000 89.79333 0.27374 0.8187 0.00000 89.79932 0.27404 0.8188 0.00000 89.80530 0.27435 0.8190 0.00000 89.81128 0.27465 0.8192 0.00000 89.81725 0.27495 0.8193 0.00000 89.82320 0.27526 0.8195 0.00000 89.82915 0.27556 0.8196 0.00000 89.83509 0.27586 0.8198 0.00000 89.84103 0.27616 0.8199 0.00000 89.84695 0.27646 0.8201 0.00000 89.85287 0.27676 0.8202 0.00000 89.85878 0.27706 0.8204 0.00000 89.86469 0.27736 0.8205 0.00000 89.87057 0,27766 0.8207 0.00000 89.87646 0.27796 0.8208 0.00000 89.88234 0.27826  0 15481.410 0 15573.040 0 15664.790 0 15756.630 0 15848.540 0 15940.520 0 16032,560 0 16124.660 0 16216.800 0 16308.990 0 16401,220 0 16493.480 0 16585.790 0 16678.130 0 16770.510 0 16862.920 0 16955.380 0 17047.870 0 17140.400 0 17232.960 0 17325.560 0 17418.190 0 17510.860 0 17603.560 0 17696.300 0 17789.070 0 17881.880 0 17974.710 0 18067.580 0 18160.490 0 18253.210 0 18345.110 0 18435.010 0 18521.610 0 18604.190 0 18682.760 0 18757.760 0 18829.980 0 18900.230 0 18969,100 0 19036.960 0 19104.090 0 19170.710 0 19236.960 0 19302.940 0 19368.740 0 19434.410 0 19499.990 0 19565.510 0 19630.990 19696.4 440 19761.880 19827.300 19892.730 19958.160 20023.610 0 20089.070 20154.540 20220.030 20285.530 0 20351.050 20416.570 0 20482.110 0 20547.660 0 20613.220 0 20678.800 0 20744.390 0 20809.990 0 20875.600 0 20941.220 21006.860 21072.510 21138.170  6757.6 6777,6 6797.6 6817.7 6837.8 6857.9 6878.1 6898.4 6918.6 6939.0 6959.3 6979.7 7000.1 7020.6 7041.1 7061.7 7082.3 7103.0 7123.6 7144.4 7165.1 7185.9 7206.8 7227.7 7248.6 7269.5 7290.5 7311.6 7332.7 7353.8 7375,0 7396.2 7417.4 7438.7 7460.0 7481.3 7502.7 7524.1 7545.5 7567.0 7588.4 7609.9 7631.5 7653.0 7674.6 7696.2 7717.8 7739.4 7761.1 7782.8 7804.5 7826.3 7848.0 7869.8 7891.6 7913.5 7935.3 7957.2 7979.1 8001.1 8023.0 8045.0 8067.0 8089.0 8111.1 8133.2 8155.3 8177.4 8199.6 8221.8 8244.0 8266.2 8288.4  0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UIP UIP 0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UIP 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 UP 0 UP 0 UP 0 UP 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 UIP 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP U/P 0 U/P 06-05-2024 12:06:58 Page 28    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright. 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 10 : POST-24hr-1 100yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (Rlday) (Rdatum) (A/s) Rate (P/s). Volume (R) Volume (#) Discharge (R) Type  Rate Discharge Infiow Infiltration Cumulative Flow  (hours) ('s) 12.978 13,000 13,022 13.044 13.067 13.089 13.111 13,133 13,156 13,178 13.200 13.222 13.244 13.267 13.289 13.311 13.333 13.356 13,378 13.400 13.422 13.444 13.467 13.489 13.511 13.533 13.556 13.578 13.600 13.622 13.644 13.667 13.689 13.711 13.733 13.756 13.778 13.800 13.822 13.844 13.867 13.889 13.911 13.933 13.956 13.978 14.000 14.022 14.044 14.067 14.089 14.111 14.133 14.156 14.178 14.200 14.222 14.244 14.267 14.289 14.311 14.333 14.356 14.378 14.400 14.422 14.444 14.467 14.489 14.511 14.533 14.556 14.578 Archer Road Trailer Storage  0.8210 0.00000 89.88821 0,27856 0.8211 0.00000 89.89407 0,27886 0.8196 0.00000 89.89992 0.27915 0.8145 0.00000 89,90572 0.27944 0.8034 0.00000 89.91142 0.27973 0.7876 0.00000 89.91698 0.28001 0,7704 0.00000 89.92234 0.28027 0.7543 0.00000 89.92751 0,28053 0.7408 0.00000 89.93253 0,28078 0.7311 0.00000 89.93741 0,28103 0.7243 0.00000 89.94219 0.28127 0.7195 0.00000 89.94691 0.28151 0.7159 0.00000 89.95157 0.28175 0.7135 0.00000 89.95619 0.28198 0.7117 0.00000 89.96079 0.28221 0.7104 0.00000 89.96536 0.28245 0.7096 0.00000 89.96992 0.28268 0.7090 0.00000 89.97446 0,28291 0.7085 0.00000 89,97900 0.28314 0.7083 0.00000 89.98351 0.28337 0.7081 0.00000 89,98803 0.28360 0.7080 0.00000 89.99253 0.28383 0.7080 0.00000 89.99703 0.28405 0.7079 0.00000 90.00153 0,28428 0.7080 0.00000 90.00601 0,28451 0.7080 0.00000 90.01049 0.28474 0.7081 0.00000 90.01497 0.28496 0.7082 0.00000 90,01943 0.28519 0.7083 0.00000 90,02390 0.28542 0.7084 0.00000 90.02836 0.28565 0.7085 0.00000 90.03281 0.28587 0.7086 0.00000 90.03727 0.28610 0.7087 0.00000 90.04171 0.28632 0.7088 0.00000 90.04615 0.28655 0.7089 0.00000 90.05059 0.28677 0.7089 0.00000 90.05502 0.28700 0.7090 0.00000 90.05945 0.28722 0.7091 0.00000 90.06387 0.28745 0.7092 0.00000 90,06828 0.28767 0.7093 0.00000 90.07269 0.28790 0.7094 0.00000 90.07710 0.28812 0.7095 0.00000 90.08150 0.28835 0.7096 0.00000 90.08590 0.28857 0.7097 0.00000 90.09029 0.28879 0.7097 0.00000 90.09468 0.28901 0.7098 0.00000 90.09906 0.28924 0.7099 0.00000 90.10344 0.28946 0.7100 0.00000 90,10781 0.28968 0.7100 0.00000 90.11217 0.28990 0.7099 0.00000 90.11654 0.29012 0.7097 0.00000 90.12090 0.29035 0.7096 0.00000 90.12524 0.29057 0.7094 0.00000 90.12958 0.29079 0.7093 0.00000 90.13391 0.29101 0.7092 0.00000 90.13824 0.29123 0.7092 0.00000 90.14256 0.29145 0.7092 0.00000 90.14687 0.29167 0.7092 0.00000 90.15118 0.29188 0.7093 0.00000 90.15549 0.29210 0.7093 0.00000 90.15978 0.29232 0.7094 0.00000 90.16408 0.29254 0.7095 0.00000 90.16837 0.29276 0.7095 0.00000 90.17265 0.29298 0.7096 0.00000 90.17693 0.29319 0.7097 0.00000 90.18121 0.29341 0.7098 0.00000 90.18548 0.29363 0.7098 0.00000 90.18974 0.29384 0.7099 0.00000 90.19401 0.29406 0.7100 0.00000 90.19827 0.29428 0.7101 0.00000 90.20251 0.29449 0.7101 0.00000 90.20676 0.29471 0.7102 0.00000 90.21101 0.29492 0.7103 0.00000 90.21525 0.29514  0 21203.840 0 21269,530 0 21335.150 0 21400.520 0 21465.230 0 21528,870 0 21591.190 0 21652.180 0 21711.980 0 21770.860 0 21829.070 0 21886.820 0 21944.240 0 22001.420 0 22058.420 0 22115.310 0 22172.110 0 22228.850 0 22285.550 0 22342.220 0 22398.880 0 22455.520 0 22512.160 0 22568.790 0 22625.430 0 22682.070 0 22738.720 0 22795.370 0 22852.030 0 22908.700 0 22965.380 0 23022.060 0 23078.750 0 23135.450 0 23192.150 0 23248.860 0 23305.580 0 23362.310 0 23419.040 0 23475.780 0 23532.530 0 23589.290 0 23646.050 0 23702.820 0 23759.590 0 23816.370 0 23873.160 0 23929.960 0 23986.760 0 24043.550 0 24100.330 0 24157.110 0 24213.860 0 24270.610 0 24327.350 0 24384.090 0 24440.820 0 24497.560 0 24554.300 0 24611.050 0 24667.800 0 24724.550 0 24781.320 0 24838.080 0 24894.850 0 24951.630 0 25008.410 0 25065.200 0 25122.000 0 25178.800 25235.610 25292.420 25349.240  8310.7 8333.0 8355.3 8377.7 8400.0 8422.4 8444.8 8467.3 8489.7 8512.2 8534.7 8557,2 8579,7 8602.3 8624.8 8647,4 8670.0 8692.7 8715.3 8738.0 8760,6 8783.3 8806.0 8828.8 8851.5 8874.3 8897.1 8919.9 8942.7 8965.6 8988.4 9011.3 9034.:2 9057.1 9080.0 9103.0 9126.0 9149.0 9172.0 9195.0 9218.0 9241,1 9264.2 9287.2 9310.4 9333.5 9356.6 9379.8 9403.0 9426.2 9449.4 9472.6 9495.9 9519.2 9542.5 9565.8 9589.1 9612.4 9635.8 9659.2 9682.6 9706.0 9729.4 9752.9 9776.3 9799.8 9823.3 9846.8 9870.3 9893.9 9917.5 9941.1 9964.7  0 U/P 0 U/P 0 UIP 0 UIP 0 U/P 0 UP 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P UP 0 UP 0 UIP 0 U/P U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P U/P 0 UP 0 UP 0 U/P 0 UP 0 UP 0 U/P 0 UIP 0 U/P 0 UIP U/P 0 UP 0 U/P U/P 0 U/P 0 UP 0 UP U/P 0 U/P 0 UP 0 UP 0 UP 0 UP 0 U/P 0 UP 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P UIP 06-05-2024 12:06:58 Page 29    PONDS Version 3.3.0315 Retention Pond Recovery Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 10 : POST-24hr-100) yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (Aday) (Rdatum) (Aé/s) Rate (#é/s) Volume (") Volume (#) Discharge (R). Type  Rate Discharge Inflow Infiltration Cumulative Flow  (hours) (/s) 14.600 14,622 14,644 14,667 14,689 14.711 14.733 14.756 14.778 14.800 14.822 14.844 14.867 14.889 14.911 14.933 14.956 14.978 15.000 15.022 15.044 15,067 15.089 15.111 15.133 15.156 15.178 15.200 15.222 15.244 15.267 15.289 15.311 15.333 15.356 15.378 15.400 15,422 15,444 15.467 15.489 15.511 15.533 15.556 15.578 15.600 15.622 15.644 15.667 15.689 15.711 15.733 15.756 15.778 15.800 15.822 15.844 15.867 15.889 15.911 15.933 15.956 15.978 16.000 16.022 16.044 16.067 16.089 16.111 16.133 16.156 16.178 16.200 Archer Road Trailer Storage  0.7104 0,00000 90.21948 0,29535 0.7104 0.00000 90,22371 0.29557 0.7105 0.00000 90,22794 0.29578 0.7106 0,00000 90,23215 0.29600 0.7106 0.00000 90.23637 0.29621 0.7107 0.00000 90.24059 0.29643 0.7108 0.00000 90.24479 0,29664 0.7109 0.00000 90.24899 0.29685 0.7109 0.00000 90.25320 0.29707 0.7110 0.00000 90.25739 0.29728 0.7111 0.00000 90.26157 0,29749 0.7112 0.00000 90.26576 0,29771 0.7112 0.00000 90.26994 0.29792 0.7113 0.00000 90.27412 0.29813 0.7114 0.00000 90.27829 0.29834 0.7114 0.00000 90.28246 0,29855 0.7115 0.00000 90.28662 0.29877 0.7116 0.00000 90.29078 0.29898 0.7116 0.00000 90.29494 0.29919 0.7099 0.00000 90.29907 0.29940 0.7045 0.00000 90,30318 0.29960 0.6928 0.00000 90,30718 0.29980 0.6763 0.00000 90.31105 0.29999 0.6586 0.00000 90,31474 0.30018 0.6421 0.00000 90.31824 0.30035 0.6283 0.00000 90.32160 0.30052 0.6184 0.00000 90.32484 0.30068 0.6115 0.00000 90.32798 0.30084 0.6065 0.00000 90.33106 0.30100 0.6029 0.00000 90.33410 0.30115 0,6003 0.00000 90.33710 0.30130 0.5985 0.00000 90.34008 0.30145 0.5972 0.00000 90.34304 0.30160 0.5962 0.00000 90.34599 0.30175 0.5956 0.00000 90.34892 0.30190 0.5951 0.00000 90.35184 0.30205 0.5948 0.00000 90.35477 0.30220 0.5945 0.00000 90,35767 0.30235 0.5944 0.00000 90.36059 0.30249 0.5943 0.00000 90.36349 0.30264 0.5942 0.00000 90.36639 0.30279 0.5942 0.00000 90.36929 0.30293 0.5942 0.00000 90.37218 0.30308 0.5942 0.00000 90.37507 0.30323 0.5943 0.00000 90.37796 0.30338 0,5943 0.00000 90.38084 0.30352 0.5944 0.00000 90.38373 0.30367 0.5944 0.00000 90.38661 0.30382 0.5944 0.00000 90.38949 0.30396 0.5945 0.00000 90.39236 0.30411 0.5945 0.00000 90.39524 0.30425 0,5946 0.00000 90.39812 0.30440 0.5946 0.00000 90.40099 0.30455 0.5946 0.00000 90.40385 0.30469 0.5947 0.00000 90.40672 0:30484 0.5947 0.00000 90.40958 0.30498 0.5948 0.00000 90.41244 0.30513 0.5948 0.00000 90.41529 0.30527 0.5949 0.00000 90.41815 0.30542 0.5949 0.00000 90.42101 0.30556 0.5949 0.00000 90.42385 0.30571 0.5950 0.00000 90.42670 0.30585 0.5950 0.00000 90.42954 0.30600 0.5951 0.00000 90.43239 0.30614 0.5934 0.00000 90.43522 0.30628 0.5881 0.00000 90.43802 0.30642 0.5767 0.00000 90.44073 0.30656 0.5604 0.00000 90.44330 0.30668 0.5428 0.00000 90.44570 0.30680 0.5264 0.00000 90.44794 0.30691 0.5125 0.00000 90.45003 0.30702 0.5025 0.00000 90:45199 0.30711 0.4956 0.00000 90.45387 0.30721  0 25406.060 9988.3 0 25462.900 10011.9 0 25519.730 10035,6 0 25576.580 10059.2 0 25633.430 10082,9 0 25690.280 10106.6 0 25747.140 10130.4 0 25804.010 10154.1 0 25860.880 10177.9 0 25917.760 10201.6 0 25974.640 10225,4 0 26031.530 10249,2 0 26088.430 10273.1 0 26145.330 10296,9 0 26202.230 10320.8 0 26259.140 10344.6 0 26316.060 10368,5 0 26372.980 10392.4 0 26429.910 10416,4 0 26486.780 10440.3 0 26543.350 10464.3 0 26599.240 10488.2 0 26654.010 10512.2 0 26707.410 10536:2 0 26759.430 10560.3 0 26810.250 10584.3 0 26860.110 10608.3 0 26909.310 10632.4 0 26958.030 10656.5 0 27006.400 10680.6 0 27054.530 10704.7 0 27102.490 10728.8 0 27150.310 10752.9 0 27198.040 10777.0 0 27245.720 10801.2 0 27293.340 10825.3 0 27340.930 10849.5 0 27388.510 10873.7 0 27436.060 10897.9 0 27483.610 10922.1 0 27531.150 10946.3 0 27578.680 10970.5 0 27626.210 10994.8 0 27673.750 11019.0 0 27721.290 11043.3 0 27768.830 11067.6 0 27816.380 11091.8 0 27863,930 11116.1 0 27911.480 11140.5 0 27959.040 11164.8 0 28006.600 11189.1 0 28054.170 11213.5 0 28101.730 11237.8 0 28149.300 11262.2 0 28196.880 11286.6 0 28244.450 11311.0 0 28292.030 11335.4 0 28339.620 11359.8 0 28387.200 11384.2 0 28434.790 11408.6 0 28482.390 11433.1 0 28529.980 11457.6 0 28577.580 11482.0 0 28625.190 11506.5 0 28672.720 11531.0 0 28719.980 11555.5 0 28766.580 11580.0 0 28812.060 11604.6 0 28856.190 11629.1 0 28898.960 11653.7 0 28940.520 11678.2 28981.120 11702.8 0 29021.040 11727.4  0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UP 0 U/P 0 U/P 0 U/P 0 UIP 0 UIP 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 UP UP 0 U/P 0 UP 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 UIP U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 UP 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 UIP 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P UIP 06-05-2024 12:06:58 Page 30    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 10 : POST-24hr- 100yr  Combined  Elapsed Instantaneous Outside  Stage Infiltration Instantaneous Cumulative Cumulative Combined (fVday) (fd datum) (/s) Rate (#/s) Volume (#) Volume (#) Discharge (R) Type  Time Inflow Rate Recharge Elevation Rate  Discharge Inflow Infiltration Cumulative Flow 0 29060,490 11751.9 0 29099,590 11776.5 0 29138.430 11801,1 0 29177.100 11825.7 0 29215,640 11850.3 0 29254,080 11874.9 0 29292,460 11899.6 0 29330.790 11924.2 0 29369,080 11948.8 0 29407.3 360 11973.5 0 29445.610 11998.1 0 29483.850 12022.8 0 29522,090 12047.4 0 29560.3 .320 12072.1 0 29598.540 12096.8 0 29636.770 12121.5 0 29675.000 12146.2 0 29713,230 12170.9 0 29751.460 12195,6 0 29789,700 12220.3 0 29827,940 12245.0 0 29866.1 180 12269.7 0 29904.4 420 12294.4 0 29942.660 12319.2 0 29980.900 12343.9 0 30019.150 12368.7 0 30057.400 12393.4 0 30095.650 12418.2 0 30133.900 12443.0 0 30172.150 12467.7 0 30210.410 12492,5 0 30248.670 12517.3 0 30286,930 12542.1 0 30325.190 12566.9 0 30363.450 12591.7 0 30401,710 12616.5 0 30439.980 12641.4 0 30478.240 12666,2 0 30516.500 12691.0 0 30554.750 12715.9 0 30592,990 12740.7 0 30631.220 12765.6 0 30669,440 12790.4 0 30707,650 12815.3 0 30745.850 12840.2 0 30784.060 12865.1 0 30822.260 12890.0 0 30860.460 12914.9 0 30898.660 12939.8 0 30936.860 12964.7 0 30975.060 12989.6 0 31013.270 13014.5 0 31051.470 13039.4 0 31089.680 13064.4 0 31127.880 13089.3 0 31166.090 13114.3 0 31204.300 13139.2 0 31242.510 13164.2 0 31280.730 13189.1 0 31318.940 13214.1 0 31357.160 13239.1 0 31395.380 13264.1 0 31433.600 13289.1 0 31471.820 13314.1 31510.040 13339.1 0 31548.270 13364.1 0 31586.490 13389.1 0 31624.720 13414.1 0 31662.950 13439.2 0 31701.190 13464.2 0 31739.420 13489.2 0 31777.650 13514.3 0 31815.890 13539.4  (hours) (#s) 16.222 16.244 16.267 16.289 16.311 16.333 16.356 16.378 16.400 16.422 16.444 16.467 16.489 16.511 16.533 16.556 16.578 16.600 16.622 16.644 16.667 16.689 16.711 16.733 16.756 16.778 16.800 16.822 16.844 16.867 16.889 16.911 16.933 16.956 16.978 17.000 17.022 17.044 17.067 17.089 17.111 17.133 17.156 17.178 17.200 17,222 17.244 17.267 17.289 17,311 17.333 17.356 17,378 17,400 17,422 17.444 17.467 17.489 17.511 17.533 17,556 17.578 17,600 17.622 17.644 17,667 17.689 17.711 17.733 17.756 17.778 17,800 17.822 Archer Road Trailer Storage  0.4906 0.00000 90.45570 0.30730 0.4869 0.00000 90.45747 0.30739 0.4843 0.00000 90,45921 0.30748 0.4824 0.00000 90.46094 0.30756 0,4810 0.00000 90.46264 0.30765 0.4801 0,00000 90.46433 0.30774 0,4794 0,00000 90.46601 0.30782 0,4789 0.00000 90.46769 0.30791 0,4785 0.00000 90.46936 0.30799 0.4783 0.00000 90.47102 0.30807 0,4781 0.00000 90.47269 0.30816 0.4780 0.00000 90.47434 0.30824 0,4779 0.00000 90.47601 0.30833 0.4778 0.00000 90.47766 0.30841 0.4778 0.00000 90.47931 0.30850 0.4779 0.00000 90,48096 0.30858 0.4779 0.00000 90,48261 0.30866 0.4779 0.00000 90.48427 0.30875 0.4779 0.00000 90.48592 0,30883 0.4779 0.00000 90.48756 0.30892 0.4780 0.00000 90.48921 0.30900 0.4780 0.00000 90.49085 0.30908 0.4780 0.00000 90.49250 0:30917 0.4780 0.00000 90.49415 0.30925 0.4781 0.00000 90.49579 0.30933 0.4781 0.00000 90.49743 0.30942 0.4781 0.00000 90.49907 0.30950 0.4781 0.00000 90.50071 0.30958 0.4782 0.00000 90.50235 0.30967 0.4782 0.00000 90.50399 0.30975 0.4782 0.00000 90.50562 0,30983 0.4782 0.00000 90.50726 0,30992 0.4783 0,00000 90.50890 0.31000 0.4783 0.00000 90.51053 0.31008 0.4783 0.00000 90.51216 0.31017 0.4783 0.00000 90.51379 0.31025 0.4783 0.00000 90.51543 0.31033 0.4783 0.00000 90.51705 0.31041 0.4782 0.00000 90.51868 0.31050 0.4781 0.00000 90.52031 0.31058 0.4779 0.00000 90.52193 0.31066 0.4778 0.00000 90.52355 0.31074 0.4777 0.00000 90.52517 0.31083 0.4776 0.00000 90.52678 0.31091 0.4775 0.00000 90.52840 0.31099 0.4775 0.00000 90.53001 0.31107 0.4775 0.00000 90.53162 0.31115 0.4775 0.00000 90.53323 0.31124 0.4775 0.00000 90.53484 0.31132 0.4775 0.00000 90.53644 0.31140 0.4775 0.00000 90.53805 0.31148 0,4775 0,00000 90.53965 0.31156 0.4776 0.00000 90.54125 0.31164 0,4776 0.00000 90.54285 0.31172 0,4776 0.00000 90.54446 0.31181 0,4776 0.00000 90.54606 0.31189 0.4776 0.00000 90.54766 0.31197 0.4777 0.00000 90.54926 0.31205 0.4777 0.00000 90.55086 0,31213 0,4777 0.00000 90.55245 0,31221 0.4777 0.00000 90.55405 0.31229 0,4777 0.00000 90.55564 0.31237 0.4778 0.00000 90.55724 0.31246 0.4778 0.00000 90.55883 0.31254 0.4778 0.00000 90.56042 0.31262 0,4778 0.00000 90.56201 0.31270 0.4778 0.00000 90.56360 0.31278 0.4779 0.00000 90.56519 0.31286 0,4779 0.00000 90,56678 0.31294 0.4779 0.00000 90.56836 0.31302 0.4779 0,00000 90.56995 0.31310 0.4780 0.00000 90.57153 0.31318 0.4780 0.00000 90.57312 0.31326  0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UP 0 UIP 0 UIP 0 U/P 0 UP 0 U/P 0 UP 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 UP 0 UP 0 UP 0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 U/P U/P U/P 0 U/P UP UIP U/P 0 U/P U/P 0 UP 0 U/P 0 UP U/P 0 UP U/P 0 UIP U/P 0 UIP 0 U/P 0 U/P 0 UIP 0 UIP 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 UP 0 U/P U/P U/P 06-05-2024 12:06:58 Page 31    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 10 : POST-24hr-: 100) yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (day) (ftdatum) (/s) Rate (fs). Volume (#) Volume (A) Discharge () Type  Rate Discharge Inflow Infiltration Cumulative Flow  (hours) (#/s) 17.844 17.867 17.889 17.911 17.933 17.956 17.978 18.000 18.022 18.044 18.067 18.089 18.111 18.133 18.156 18.178 18.200 18.222 18.244 18.267 18.289 18.311 18.333 18.356 18.378 18.400 18.422 18.444 18.467 18.489 18.511 18.533 18.556 18.578 18.600 18.622 18.644 18.667 18.689 18.711 18.733 18.756 18.778 18.800 18.822 18.844 18.867 18.889 18.911 18.933 18.956 18.978 19.000 19.022 19.044 19.067 19.089 19.111 19.133 19.156 19.178 19.200 19.222 19.244 19.267 19.289 19.311 19.333 19.356 19.378 19.400 19.422 19.444 Archer Road Trailer Storage  0.4780 0.00000 90.57470 0,31334 0.4780 0,00000 90.57628 0,31342 0.4780 0,00000 90,57787 0.31350 0.4781 0,00000 90.57944 0.31358 0.4781 0.00000 90.58102 0,31366 0.4781 0,00000 90.58260 0.31374 0.4781 0.00000 90.58418 0.31382 0.4781 0.00000 90.58575 0.31390 0.4782 0.00000 90.58733 0.31398 0.4782 0.00000 90.58890 0.31406 0.4782 0.00000 90.59047 0:31414 0.4782 0.00000 90.59205 0.31422 0.4782 0.00000 90.59361 0.31430 0.4783 0.00000 90.59518 0.31438 0.4783 0.00000 90.59676 0.31446 0.4783 0.00000 90.59832 0.31454 0.4783 0.00000 90.59989 0.31462 0.4783 0.00000 90.60146 0.31470 0.4784 0.00000 90.60302 0.31478 0.4784 0.00000 90.60458 0.31486 0.4784 0.00000 90.60615 0.31494 0.4784 0.00000 90.60771 0.31502 0.4784 0.00000 90.60928 0.31510 0.4784 0.00000 90.61083 0.31518 0.4785 0.00000 90.61239 0.31526 0.4785 0.00000 90.61395 0.31534 0.4785 0.00000 90.61551 0.31542 0.4785 0.00000 90.61707 0.31550 0.4785 0.00000 90.61862 0.31557 0.4786 0,00000 90.62017 0.31565 0.4786 0.00000 90.62173 0.31573 0.4786 0.00000 90.62328 0.31581 0.4786 0.00000 90.62483 0.31589 0.4786 0.00000 90.62638 0.31597 0.4787 0.00000 90.62793 0.31605 0.4787 0.00000 90.62948 0.31613 0.4787 0.00000 90.63103 0.31621 0,4787 0.00000 90.63258 0.31628 0.4787 0.00000 90.63412 0.31636 0.4787 0.00000 90.63567 0.31644 0.4788 0.00000 90.63721 0.31652 0,4788 0.00000 90.63876 0.31660 0.4788 0.00000 90,64030 0.31668 0.4788 0.00000 90.64184 0.31675 0.4788 0.00000 90.64338 0.31683 0.4789 0.00000 90.64491 0.31691 0.4789 0.00000 90.64645 0.31699 0.4789 0.00000 90.64799 0.31707 0.4789 0.00000 90.64953 0.31715 0.4789 0.00000 90.65106 0.31722 0.4790 0.00000 90.65260 0.31730 0.4790 0.00000 90.65413 0.31738 0.4790 0.00000 90.65566 0:31746 0.4773 0.00000 90.65719 0.31753 0.4719 0.00000 90.65868 0:31761 0.4604 0.00000 90.66009 0.31767 0.4440 0.00000 90.66136 0.31774 0.4262 0.00000 90.66247 0.31779 0.4096 0.00000 90.66342 0.31783 0.3956 0.00000 90.66422 0.31787 0.3855 0.00000 90.66491 0.31790 0.3785 0.00000 90.66552 0.31793 0.3734 0.00000 90.66607 0.31796 0.3697 0.00000 90.66657 0.31798 0.3670 0.00000 90.66705 0.31801 0,3651 0.00000 90.66750 0.31803 0.3637 0.00000 90.66795 0.31805 0.3627 0.00000 90.66837 0.31807 0.3620 0.00000 90.66879 0.31810 0.3615 0.00000 90.66920 0.31812 0.3611 0.00000 90.66962 0.31814 0.3609 0.00000 90.67002 0.31816 0.3607 0.00000 90.67043 0.31818  0 31854.130 13564.4 0 31892.370 13589.5 0 31930.610 13614.6 0 31968.860 13639.7 0 32007.100 13664.7 0 32045.350 13689.8 0 32083.600 13714.9 0 32121,850 13740.0 0 32160.100 13765.2 0 32198,350 13790,3 0 32236,600 13815.4 0 32274.860 13840.5 0 32313,120 13865.7 0 32351.380 13890.8 0 32389.640 13916.0 0 32427.900 13941.2 0 32466.170 13966.3 0 32504.430 13991.5 0 32542.700 14016.7 0 32580.970 14041.9 0 32619.240 14067.0 0 32657.510 14092.2 0 32695.780 14117.5 0 32734.060 14142.7 0 32772.340 14167.9 0 32810.610 14193.1 0 32848.890 14218.3 0 32887.170 14243.6 0 32925.460 14268.8 0 32963.740 14294.1 33002.030 14319.3 0 33040.310 14344.6 0 33078.600 14369.8 0 33116.890 14395.1 0 33155.180 14420.4 0 33193.480 14445.7 0 33231.770 14471.0 0 33270.070 14496.3 0 33308.370 14521.6 0 33346.660 14546.9 0 33384.960 14572.2 0 33423.270 14597.5 0 33461.570 14622.9 0 33499.880 14648.2 0 33538.180 14673.6 0 33576.490 14698.9 0 33614.800 14724.3 0 33653,110 14749.6 0 33691.430 14775.0 0 33729.740 14800.4 0 33768.050 14825.7 0 33806.370 14851.1 0 33844.690 14876.5 0 33882.940 14901.9 0 33920.910 14927.3 0 33958.200 14952.7 0 33994.380 14978.2 0 34029.180 15003.6 0 34062.620 15029.0 0 34094.830 15054.4 0 34126.070 15079.9 0 34156.630 15105.3 0 34186.710 15130.7 0 34216.430 15156.2 0 34245.900 15181.6 0 34275.190 15207.1 0 34304.340 15232.5 0 34333.400 15257.9 0 34362.390 15283.4 0 34391.330 15308.8 34420.240 15334.3 34449.120 15359.7 34477,980 15385.2  0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 U/P 0 UP 0 U/P 0 U/P 0 UP 0 U/P 0 UP 0 UP 0 U/P 0 U/P 0 UIP 0 UP 0 U/P 0 UP 0 U/P U/P 0 U/P UIP 0 U/P U/P 0 U/P 0 UP 0 U/P 0 U/P U/P UP U/P 0 UP 0 U/P 0 UP UIP 0 UIP UP . U/P 0 UP U U/P 0 U/P UIP U/P U/P 0 U/P U/P 0 U/P UIP 0 UP UIP 0 U/P U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P U/P UIP UP 0 UIP 0 U/P 0 UIP U/P U/P 06-05-2024 12:06:58 Page 32    PONDS Version 3.3.0315 Retention Pond Recovery. Refined Method Copyright: 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 10 : POST- 24 hr- 100y yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (flday) (d datum) (/s) Rate (#/s). Volume (#) Volume (#) Discharge (#) Type  Rate Discharge Inflow Infiltration Cumulative Flow  (hours) (/s) 19.467 19.489 19,511 19.533 19.556 19.578 19,600 19.622 19.644 19.667 19.689 19.711 19,733 19.756 19.778 19.800 19.822 19.844 19.867 19.889 19.911 19.933 19.956 19.978 20.000 20.022 20.044 20.067 20.089 20.111 20.133 20.156 20.178 20.200 20.222 20.244 20.267 20.289 20.311 20.333 20.356 20.378 20.400 20.422 20.444 20.467 20.489 20.511 20.533 20.556 20.578 20.600 20.622 20.644 20.667 20.689 20.711 20.733 20.756 20.778 20.800 20.822 20.844 20.867 20.889 20.911 20.933 20.956 20.978 21.000 21.022 21.044 21.067 Archer Road Trailer Storage  0.3606 0.00000 90.67082 0,31820 0.3605 0.00000 90.67123 0,31822 0.3604 0.00000 90.67162 0,31824 0.3604 0.00000 90.67202 0.31826 0.3604 0.00000 90.67242 0.31828 0.3604 0.00000 90.67282 0.31830 0.3604 0.00000 90.67322 0.31832 0.3604 0.00000 90.67361 0.31834 0.3604 0.00000 90.67401 0.31836 0.3604 0.00000 90.67441 0,31838 0.3604 0.00000 90.67480 0.31840 0.3604 0.00000 90.67520 0.31842 0.3604 0.00000 90.67560 0.31844 0.3605 0,00000 90.67599 0.31846 0.3605 0.00000 90.67639 0.31848 0.3605 0.00000 90.67680 0.31850 0.3605 0.00000 90,67719 0.31852 0.3605 0.00000 90.67758 0.31854 0.3605 0.00000 90.67798 0.31856 0.3605 0.00000 90.67838 0.31858 0.3605 0.00000 90.67877 0.31860 0.3605 0.00000 90.67917 0.31862 0.3605 0.00000 90.67957 0.31864 0.3605 0.00000 90.67996 0.31866 0.3606 0.00000 90.68036 0.31868 0.3606 0.00000 90.68076 0.31870 0.3605 0.00000 90.68114 0.31872 0.3604 0.00000 90.68154 0,31874 0.3603 0.00000 90.68194 0.31876 0.3602 0.00000 90.68233 0.31878 0.3601 0.00000 90.68272 0.31880 0.3600 0.00000 90.68311 0.31882 0.3599 0.00000 90.68349 0.31884 0.3599 0.00000 90.68388 0.31886 0.3599 0.00000 90.68427 0.31888 0.3599 0.00000 90.68466 0.31890 0.3599 0.00000 90.68504 0.31892 0.3598 0.00000 90,68543 0.31894 0.3598 0.00000 90.68581 0.31896 0.3598 0.00000 90.68620 0.31898 0.3599 0.00000 90.68659 0.31900 0.3599 0.00000 90.68697 0.31902 0.3599 0.00000 90.68736 0.31904 0.3599 0.00000 90.68774 0.31906 0.3599 0.00000 90.68813 0.31908 0.3599 0.00000 90.68851 0.31910 0.3599 0.00000 90.68890 0.31912 0.3599 0.00000 90.68929 0.31914 0.3599 0.00000 90.68967 0.31916 0.3599 0.00000 90.69006 0.31918 0.3599 0.00000 90.69044 0.31920 0.3599 0.00000 90.69082 0.31921 0.3599 0.00000 90.69121 0.31923 0.3600 0.00000 90.69159 0.31925 0.3600 0.00000 90.69197 0.31927 0.3600 0.00000 90.69236 0.31929 0.3600 0.00000 90.69274 0.31931 0.3600 0.00000 90.69312 0.31933 0.3600 0.00000 90.69350 0.31935 0.3600 0.00000 90.69389 0.31937 0.3600 0.00000 90.69427 0.31939 0.3600 0.00000 90.69466 0.31941 0.3600 0.00000 90.69504 0.31943 0.3600 0.00000 90.69542 0.31945 0,3600 0.00000 90.69580 0.31947 0.3601 0.00000 90.69619 0.31949 0.3601 0.00000 90.69657 0.31951 0.3601 0.00000 90.69695 0.31953 0.3601 0.00000 90.69733 0.31955 0.3601 0.00000 90.69772 0.31956 0.3583 0.00000 90.69809 0.31958 0.3527 0.00000 90.69843 0.31960 0.3409 0.00000 90.69868 0.31961  0 34506.830 15410.6 0 34535.670 15436.1 0 34564.510 15461.6 0 34593.340 15487.0 0 34622.170 15512.5 0 34651.000 15537,9 0 34679.830 15563.4 0 34708.660 15588.9 0 34737.490 15614.3 0 34766.320 15639.8 0 34795,160 15665,3 0 34823.990 15690.8 0 34852.830 15716.2 0 34881.6 .660 15741.7 0 34910.500 15767.2 0 34939.340 15792.7 0 34968.180 15818.2 0 34997.020 15843.6 35025.860 15869,1 0 35054.700 15894.6 0 35083.540 15920.1 0 35112.380 15945.6 0 35141.220 15971.1 0 35170,070 15996.6 0 35198.910 16022.1 0 35227.750 16047.6 0 35256.600 16073.0 0 35285.430 16098.5 0 35314.270 16124.0 0 35343.090 16149.5 35371.900 16175.1 0 35400.700 16200.6 0 35429.500 16226.1 0 35458.300 16251.6 0 35487.090 16277.1 0 35515.880 16302.6 0 35544.660 16328.1 0 35573.450 16353.6 0 35602.240 16379.1 0 35631.030 16404.7 0 35659.8 820 16430.2 0 35688.610 16455.7 0 35717.390 16481.2 0 35746.180 16506.7 0 35774.970 16532.3 0 35803.760 16557.8 0 35832.550 16583.3 0 35861.350 16608.9 0 35890.140 16634.4 0 35918.930 16659.9 0 35947.730 16685.5 0 35976.520 16711.0 0 36005.320 16736.5 0 36034.110 16762.1 0 36062.910 16787,6 0 36091.710 16813.1 0 36120.500 16838.7 0 36149.300 16864.2 0 36178.100 16889.8 0 36206.900 16915.3 0 36235.700 16940.9 0 36264.500 16966.4 0 36293:300 16992.0 0 36322.110 17017.5 0 36350.910 17043.1 0 36379.720 17068.7 0 36408.520 17094.2 0 36437.330 17119.8 0 36466.130 17145.3 0 36494.940 17170.9 0 36523.680 17196.5 0 36552.120 17222.0 36579.860 17247.6  0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP U/P 0 U/P 0 UIP 0 U/P 0 UIP 0 U/P 0 UP 0 U/P 0 U/P 0 UP 0 UP 0 UIP 0 UIP 0 U/P 0 U/P 0 U/P 0 UIP 0 UP 0 U/P 0 UP 0 U/P 0 U/P U/P 0 U/P 0 UIP 0 UP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 UP 0 U/P 0 U/P 0 U/P UP 0 UIP 0 U/P 0 UIP 0 UIP 0 UIP 0 U/P . UIP 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P U/P 06-05-2024 12:06:58 Page 33    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright: 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 10 : POST-24hr-700) yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (t/day) (ft datum) ("'s) Rate (A/s) Volume (A) Volume (#) Discharge (A) Type  Rate Discharge Infiow Infiltration Cumulative Flow  (hours) (P/s) 21,089 21.111 21,133 21,156 21.178 21.200 21.222 21,244 21,267 21.289 21,311 21.333 21,356 21.378 21.400 21.422 21.444 21,467 21.489 21.511 21.533 21.556 21.578 21,600 21.622 21.644 21.667 21.689 21.711 21.733 21.756 21.778 21.800 21.822 21.844 21.867 21.889 21.911 21.933 21.956 21.978 22.000 22.022 22.044 22.067 22.089 22.111 22.133 22.156 22.178 22.200 22.222 22.244 22.267 22.289 22:311 22.333 22.356 22.378 22.400 22.422 22.444 22.467 22.489 22.511 22.533 22.556 22.578 22.600 22.622 22.644 22.667 22.689 Archer Road Trailer Storage  0,3241 0.00000 90,69881 0.31961 0.3061 0.00000 90.69876 0.31960 0.2894 0.00000 90.69855 0.31959 0.2754 0.00000 90.69820 0.31957 0.2653 0.00000 90,69774 0,31954 0.2583 0.00000 90,69720 0.31951 0.2532 0.00000 90,69659 0,31948 0.2495 0.00000 90.69595 0.31945 0.2469 0.00000 90.69528 0.31941 0.2450 0.00000 90.69460 0.31938 0.2436 0.00000 90.69389 0.31934 0.2426 0.00000 90.69317 0.31931 0.2419 0.00000 90,69244 0,31927 0.2414 0.00000 90.69170 0.31923 0.2410 0.00000 90,69097 0.31919 0.2407 0.00000 90.6 .69023 0.31916 0.2405 0.00000 90.68949 0.31912 0.2404 0.00000 90.6 .68875 0.31908 0.2403 0.00000 90.68800 0.31904 0.2402 0.00000 90,68726 0.31901 0.2402 0.00000 90,68652 0.31897 0.2402 0.00000 90.68578 0.31893 0.2402 0.00000 90.68503 0.31889 0.2402 0.00000 90.68429 0.31885 0.2402 0.00000 90.68355 0.31882 0.2402 0.00000 90.68280 0.31878 0.2402 0.00000 90.68206 0.31874 0.2402 0.00000 90.68132 0.31870 0.2402 0.00000 90.68058 0.31867 0.2402 0.00000 90.67984 0.31863 0.2402 0.00000 90.67909 0.31859 0.2402 0.00000 90.67835 0.31855 0.2402 0.00000 90.67761 0.31851 0.2402 0.00000 90.67687 0.31848 0,2402 0.00000 90.67613 0.31844 0.2402 0.00000 90.67539 0.31840 0.2402 0.00000 90.67466 0.31836 0.2402 0.00000 90.67392 0.31833 0.2402 0.00000 90.67318 0.31829 0.2402 0.00000 90.67244 0.31825 0.2402 0.00000 90.67170 0.31821 0.2402 0.00000 90.67097 0,31818 0.2385 0.00000 90.67022 0.31814 0.2331 0.00000 90.66944 0.31810 0.2214 0.00000 90,66858 0.31805 0.2049 0.00000 90.66759 0.31799 0.1870 0.00000 90.66644 0.31793 0.1702 0.00000 90.66512 0.31786 0:1561 0.00000 90.66365 0.31778 0.1459 0.00000 90,66207 0.31770 0.1388 0.00000 90.66041 0.31762 0:1337 0.00000 90.65869 0.31753 0.1299 0.00000 90.65693 0.31744 0.1273 0.00000 90.65514 0.31735 0.1253 0.00000 90.65333 0.31725 0.1239 0.00000 90.65150 0.31716 0.1229 0.00000 90.64967 0.31707 0.1222 0.00000 90.64781 0.20083 0.1217 0.00000 90.64817 0.07399 0.1213 0.00000 90.64872 0.06481 0.1210 0.00000 90.64925 0.06778 0.1208 0.00000 90.64973 0.07086 0.1207 0.00000 90.65019 0.07406 0.1205 0.00000 90.65062 0.07737 0.1205 0.00000 90.65101 0.08080 0.1204 0.00000 90.65137 0.08436 0.1204 0.00000 90.65170 0.08804 0.1204 0.00000 90.65199 0.09184 0.1204 0.00000 90.65224 0.09577 0.1204 0.00000 90.65245 0.09982 0.1204 0.00000 90.65263 0.10400 0.1204 0.00000 90.65276 0.10830 0.1204 0.00000 90.65286 0.11273  0: 36606.460 17273,2 0 36631.670 17298.7 0: 36655.490 17324.3 0 36678.080 17349,9 0 36699.710 17375.4 0 36720.650 17401.0 0 36741.110 17426.6 0 36761,220 17452.1 0 36781,080 17477.7 0 36800.750 17503.2 0 36820.290 17528.8 0 36839.740 17554.3 0 36859.120 17579.9 0 36878.450 17605.4 0 36897. 740 17630.9 0 36917.010 17656.5 0 36936.260 17682.0 0 36955. 500 17707.5 0 36974.720 17733.1 0 36993.940 17758.6 0 37013.150 17784.1 0. 37032.370 17809.6 0 37051.580 17835.1 0 37070.790 17860.6 0 37090.010 17886.2 0 37109.220 17911.7 0 37128.440 17937.2 0 37147.650 17962.7 0 37166.870 17988.1 0 37186.080 18013.6 0 37205.300 18039.1 0 37224.510 18064.6 0 37243.730 18090.1 0 37262.950 18115.6 0 37282.160 18141.1 0 37301.380 18166.5 0 37320.600 18192.0 0 37339.820 18217.5 0 37359.030 18242.9 0 37378.250 18268.4 0 37397.470 18293.9 0 37416.690 18319.3 0 37435.840 18344.8 0 37454.700 18370.2 0 37472.880 18395.7 0 37489.940 18421.1 0 37505.610 18446.5 0 37519.900 18472.0 0 37532.960 18497.4 0 37545.040 18522.8 0 37556.430 18548.2 0 37567.330 18573.6 0 37577.880 18599.0 0 37588.170 18624.4 0 37598.270 18649.8 0 37608.240 18675.2 0 37618.110 18700.5 0 37627.920 18725.9 0 37637.670 18732.7 0 37647.390 18737.8 0 37657.080 18743.1 0 37666.760 18748.6 0 37676.410 18754.4 0 37686.060 18760.4 0 37695.700 18766.8 0 37705.340 18773.4 0 37714.970 18780.3 0 37724.610 18787.5 0 37734.250 18795.0 0 37743.880 18802.8 37753.520 18810.9 37763.150 18819.4 37772.790 18828.3  0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 U/P 0 UP 0 UIP 0 UP 0 U/P 0 UIP 0 U/P 0 U/P 0 U/P 0 U/P 0 UIP 0 UIP 0 U/P 0 U/P 0 UIP 0 U/P o UIP 0 U/P 0 UIP 0 U/P 0 U/P 0 UIP 0 UIP 0 UP 0 U/P 0 U/P 0 UP 0 UIP 0 UP 0 UIP 0 UP 0 UIP 0 U/P U/P 0 UP 0 U/P 0 U/P U/P 0 U/P 0 U/P 0 UIP 0 UIP 0 UIP 0 U/P 0 U/P 0 U/S 0 S 0 S 0 0 0 0 0 0 0 S 0 S 0 S 06-05-2024 12:06:58 Page 34    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont.d.) : Scenario 10 : POST-24hr- - 100yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation  Stage Infiltration Instantaneous Cumulative Cumulative Combined (day) (Rdatum) (/s) Rate (#/s) Volume (R*) Volume (#) Discharge (A") Type  Rate Discharge Inflow Infiltration Cumulative Flow  (hours) 22.711 22.733 22.756 22.778 22,800 22.822 22.844 22.867 22.889 22.911 22.933 22.956 22.978 23.000 23.022 23.044 23.067 23.089 23.111 23.133 23.156 23,178 23.200 23.222 23.244 23.267 23.289 23.311 23.333 23.356 23.378 23.400 23,422 23.444 23.467 23,489 23.511 23.533 23.556 23.578 23.600 23.622 23.644 23.667 23.689 23.711 23.733 23.756 23.778 23.800 23.822 23.844 23.867 23.889 23.911 23.933 23.956 23.978 24.000 24.022 24.044 24.067 24.089 24.111 24.133 24.156 24.178 24.200 24.222 24.244 24.267 24.289 24.311 Archer Road Trailer Storage  (R/s)  0.1204 0.00000 90.65292 0.11728 0.1204 0.00000 90,65292 0.12196 0.1204 0.00000 90,65289 0.12675 0.1204 0.00000 90.65280 0.13166 0.1204 0,00000 90.65267 0.13669 0.1204 0,00000 90,65250 0.14184 0.1204 0.00000 90.65227 0.14708 0.1204 0.00000 90.65199 0.15243 0.1204 0.00000 90.65166 0.15788 0.1204 0.00000 90.65128 0.16342 0.1204 0.00000 90.65084 0.16904 0.1205 0.00000 90.65035 0.17473 0.1205 0.00000 90.64981 0.18050 0.1205 0.00000 90,64922 0.18631 0.1204 0.00000 90.64856 0.19218 0.1204 0.00000 90.64785 0.19808 0.1204 0.00000 90,64709 0.20400 0.1204 0.00000 90.64626 0.20994 0.1203 0.00000 90.64539 0.21587 0.1203 0.00000 90.64445 0.22178 0.1203 0.00000 90.64346 0.22767 0.1202 0.00000 90.64241 0.23351 0.1202 0.00000 90.64130 0.23929 0.1202 0.00000 90.64014 0.24499 0.1202 0.00000 90.63893 0.25059 0.1202 0.00000 90.63766 0,25609 0.1202 0.00000 90.63634 0,26146 0.1202 0.00000 90.63497 0.26669 0.1202 0.00000 90.63355 0.27175 0.1202 0.00000 90.63209 0,27664 0.1202 0.00000 90.63058 0.28133 0.1202 0.00000 90.62902 0.28582 0.1202 0.00000 90.62742 0.29008 0.1202 0.00000 90.62578 0.29411 0.1202 0.00000 90.62411 0.29788 0.1202 0.00000 90.62239 0.30139 0.1202 0.00000 90.62065 0.30462 0.1202 0.00000 90.61887 0.30757 0.1202 0.00000 90.61707 0.31023 0.1202 0.00000 90.61525 0.31258 0.1202 0.00000 90.61340 0.31463 0.1202 0.00000 90.61153 0.31636 0.1202 0.00000 90.60965 0.31777 0.1202 0.00000 90.60776 0.31887 0.1202 0.00000 90.60585 0.31965 0.1202 0.00000 90.60394 0.32011 0.1202 0.00000 90.60203 0.32026 0.1202 0.00000 90.60011 0.32009 0.1202 0.00000 90.59821 0.31963 0.1202 0.00000 90.59630 0.31887 0.1202 0.00000 90.59440 0.31783 0.1202 0.00000 90.59251 0.31650 0.1202 0.00000 90.59064 0.31492 0.1202 0.00000 90.58878 0.31308 0.1202 0.00000 90.58694 0.31100 0.1202 0.00000 90.58512 0.30869 0.1202 0.00000 90.58332 0.30617 0.1202 0.00000 90.58155 0.30346 0.1202 0.00000 90.57980 0.30057 0.1184 0.00000 90.57808 0.29751 0.1128 0.00000 90.57635 0.29431 0.1009 0.00000 90.57456 0.29096 0.0842 0.00000 90.57267 0.28749 0.0661 0.00000 90.57064 0.28391 0.0494 0.00000 90.56849 0.28023 0.0353 0.00000 90.56622 0.27648 0.0252 0.00000 90.56387 0.27267 0.0182 0.00000 90.56146 0.26882 0.0132 0.00000 90.55904 0-26495 0.0094 0.00000 90.55662 0.26106 0.0068 0.00000 90.55420 0.25718 0.0048 0.00000 90.55180 0.25331 0.0035 0.00000 90.54941 0.24948  0 37782.420 18837,5 0 37792,050 18847.0 0 37801.690 18857.0 0 37811,320 18867.3 0 37820.960 18878.0 0 37830.600 18889.2 0 37840.230 18900.7 0 37849.870 18912.7 0 37859.500 18925.1 0 37869.140 18938.0 0 37878.780 18951.3 0 37888.410 18965.0 0 37898.050 18979.2 0 37907.680 18993.9 0 37917.320 19009.0 0 37926,960 19024,6 0 37936.590 19040.7 37946.220 19057.3 0 37955.850 19074.3 0 37965.470 19091.8 0 37975.090 19109.8 0 37984.710 19128.3 0 37994.330 19147.2 0 38003.950 19166.5 0 38013.560 19186.4 0 38023.180 19206.6 0 38032.790 19227.3 0 38042.410 19248.5 0 38052.020 19270.0 0 38061,640 19291.9 0 38071.250 19314.3 0 38080.870 19337.0 0 38090.480 19360.0 0 38100.100 19383.4 0 38109.710 19407.1 0 38119.320 19431.0 0 38128.940 19455.3 0 38138.550 19479.8 0 38148.170 19504.5 0 38157.790 19529.4 0 38167.400 19554.5 38177.020 19579.7 0 38186.630 19605.1 0 38196.250 19630.6 0 38205.860 19656.1 0 38215.480 19681.7 0 38225.090 19707.4 0 38234.710 19733.0 0 38244.320 19758.6 0 38253.940 19784.1 0 38263.550 19809.6 0 38273.170 19835.0 0 38282.790 19860.2 0 38292.4 400 19885.4 0 38302.020 19910.3 0 38311.630 19935.1 0 38321.250 19959.7 0 38330.860 19984.1 0 38340.480 20008.3 0 38350.020 20032.2 0 38359.270 20055.9 0 38367.820 20079.3 0 38375.220 20102.4 0 38381.240 20125.3 0 38385.860 20147.8 0 38389.250 20170.1 0 38391,670 20192.1 0 38393.400 20213.7 0 38394.660 20235.1 0 38395.560 20256.1 38396.210 20276.9 38396.670 20297.3 38397.000 20317.4  0 S 0 S 0 S 0 S 0 S 0 S 0 0 S 0 0  0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U  06-05-2024 12:06:58 Page 35    PONDS Version 3.3.0315 Retention Pond Recovery: - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results (cont,d.) : Scenario 10 : POST-24hr-1 100 yr  Combined  Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation (hours) 24,333 24.356 24.378 24.400 24.422 24.444 24.467 24.489 24.511 24.533 24.556 24.578 26.978 29.378 31.778 34.178 36.578 38,978 41.378 43.778 46.178 48.578 54.578 60.578 66.578 72.578 78,578 84.578 90.578 96.578 102.578 108.578 114.578 120.578 126.578 132.578 138.578 144.578 150.578 156,578 162.578 168.578 174.578 180.578 186.578 192,578 198.578 204.578 210.578 216.578 222.578 228.578 234.578 240.578 246.578 252.578 258.578 264.578 270.578 276.578 282.578 288.578 294.578 300.578 306.578 312.578 318.578 324.578 330.578 336.578 342.578 348,578 354.578 Archer Road Trailer Storage  Stage Infitration instantaneous Cumulative Cumulative Combined (R/day) (ftdatum) (A/s) Rate (RP/s) Volume (R) Volume (#) Discharge (#) Type  Rate Discharge Inflow Infitration Cumulative Flow  (/s)  0,0025 0.00000 90.54705 0,24568 0,0017 0.00000 90,54472 0,24193 0.0012 0.00000 90.54241 0.23825 0.0008 0.00000 90.54014 0.23463 0,0006 0.00000 90.53790 0.23108 0.0004 0.00000 90.53568 0.22762 0.0002 0.00000 90.53350 0,22425 0.0001 0.00000 90.53135 0.22097 0.0000 0.00000 90.52922 0.21779 0.0000 0.00000 90.52713 0.21471 0.0000 0.00000 90.52506 0.21173 0.0000 0.00000 90.52303 0.20972 0.0000 0.00000 90.36284 0.13324 0.0000 0.00000 90.23746 0.10444 0.0000 0,00000 90.13393 0.08641 0.0000 0.00000 90.04452 0.07449 0.0000 0.00000 89.96489 0.06605 0.0000 0.00000 89.89246 0.05970 0.0000 0.00000 89.82561 0.05471 0.0000 0.00000 89.76322 0.05067 0.0000 0.00000 89.70454 0.04729 0.0000 0.00000 89,64899 0.04416 0.0000 0.00000 89.52499 0.03807 0.0000 0.00000 89.41161 0.03426 0.0000 0.00000 89.30669 0.03120 0.0000 0.00000 89.20874 0.02868 0.0000 0.00000 89.11660 0.02656 0.0000 0.00000 89.02943 0.02474 0.0000 0.00000 88.94656 0.02317 0.0000 0.00000 88.86745 0.02179 0.0000 0.00000 88.79168 0.02056 0.0000 0.00000 88.71889 0.01947 0.0000 0.00000 88.64882 0.01849 0.0000 0.00000 88.58123 0.01760 0.0000 0.00000 88.51589 0,01679 0.0000 0.00000 88.45261 0.01606 0.0000 0.00000 88.39123 0.01538 0.0000 0.00000 88,33159 0.01475 0.0000 0.00000 88.27357 0.01417 0.0000 0.00000 88.21707 0,01363 0.0000 0.00000 88.16198 0.01313 0.0000 0.00000 88.10821 0.01266 0.0000 0.00000 88.05569 0.01222 0.0000 0.00000 88.00433 0.01181 0.0000 0.00000 87.95407 0.01142 0,0000 0.00000 87.90487 0.01105 0.0000 0.00000 87.85665 0.01070 0.0000 0.00000 87.80938 0.01037 0.0000 0.00000 87.76300 0.00652 0.0000 0.00000 87.66278 0.00142 0.0000 0.00000 87.55056 0.00000 0.0000 0.00000 87.44816 0.00000 0.0000 0.00000 87.35310 0.00000 0.0000 0.00000 87.26403 0.00000 0.0000 0.00000 87.18002 0.00000 0.0000 0.00000 87.10043 0.00000 0.0000 0.00000 87.02472 0.00000 0.0000 0.00000 86.95250 0.00000 0.0000 0.00000 86.88343 0.00000 0.0000 0.00000 86.81724 0.00000 0.0000 0.00000 86.75368 0.00000 0.0000 0.00000 86,69254 0.00000 0.0000 0.00000 86.63365 0.00000 0.0000 0.00000 86,57685 0.00000 0.0000 0.00000 86,52199 0.00000 0.0000 0.00000 86.46896 0.00000 0.0000 0.00000 86.41763 0.00000 0.0000 0.00000 86.36790 0.00000 0.0000 0.00000 86.31968 0.00000 0.0000 0.00000 86.27289 0.00000 0.0000 0.00000 86.22745 0.00000 0.0000 0.00000 86.18329 0.00000 0.0000 0.00000 86.14034 0.00000  0 38397.240 20337.2 0 38397.410 20356.7 0 38397.530 20375.9 0 38397.610 20394.8 0 38397.670 20413.5 0 38397.710 20431.8 0 38397.730 20449.9 0 38397.740 20467.7 0 38397.750 20485.2 0 38397.750 20502.5 0 38397.750 20519,6 0 38397.750 20536.4 0 38397.750 21841.4 0 38397.750 22838.7 0 38397.750 23646.2 0 38397.750 24331.8 0 38397.750 24933.4 0 38397.750 25473.2 0 38397.750 25965.1 0 38397.750 26418.6 0 38397.750 26840,6 0 38397.750 27235.9 0 38397.750 28104.0 0 38397.750 28880,4 0 38397.750 29584.1 0 38397.750 30228,4 0 38397.750 30823.1 0 38397.750 31375.6 0 38397.750 31891.9 0 38397.750 32376.5 0 38397.750 32833.1 0 38397.750 33264.8 0 38397.750 33674.2 0 38397.750 34063.5 0 38397.750 34434.5 0 38397.750 34789.0 0 38397.750 35128.1 0 38397.750 35453.3 0 38397.750 35765.4 0 38397.750 36065.5 0 38397.750 36354.3 0 38397.750 36632.7 0 38397.750 36901.3 0 38397.750 37160.6 0 38397.750 37411.3 0 38397.750 37653.8 0 38397.750 37888.5 0 38397.750 38115.9 0 38397.750 38336.4 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8 0 38397.750 38397.8  0 S 0 S 0 S 0 S 0 S 0 S 0 0 0 0 0 0 0 0 S 0 S 0 S 0 S RECOVERY HALF 0 0 0  0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 0 S 0 S 0 0 S 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0  RECOVERYI  06-05-2024 12:06:58 Page 36    Attachment G  WQTV PONDs Model    PONDS Version 3.3.0315 Retention Pond Recovery: - Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Project Data  Project Name: Simulation Description: Project Number: Engineer : Date: Aquifer Data  Archer Road Trailer Storage  AVC 06-05-2024  Supervising Engineer: CSV  Base Of Aquifer Elevation, [B] (ft datum): Water Table Elevation, [WTI (t datum): Horizontal Saturated Hydraulic Conductivity, [Kh] (ft/day): Fillable Porosity, In]( (%): Unsaturated Vertical Infiltration Rate, [Mvj (ft/day): Maximum. Area For Unsaturated Infiltration, [Av] (I):  80.00 80.50 2.00 20.00 3.25 10947.9  Geometry Data  Equivalent Pond Length, [LI(#): Equivalent Pond Width, [WI(#):  211.4 34.9  Ground water mound is expected toi intersect the pond bottom  Stage VS Area Data  Stage (ft datum) 87.75 88.75 89.75 90.75 91.75  Area (R2) 4710.0 5923.4 7210.6 8561.8 10947.9  Discharge Structures  Discharge Structure #1 is inactive Discharge Structure #2 is inactive Discharge Structure #3 is inactive  Archer Road" Trailer Storage  06-05-2024 12:06:38 Page1    PONDS Version 3.3.0315 Retention Pond Recovery: Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Scenario Input Data  Scenario 11 : WQTV  Hydrograph Type: Slug Load Modflow Routing: Routed with infiltration Treatment Volume (#) Initial ground water level (ft datum) 80.50 (default) Time After Storm Event (days) 0.100 0.200 0.300 0.400 0.500 0.600 0.700 0.800 0.900 1.000 1.250 1.500 1.750  5316.69  Time After Storm Event (days) 2.000 2.250 2.500 2.750 3.000 3.250 3.500 3.750 4.000 4.250 4.500 4.750 5.000  Time After Storm Event (days) 5.250 5.500 5.750 6.000 6.250 6.500 6.750 7.000 7.250 7.500 7.750 8.000 8.250  Time After Storm Event (days) 8.500 8.750 9.000 9.250 9.500 9.750 10.000 10.250 10.500 10.750 11.000 11.250 11.500  Time After Storm Event (days) 11.750 12.000 12.250 12.500 12.750 13.000 13.250 13.500 13.750 14.000  Archer Road Trailer Storage  06-05-2024 12:06:40 Page2 2    PONDS Version 3.3.0315 Retention Pond Recovery- Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Detailed Results : Scenario 11 : WQTV Elapsed Instantaneous Outside Time Inflow Rate Recharge Elevation 0.000 886,1150 0.00000 80.50000 0,00000 0.002 886.1150 0.00000 88.74977 0.22281 0.0000 0.00000 88.42453 0,20826 0.0000 0.00000 88.09905 0.19340 00000 000000 87.77351 009299  Combined  Stage Infitration Instantaneous Cumulative Cumulative Combined (day) (Rdatum) (R/s) Rate (/s). Volume () Volume (#) Discharge (R) Type  Rate Discharge Inflow Infitration Cumulative Flow  (hours) 2,400 4.800 7:200 9.600 12.000 14,400 16.800 19,200 21.600 24,000 30.000 36.000 42.000 48.000 54.000 60.000 66.000 72.000 78,000 84.000 90.000 96.000 102.000 108.000 114.000 120.000 126.000 132.000 138.000 144.000 150.000 156.000 162.000 168.000 174.000 180.000 186.000 192.000 198.000 204.000 210.000 216.000 222.000 228.000 234.000 240.000 246.000 252.000 258.000 264.000 270.000 276.000 282.000 288,000 294.000 300.000 306.000 312.000 318.000 324.000 330.000 336.000  (P/s)  0 0.000 0 5316.690 0 5316.690 0 5316.690 0 5316690 5316.690 5316.690 5316,690 5316,690 5316.690 5316.690 5316.690 5316,690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316,690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690 5316.690  0.0 1,3 1863,6 3598.7 52056 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316,7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7 5316.7  0 N.A. 0 U/P 0 U/P 0 U/P dry 0 dry 0 dry 0 dry 0 dry 0 dry 0 dry 0 dry 0 dry 0 dry 0 dry 0 dry 0 dry dry dry dry 0 dry E 0 dry dry d dry E dry dry dry a dry d dry dry dry dry dry dry dry dry dry dry dry d dry dry d dry dry dry dry dry dry  uP TOTAL RECOVERY  0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0,00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0,0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000 0.0000 0.00000  Archer Road Trailer Storage  06-05-2024 12:06:40 Page 3    PONDS Version 3.3.0315 Retention Pond Recovery Refined Method Copyright 2012 Devo Seereeram, Ph.D., P.E.  Summary of Results : Scenario 11 : WQTV  Time (hours) 0.000 0.002 0.002 None 0.002 None 336.000 0.002 None 7.200 None 336.000 None None None None 336.000 disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled disabled 36.000 72.000  Stage (ftdatum) 80.50 88.75  Rate (A/s)  Volume (#)  Stage Minimum Maximum Inflow  Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Infiltration Rate Maximum Positive Rate- Maximum- Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Combined Discharge Rate Maximum Positive Rate - Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 1 inactive Rate Maximum- Positive Rate Maximum- Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure: 2 inactive Rate - Maximum Positive Rate - Maximum- Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Discharge Structure 3 inactive Rate Maximum Positive Rate Maximum Negative Cumulative Volume Maximum Positive Cumulative Volume Maximum Negative Cumulative Volume End of Simulation Pollution Abatement: 36 Hour Stage and Infiltration Volume 72 Hour Stage and Infiltration Volume  886.1150 None  5316.7 None 5316.7 5205.6 None 5316.7 None None 0.0 disabled disabled disabled disabled disabled disabled disabled disabled disabled 5316.7 5316.7  0.2228 None  None None  disabled disabled  disabled disabled  disabled disabled  Dry Dry  Archer Road Trailer Storage  06-05-2024 12:06:40 Page4 4    Attachment H  Time of Concentration Calculations    Time of Concentration Worksheet  Archer Road Storage Input Variables Overall Flow Length (ft) Initial Elevation Final Elevation Sheet Flow L= Flow Length (ft)  Pre Development DA1  266.3 94.24 91.73  100.0 n= 0.160 0.017 4.8  n= Mannings Roughness Coefficient S= slope of hydraulic grade line (fl/ft) P2=2 2 year, 24 hour rainfall (in.)  Undeveloped Mixed Land  T=  0.007(nL)0.s Tc= (P,)5,*4  0.15 hr 8.97 min  Tc= 166.3 Unpaved 0.0 Paved 1.12 NA 0.005  Shallow Concentrated Flow Unpaved Velocity (ft/s) Paved Velocity (ft/s)  L=Length of Shallow Concentrated Flow (Ft)  S= Slope of Hydraulic Grade Line (/Ft)  Tunpaved- L Tpaved =  Tc= Tc=  2.48 min Omin  16.1345xs05 L 20.3282 xs s0.5  Total Time of Concentration  11.44 min    Attachment I  BMP Trains Model Report    BMP Trains Complete Report Archer Road Storage Site and Catchment Information Analysis: Specified Removal Efficiency  Post Development DA 1  Catchment Name Rainfall Zone Annual Mean Rainfall Pre-Condition Landuse Landuse Area (acres) Rational Coefficient (0-1) Non DCIA Curve Number DCIA Percent (0-100) Nitrogen EMC (mg/I) Phosphorus EMC (mg/I) Runoff Volume (ac-ft/yr) Groundwater N (kg/yr) Groundwater P (kg/yr) Nitrogen Loading (kg/yr) Phosphorus Loading (kg/yr)  Archer Storage Florida Zone 2 54.15  Low-Intensity Commercial: TN=1.,13TP-0.188  1.10 0.09 47.7 9.60 1.13 0.188 0.444 0 0 0.619 0.103  Post-Condition Landuse Information  Landuse Area (acres) Rational Coefficient (0-1) Non DCIA Curve Number DCIA Percent (0-100) Wet Pond Area (ac) Nitrogen EMC (mg/l) Phosphorus EMC (mg/l) Runoff Volume (ac-ft/yr) Groundwater N (kg/yr) Groundwater P (kg/yr) Nitrogen Loading (kg/yr) Phosphorus Loading (kg/yr) Retention Design Retention Depth (in) Retention Volume (ac-ft)  Low-Intensity Commercial: TN=1.13TP-0.188  1.1 0.43 82.3 43.34 0 1.13 0.188 2.116 0 0 2.948 0.49 12 1.1    Watershed Characteristics Catchment Area (acres) Contributing Area (acres) Non-DCIA Curve Number DCIA Percent Rainfall Zone Rainfall (in)  1.1 1.1 82.3 43.34 Florida Zone 2 54.15  Surface Water Discharge  Required TN Treatment Efficiency (%) 80 Provided TN Treatment Efficiency (%) 98 Required TP Treatment Efficiency (%) 80 Provided TP Treatment Efficiency (%) 98  Media Mix Information Type of Media Mix Media N Reduction (%) Media P Reduction (%) Groundwater Discharge (Stand-Alone) Treatment Rate (MG/yr) TN Mass Load (kg/yr) TN Concentration (mg/L) TP Mass Load (kg/yr) TP Concentration (mg/L)  Not Specified  0 2.899 0 0.482 0  Load Diagram for Retention (stand-alone)  Load N:2.95 kg/yr P:0.491 kg/yr  Treatment N:98% P:98%  Surface Discharge N: 0.05 kg/yr P:0.01 kg/yr Mass Reduction N: 2.90 kg/yr P: 0.48 kg/yr    Load Diagram for Retention (As Used In Routing)  Load P:0.491 kg/yr Q:2.12ac-ft  Mass Discharged N: 0.05 kg/yr P:0.01 kg/yr : 0.04 ac-ft  Treatment N:98.3% P:98.3%  Upstream Nodes N:2.95 kg/yr  None  Mass Removed N: 2.90 kg/yr P:0.481 kg/yr  Summary Treatment Report Version: 4.3.5  Total nitrogen target removal met? Yes Total phosphorus target removal met? Yes  Nitrogen  Surface Water Discharge Total N pre load Total N post load Target N load reduction Target N discharge load Percent N load reduction Provided N discharge load Provided N load removed Phosphorus Surface Water Discharge Total P pre load Total P post load Target P load reduction Target P discharge load Percent P load reduction Provided P discharge load Provided P load removed  .62 kg/yr 2.95 kg/yr 80% .59 kg/yr 98% 0.11 Iblyr 6.39 Iblyr  .103 kg/yr .49 kg/yr 80% .098 kg/yr 98% .008 kg/yr .482 kg/yr  0.020 Iblyr 1.063 Iblyr    eda  consultantsinc.  DRAINAGE DESIGN NOTES  Prepared for Archer Road Storage  This item has been digitally signed and sealed by Claudia Vega, PE on the date Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Professional Engineer of Record:  adjacent to the seal.  Digitally signed by Claudia Vega, P.E. Date: 2024.07.18 12:09:37-0400  Claudia Vega, PE Cert. No. 51532    5   - E  €  4 12197  &    O S  )  - 0    Sheet 1 of 2 No one sheet is intended to stand alone as a complete boundary survey  TOPOGRAPHIC SURVEY CERTIFIED TO: Kvetoslav Cechak (Jerry), UNIVERSE TRANSPORTATION, LLC LEGAL DESCRIPTION: PARTICULARLY DESCRIBED AS FOLLOWS;  TOPOGRAPHIC SURVEY SECTION 9, TOWNSHIP 11 SOUTH, RANGE 18 EAST ALACHUA COUNTY, FLORIDA  IN  TRACT OF LAND LYING IN SECTION 9, TOWNSHIP 11 SOUTH, RANGE 18 EAST, ALACHUA COUNTY, FLORIDA, BEING MORE COMMENCING AT THE SOUTHWEST CORNER OF THE SE 14 OF SECTION 9, AND THENCE RUN N8956'04E ALONG THE SOUTH LINE OF SAID SECTON 9. A DISTANCE OF 33.95 FEET TO A CONCRETE RIGHT-OF-WAY. (R/W) MONUMENT ON THE NORTHERLY R/W. UNE OF AN OLD ABANDONED RAILROAD. THENCE RUN N4917'26E ALONG SAID NORTHERLY R/WI UINE. A_DISTANCE OF 1104.09 FEET TO AN IRON PIN AT THE SOUTHWESTERLY: CORNER OF LANDS AS DESÇRIBED IN OFFICIAL RECORDS BOOK (O.R.B.) 2388. PAGE 653 OF THE PUBLIC RECORDS OF ALACHUA COUNTY AND THE POINT OF BEGINNING. THENCE RUN N4919'01E ALONG SAID NORTHERLY R/W UNE, A DISTANCE OF 181.31 FEET: THENCE RUN N340931"w, A DISTANCE OF 226.59 FEET TO THE SOUTHERLY END OF A60-FOOT! R/W: THENCE RUN 555'50'29"w ALONG THE SOUTHERLY UNE oF SAID R/W. A DISTANCE OF 30.00 FEET TO THE SOUTHWESTERLY CORNER OF SAID R/W THENCE RUN N3409'31W ALONG THE WESTERLY SIDE OF SAID R/W, A DISTANCE OF 17.24 FEET: THENCE RUN $55:50'29W.A DISTANCE OF 138.04 FEET o THE WESTERLY LINE OF SAID LANDS AS DESCRIBED IN O.R.B 2388, PAGE 653: THENCE RUN. $31:32'28E ALONG SAID WESTERLY LINE. A DISTANCE OF 264.71 FEET TO THE POINT OF BEGINNING. TOGETHER WITH ANE EASEMENT FOR INGRESS, EGRESS, AND PUBLIC UTUTIES OVER AND ACROSS THE FOLLOWING A_TRACT OF LAND LYING IN SECTION 9, TOWNSHIP 11 SOUTH, RANGE 18 EAST, ALACHUA COUNTY, FLORIDA, BEING MORE COMMENCING AT THE SOUTHWEST CORNER OF THE SE 1/40F SECTION 9, AND THENCE RUN N8956'04"E ALONG THE SOUTH LINE OF SAID SECTION 8. A DISTANCE OF 33.95 FEET TO A CONCRETE RIGHT-OF-WAY: (R/W) MONUMENT ON THE NORTHERLY R/W UNE OF AN. OLD ABANDONED RAILROAD: THENCE RUN N4917'26E ALONG SAID NORTHERLY R/W LINE, A DISTANCE OF 1104.09 FEET TO AN IRON PIN AT THE SOUTHWESTERLY CORNER OF LANDS AS DESCRIBED IN OFFICIAL RECORDS BOOK (O.R.B.) 2388, PAGE 653 OF THE PUBLIC RECORDS OF ALACHUA COUNTY, FLORIDA: THENCE RUN N31:32'28'w ALONG THE WESTERLY UNE OF SAID LANDS AS DESCRIBED IN O.R.B. 2388, PAGE 653. A DISTANCE OF 553.10 FEET TO THE SOUTHERLY R/W LINE OF STATE ROAD NO 24 AND THE NORTHWEST CORNER OF SAID LANDS AS DESCRIBED IN O.R.B. 2388. PAGE 653: THENCE RUN N55'50'29"E ALONG THE SOUTHERLY LINE OF SAID R/W. A DISTANCE OF 176.28 FEET TO THE POINT OF BEGINNING; THENCE RUN $3409'31E. A DISTANCE OF 66.87 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY. HAVNG A RADIUS OF 12.00 FEET. A CENTRAL ANGLE OF 5959'18" AND A CHORD BEARING AND DISTANCE OF $04'59'02"E. 12.00 FEET: THENCE RUN SOUTHERLY ALONG SAID CURVE. AN ARC DISTANCE OF 12.56 FEET TO THE END OF SAID CURVE; THENCE RUN $2549'47'W, A DISTANCE OF 11.50 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 72.00 FEET, A CENTRAL ANGLE OF 59'59'18" AND A CHORD EARING AND DISTANCE $0459'02"E. 71.99 FEET: THENCE RUN SOUTHERLY ALONG SAID CURVE. AN ARC DISTANCE OF 75.38 FEET TO THE END OF SAID CURVE: THENCE RUN $34'09'3 31"E. A DISTANCE OF 159.97 FEET: THENCE RUN N55'50'29"E. A DISTANCE OF 60.00 FEET THENCE RUN N34/09'3 31W, A DISTANCE OF 159.97 FEET TO THE BEGINNING OF A CURVE CONCAVE EASTERLY. HAVNG A RADIUS OF 12.00 FEET, A CENTRAL ANGLE OF 5959'18". AND A CHORD BEARING AND DISTANCE OF NO459'02"w. 12.00 FEET: THENCE RUN NORTHERLY ALONG SAID CURVE, AN ARC DISTANCE OF 12.56 FEET TO THE END OF SAID CURVE: THENCE RUN N2549'47E. A DISTANCE OF 11.50 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY. HAVNG A RADIUS OF 72.00 FEET. A CENTRAL ANGLE OF 58'59'18" AND'A CHORD BEARING AND DISTANCE OF NO4'59'02'w. 71.99 FEET: THENCE RUN NORTHERLY ALONG SAID CURVE. AN ARC DISTANCE OF 75.38 FEET TO THE END OF SAID CURVE: THENCE RUN N3409'31"w. A DISTANCE OF 66.87 FEET TO THE AFOREMENTIONED: SOUTHERLY R/W UNE OF STATE ROAD NO. 24: THENCE RUN $55'50'29'W ALONG SAID SOUTHERLY ADMINISTRATIVE CODE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS PURSUANT SECTION 472.027 STATUTES. WAS SURVEYED UNDER MY DIRECT SUPERVISION AND IS TRUE AND CORRECT TOT THE BESTOF MY 2.THIS SURVEY IS BASED FROM FOUND MONUMENTATION WHICH, IN THIS SURVEYOR's OPINION, BESTF REPRESENTS THE 3. THIS OFFICE HAS NOT ABSTRACTED THIS PARCEL OF LAND FOR ANY RECORDED CLAIMS OF TITLE, EASEMENTS OR RESTRICTONS, THIS SURVEYOR SHALL NOT BE HELD UABLE FOR THE EXISTENCE OF ANY SUCH CLAIMS. 4.THIS SURVEYOR HAS REVEWED THE MAPS ISSUED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY FOR THE NATONAL FLOOD INSURANCE PROGRAM: AND! ITI IS THIS SURVEYOR'S OPINION THAT BASED ON THESE MAPS THIS PROPERTY UES IN ZONE X AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. COMMUNITY NO. 120670. MAP  DESCRIBED PROPERTY: PARTICULARLY DESCRIBED ASF FOLLOWS;  R/W, A DISTANCE OF 60.00 FEET TO THEF POINT OF BEGINNING. 1.THE SURVEY SHOWN HEREON WAS PREPARED TO MEET THE STANDARDS OF PRACTICE IN  SURVEYOR'S NOTES: KNOWLEDGE AND BELIEF. ORIGINAL SURVEY FOR THIS TRACT OF LAND.  5J-17. TO OF THE FLORIDA  NUMBER 12001C0420D: EFFECTIVE DATE: JUNE 16, 2006.  5.THE 6.THE FOOT. 7-THERE MAY EXIST SURVEY.  RIGHTS IMPLIED BY THIS SURVEY ARE NOT TRANSFERABLE.  FOR THIS SURVEY WERE MADE IN ACCORDANCE WTH THE UNITED STATES STANDARD. Us SURVEY UTUTES ON THE PROPERTY SURVEYED THAT WERE NOT LOCATED OR SHOWN FOR THIS  8.USE OF THIS SURVEY FOR PURPOSES OTHER THAN THAT WHICH IT WAS INTENDED WTHOUT WRITTEN VERIFCATION, WILL BE ATI THE USER'S SOLE RISK AND WITHOUT LABILITY TOI THE SURVEYOR. NOTHING HEREON SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE THE SURVEY WAS PREPARED FOR. 9.NO UNDERGROUND INSTALLATIONS OR ENCROACHMENTS HAVE BEEN LOCATED EXCEPT THOSE SHOWN HEREON. 10.1 THERE ARE NO ENCROACHMENTS KNOWN TO THE UNDERSIGNED EXCEPT AS SHOWN HEREON. 11, THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE LOCATION OF THE IMPROVEMENTS RELATIVE TO THE PROPERTY LINE BOUNDARY. BUILDING TES SHOWN ARE NOT TO BE USED TO RECONSTRUCT THE PROPERIY/BOUNDARY LINE. 12. BEARINGS SHOWN HEREON HAVE BEEN PROJECTED FROM A BEARING OF $3132'28"E AS GIVEN FOR THE WEST UNE OF DESCRIBED IN OFFICIAL RECORDS BOOK. 4875. PAGE 1688 OF THE PUBLIC RECORDS OF ALACHUA COUNTY, SHOULD BE OBTAINED FROM THE ALACHUA COUNTY ZONING AND PLANNING DEPARTMENT AT (352) 14. FENCES SHOWN HEREON HAVE BEEN SHOWN FOR GRAPHIC REPRESENTATION ONLY, OWNERSHIP OF FENCE HAS NOT BEEN DETERMNED FOR THIS SURVEY. FENCE TES SHOWN ARE NOT TO BE USED TO RECONSTRUCT THE PROPERIY/BOUNDARY LINE CONTROL IS BASED ON THE NORTH AMERIÇAN VERTICAL DATUM. 1988, ANO WAS ESTABLISHEP USING REDUNDANT SETS OF OBSERVATI TIONS UTUZING GNSS AND THE FDOT FLORIDA PERMANENT REFERENCE NETWORK  FLORIDA. 13. BUILDING 374-5245 PRIOR TO ANY CONSTRUCTION: 15. THE  UPDATE SURVEYED: 01-30-2024 DATE DRAWN BY SPL CHECKED BY: TD.G. SCALE: 1"- 50 FELD NOTE: MAPI IN_FILE SHEET OF 2 PROJECT NO. MG-3901-21 usb4:MG-3901-21  06-30-2021 NOT VALID WITHOUT THE SIGNATURE AND DATE DRAWN: 07-02-2021 THE UCENSED ORIGINAL RAISED SURVEYOR SEALOF AND MAPPER AFLORIDA  MYERS-GRIFFIS & ASSOCIATES, INC. SURVEYORS & MAPPERS P.O. BOX 404, ARCHER, FLORIDA 32618 15658 s.W. COUNTY ROAD 346, ARCHER. FL 32618 PHONE: (352) 495-4506 CELL PHONE: (352) 317-7658 FLORIDA CERTIFICATE NO LB7239 e_mail: myr-gritfischaimalicom e_mail: suneyers909elve.sem.  SURVEYED BY: TERESA D. GRIFFIS. PRESIDENT DATE SIGNED: cel:352-317-7658 FLCERT. NO. 5909    TOPOGRAPHIC SURVEY CERTIFIED TO: Kvetoslav Cechak (Jerry), UNIVERSE TRANSPORTATION, LLC  TOPOGRAPHIC SURVEY IN SECTION 9, TOWNSHIP 11 SOUTH, RANGE 18 EAST ALACHUA COUNTY, FLORIDA  Sheet 2 of 2 No one sheet is intended to stand alone as a complete boundory survey  Radius-(72.00) Arc Length-(75,38) Tan=(41.56). Delto-(595918). Chord Distonce-(71,99) Chord Beoring-NO-0952W, Radius-(12.00). Arc Length-(12.56) Tan-(6.93) Delto-(595918). Chord Distonce=(12.00) Chord Bearing-(S0409521)  Rodius-(12.00) Arc Length-(12.56) Ton=(6.93) Delta-(59'5918). Chord Distance-(12.00) Chord Bearing-(S0408528) Radius-(72.00). Arc Length-(75.38) Ton=(41.56) Delto-(595918"). Chord Distoncem(71.99) Chord Bearing-(S0#09520)  -93.94 bottom of 93.47  BASI  bottom  22  3'x8" CONCRETE SPILLWAY DETAIL NO'SCALE  LEGEND: 0-D DEED MEASUREMENT FM.- FIELD MEASUREMENT R/W- RIGHT OF WAY  FOUND 5/8" REBAR W/CAP LB5075 FOUND 5/8" REBAR W/CAP #5894 UNLESS OTHERWISE SHOWN o SET 1/2" REBAR W/CAP LB7239 OVERHEAD UTUTY LINE (NO SERVICE TO BUILDING) P.O.C. POINT OF COMMENCEMENT P.O.B. = POINT OF BEGINNING a GUY = WOOD POWER POLE K- WATER VALVE R- FIRE HYDRANT WOOD UGHT POLE GRAPHIC SCALE  FEET inch -50IL, NOTE: THE VERTICAL CONTROL IS BASED ON THE NORTH P.O.C: SW Corner of the AMERICAN ESTABUSHED USING DATUM REDUNDANT 1988, SETSOF AND WAS OBSERVATIONS UTLIZING GNSS AND THE FDOT Township 11 South, FLORIDA PERMANENT REFERENCE NETWORK UPDATE SURVEYED: 01-30-2024 DATE P SURVEYED: 06-30-2021 DATE DRAWN: 07-02-2021 DRAWN BY: SPL BY: ID.G. SCALE: 1"= 50 FIELD NOTE: MAPIN_FILE SHEET OF 2 PROJECT NO, MG-3901-21 usb4:MG-3 3901-21  PARCEL DENTIFIÇATION 4700  P.O.B. PARCEL SURVEYED south line of Section 9. Township 11 South, Range 18 East MYERS-GRIFFIS & ASSOCIATES, INC. SURVEYORS & MAPPERS P.0. BOX 404, ARCHER. 346, FLORIDA 32615 32618 15658 s.W. COUNTY ROAD ARCHER, FL PHONE: (352) 495-4506 CELL PHONE: (352) 317-7658 FLORIDA CERTIFICATE NO LB7239 e_moil men-ognttsonaimalcon a_moil: ueyors9059lv.com  SE1/4of Section 9, Range_ 18 Eost (33.95)  (N89'56'04"E)  SEE SHEET OF2FOR SURVEYOR'S RAISED SEAL AND SIGNATURE    CITY OF ARCHER  ARCHER  VII. New Business  Agenda Item 2: Resolution No 2024-32, Electing to Use the Uniform Method of Collecting Non-  Ad Valorem Special Assessments  Staff Recommendation: Approve Resolution No. 2024-32  Approved by City Attorney on: Commissioner Action: Open for Discussion Public Comments Closed for Discussion  Action: Approve/Disapprove Staff Recommendation  16870 SW 134TH AVE., P.O. BOX39- - ARCHER, FLORIDA 32618-0039  Tel: (352)495-2880  Fax (352)495-2445    RESOLUTION NO 2024-32  AF RESOLUTION OF THE CITY OF ARCHER, FLORIDA ELECTING TO USE THE UNIFORM METHOD OF COLLECTING NON-AD VALOREM SPECIAL ASSESSMENTS LEVIED WITHIN THE INCORPORATED AREA OF THE CITY; STATING A NEED FORSUCHLEVY; PROVIDING FORTHE MAILING OF THIS RESOLUTION; AND PROVIDING FOR AN EFFECTIVE DATE.  WHEREAS, the City of Archer, Florida (the "City")i is contemplating the imposition of special assessments WHEREAS, the City intends to use the uniform method for collecting non-ad valorem special assessments for the cost of providing fire services to property within the incorporated area of the City as authorized by section 197.3632, Florida Statutes, as amended, because this method will allow such special assessments to be collected annually commencing in November 2025, ini the same manner as provided for ad  for the provision ofi fire services; and  valorem taxes; and  WHEREAS, the City held a duly advertised public hearing prior to the adoption of this Resolution, proof  of publication of such hearing being attached hereto as Exhibit A.  NOW, THEREFORE BE IT RESOLVED:  1.  Commencing with the Fiscal Year beginning on October 1, 2025, and with the tax statement  mailed for such Fiscal Year and continuing thereafter until discontinued by the City, the City intends to use the uniform method of collecting non-ad valorem assessments authorized in section 197. .3632, Florida Statutes, as amended, for collecting non-ad valorem assessments fort the cost ofp providing fire services. Such non-ad valorem assessments shall be levied within the incorporated area of the City. A legal description of such area subject to  the assessment is attached hereto as Exhibit B and incorporated by reference.  2. 3. 4.  The City hereby determines that the levy of the assessments is needed to fund the cost of fire Upon adoption, the City Clerki is hereby directed to send a copy oft this Resolution by United States  services within the incorporated area of the City.  mail to the Florida Department of Revenue, the Alachua County Tax Collector, and the Alachua County Property  Appraiser by January 10, 2025.  This Resolution shall be effective upon adoption.  DULY ADOPTED this CITY OF ARCHER, FLORIDA  day of  2024.  MAYOR (SEAL) Attest: Clerk  Approved as to form and legal sufficiency:  Danielle C. Adams, City Attorney or Kiersten N. Ballou, City Attorney    EXHIBIT A  PROOF OF PUBLICATION  o  ARCHER  NOTICE OF INTENT TO USE UNIFORM METHOD OF COLLECTING NON-AD VALOREM ASSESSMENTS  The City ofA Archer, Florida (the "City")! hereby provides notice, pursuant to section 197.3632(3)(a), Florida Statutes, ofitsintent to use the uniform method of collecting non-ad valorem special assessments to be levied within the incorporated area of the City, for the cost of providing fire services commencing for the Fiscal Year beginning on October 1, 2025 and continuing until discontinued by the City. The City will consider the adoption of a resolution electing to use the uniform method of collecting such assessments authorized by section 197.3632, Florida Statutes, at a public hearing to be held at 6:00 p.m. on December 9, 2024 at the Commission Chambers, City Hall, 16870 SW 134th. Avenue, Archer, Florida. Such resolution will state the need for the levy and will contain a legal description ofthe! boundaries oft ther real property subject to thel levy. Copies of the proposed form of resolution, which contains the legal description of the real property subject to the levy, are on file att the Clerk's Office, 16870SW1 134th Avenue, Archer, Florida. All interested persons are invited to attend. In the event any person decides to appeal any decision by the City with respect to any matter relating to the consideration of the resolution at the above-referenced public hearing, a record ofithe proceeding may be needed and in such an event. suchi person may need to ensure that a verbatim record of the public hearing is made, which record includes the testimony and evidence on which the appeal is to be based. In accordance with the Americans with Disabilities Act, persons needing a special accommodation or an interpreter to participate in this proceeding should contact the City Clerk at (352)495-2880. at least five (5) days prior to the date ofthe hearing. (Published: Alachua County Today November 14, 2024, November 21, ,2024, November 28, 2024, and December 5, 2024)    EXHIBIT B Legal Description  That part of Sections 9, 16, 17 and 21, Township 11 South, Range 18 East, Archer, Alachua County, Florida, being more particularly described as follows: Commence at the Southwest corner ofs said Section 9 andt the Northwest corner ofs said Section 16 (also known as the Southwest corner of Yulee Place, as per plat recorded in Plat Book' "A", page 7% % of the public records ofs said Alachua County, Florida), for al POINT OF BEGINNING; from the said POINT OF BEGINNING proceed Northerly along the West line ofs said Section 9 and along the West line of said Yulee Place, a distance of 9901 feet; thence Easterly on a Westerly extension of the South line ofl Lot 7, Block1d of said Yulee Place, a distance of 15 feet tot the Southwest corner ofs said Lot 7, Block 1; thence continue Easterly along the said South line of said Lot 7, Block 1, a distance of 315 feet to the Southeast corner of said Lot 7, Block 1, thence Northerly along thel East line ofs said Lot 7, Block 1, and along the East! line of Lot 8, Block 1, and along the East line ofl Lots 1a and: 2 of Block 2 of said' Yulee Place, a distance of 6601 feet tot thel Northeast corner of said Lot 2, Block: 2; thence Westerly along the North line of said Lot 2, Block 2; a distance of 3301 feet to ani intersection with thes said West line of Section 9 and thes said West line of Yulee Place; thence Northerly, along the said West line of Section 91 to ani intersection with the Southwesterly right of way line of State Road No. 45, thence Southeasterly along the said Southwesterly right of wayl line to ani intersection with the North line of the Southwest % ofs said Section 9, and the North line of said) Yulee Place; thence Southerly, across ther right ofv way of 5th Street (a: 151 foot wide right of way according to said Plat Book' "A", page 71 %), to the Northeast corner of the North 2101 feet of the West 210f feet of Lot 50 ofs said Block 2, thence Southerly along al line that is parallel with and 2251 feet Easterly of thes said West line of Section 9,a a distance of 2101 feet, thence Easterly, crossing the right of way of said State Road No. 451 tot the Southwest corner of the Florida Board of Forestry and Parks property (which is at an intersection with the Northeasterly right of way line of said State Road No. 45), as per a description recorded in Deed Book 253 at page 179 of the said public records of Alachua County; thence Easterly, along the South line of thes said State Forestry property to the Southeast corner of thes said State Forestry property; thence Northwesterly alongt the East line of the said State Forestry property to ani intersection with the North line oft the Southwest Y of said! Section! 9; thence Westerly alongt the North line ofs said Southwest %1 to the Southeast corner of the South 901.03 feet of the West 331.421 feet of the West % of the Southwest % of thel Northwest % of said Section 9, thence Northerly, parallel with and 331.421 feet Easterly oft the West line ofs said section! 9, a distance of 901.03 feet toi the Northeast corner of the: said South 901.031 feet of the West 331.42: feet of the West % of the Southwest % of the Northwest % of said Section 9; thence Westerly, along the North line of thes said South 901.03 feet of the West 331.42 feet to an intersection with the Easterly right of way line of County Road No. 24; thence Northerly, along the said Easterly right of wayl line of County Road No. 241 to ani intersection with the South line oft the Southwest % of Northwest: % of Northwest % of said Section 9; thence Easterly to the Southeast corner ofs said Southwest % of Northwest % of Northwest %; thence Northerly to the Northeast corner of said Southwest % of Northwest % of Northwest Y; thence Westerly along thel North line of said Southwest % of Northwest % of Northwest %1 to ani intersection with thes said Easterly right of wayl line of County Road No. 24; thence Northerly along said Easterly right of wayl linet to an intersection with the North line of said Section 9;t thence Easterly, alongt the North line ofs said Section 91 to the Northwest corner of that part of thel Northeast % of said Section 9 known as Venable Estates; thence Southerly, along the West line ofs said Venable Estates to the Northeast corner oft the West % of Southwest % of Northeast % of said Section 9; thence continue Southerly tot the Southeast corner of said West % of the Southwest % of Northeast %, thence Easterly, along the North line of the Southeast % of said Section 91 to a point 307f feet Westerly of thel Northeast corner of the Southeast corner ofs said Section 9; thence Southerly parallel with and 3071 feet Westerly of the East line of the Southeast % of Section 91 to an intersection with the Northerly right of way line of State Road No. 24; thence Southwesterly along thel Northerly right of wayl line of said State Road No. 241 to an intersection with the Easterly line of the Southwest % of said Section 9; thence Southerly along the Easterly line of said Southwest: % to the Southeast corner ofs said Southwest % of Section 9; thence Easterly alongt the South line of said Section 9t to an intersection with the Northerly boundary of the abandoned Seaboard Coastline Railroad; thence North 49 deg. 38 min 49 sec East alongs said Northerly boundary 575 feet more or less, to a point which bears South 40 deg 25 min 21 sec East from a concrete monument; thence North 40 deg 25 min 21 sec' West, 107.29 feet to said concrete monument; thence continue North 40 deg 25 min 21 sec West, 531.531 feet toa concrete monument on the Southerly right ofv way line of State Road No. 24, which lies North 56 deg 10 min East,    79.58 feet from a concrete monument oni thei intersection of said Southerly right of wayl line witht the West line of the Southeast Y of said Section 9; thence North! 56 deg 10 min East, along said Southerly right of wayl line, 625.07 feet; thence South 31 deg 12 min 27s sec East, 575.16 feet to an intersection with the Northerly boundary of said abandoned Seaboard Coastline Railroad;t thence! Southeasterly crossing said abandoned Railroad right of way to the Southeasterly right of wayl line ofs said abandoned Railroad right of way (owned by the City of Gainesville, as pera a description recorded as Parcel No. llin Official Record Book 735 at page 381 oft thes said public records of Alachua County); thence Northeasterly along the said Southeasterly right of way line to a point that lies 3801 feet Southwesterly (measured alongt the said Southeasterly right of way line) from ani intersection with the East line of said Section 9 (said point being the Northwest corner of that certain parcel ofl land as per description recorded in Official Record Book 821 at page 656 of thes said public records of Alachua County); thence Southerly parallel with the East line of said Section 9 and alongt the West line oft the said parcel (O.R. 821, pg. 656) a distance of 2001 feet to the Southwest corner oft thes said parcel (O.R. 821, pg. 656); thence Easterly alongt the South line oft thes said parcel (O.R. 821, pg. 656) to an intersection with the East line of said Section 9; thence Southerly along the East line of said! Section 91 tot the Southeast corner ofs said Section! 92 and the Northeast corner ofs said Section 16; thence Southerly along the East line of said Section 161 to the Southeast corner of said Section 16; thence Westerly along the South line of said Section 16 and along the North line of said Section 21 to the Northeast corner of the Northeast % of thel Northeast % of the Northwest % ofs said Section 21; thence Southerly toi the Southeast corner of said Northeast % of Northeast % of Northwest %; thence Westerly to the Southwest corner of said Northeast % of Northeast % of Northwest %; thence Northerly tot the Northwest corner of said Northeast % of Northeast % of Northwest %; thence Westerly along the South line of said Section 16 and alongt the North line of said Section 211 to ani intersection with the Westerly right of way line of said State Road No. 45.; thence Southerly and Southeasterly along the said Westerly right of wayl line of State Road No. 451 to an intersection with the South line of the North % of the Northwest: % ofs said Section 21; thence Westerly along the said South line ofi the North % of the Northwest % ofs said Section 21 to an intersection withi the Easterly right of wayl line oft the abandoned. Seaboard Coastline Railroad; thence Northwesterly and Northerly along the said Easterly right of way line of the abandoned Seaboard Coastline Railroad to ani intersection with said North line of Section 21 and thes said South line of Section 16; thence Westerly along the said South line of Section 16 tot the Southwest corner of said Section 16 and the Southeast corner ofs said section 17; thence Westerly along thes said South line of Section 171 to the Southwest corner oft the East % of said Section 17; thence Northerly alongt the West line of the said East % of Section 17 tot thel Northwest corner oft the said East % of Section 17;t thence Easterly along the North line of said Section 171 to the Northeast corner ofs said Section 17 and thes said Northwest corner of Section 16 and the said! Southwest corner of Section 9  and thes said point of beginning.    NOTICE OF INTENT TO USE UNIFORM METHOD OF COLLECTING  NON-AD VALOREM ASSESSMENTS  The City of Archer, Florida (the' "City") hereby provides notice, pursuant tos section 197.3632(3)a), Florida Statutes, of its intent to use the uniform method of collecting non-ad valorem special assessments to be levied within the incorporated area of the City, for the cost of providing fire services commencing for the Fiscal Year beginning on October 1, 2025 and continuing until discontinued by the City. The City will consider the adoption of a resolution electing to use the uniform method of collecting such assessments authorized by section 197.3632, Florida Statutes, at a public hearing to be held at 6:00 p.m. on December 9, 2024 at the Commission Chambers, City Hall, 16870 SW 134th Avenue, Archer, Florida. Such resolution will state the need for the levy and will contain a legal description of the boundaries of the real property subject to the levy. Copies of the proposed form of resolution, which contains the legal description of the real property subject to the levy, are on file at the Clerk's Office, 16870 SW/134th Avenue, Archer, Florida. All interested persons are invited to attend. Int the event any person decides to appeal any decision by the City with respect to any matter relating to the consideration of the resolution at the above-referenced public hearing, a record of the proceeding may be needed and in such an event, such person may need to ensure that a verbatim record of the public hearing is made, which record includes the testimony and evidence on which the appeal is to be based. In accordance with the Americans with Disabilities Act, persons needing a special accommodation or an interpreter to participate in this proceeding should contact the City Clerk at (352) 495-2880, at least five (5) days prior to the date of the  hearing.  DATED this  day of  2024.  By Order of:  CITY OF ARCHER, FLORIDA  Publish in a newspaper of general circulation during the weeks of:  November 11-17, 2024 November 18-24, 2024 November 25 - December 1, 2024 December 2-8, 2024    CITY OF ARCHER  RCHER  VII. New Business  Agenda Item 3: Resolution Number 2024-33, Approving Emergency Purchases Related to State of  Financial Emergency Including Accounting and Planning Services Staff Recommendation: Approve Resolution Number 2024-33  Approved by City Attorney on: Commissioner Action: Open for Discussion Public Comments Closed for Discussion  Action: Approve/Disapprove Staff Recommendation  16870 SW 134TH AVE., P.O. BOX: 39-A ARCHER, FLORIDA 32618-0039  Tel: (352)495-2880  Fax (352)495-2445    RESOLUTION NUMBER: 2024-33  A RESOLUTION OF THE CITY OF ARCHER, FLORIDA, APPROVING EMERGENCY PURCHASES RELATED TO STATE OF FINANCIAL MERGENCYINCLUDINGACCOUNTING AND PLANNING SERVICES TO BE APPROVED BY COMMISSION PRIOR TO EXPENDITURE OF FUNDS; REPEALING ALL RESOLUTIONS IN CONFLICT, AND  ESTABLISHING AN EFFECTIVE DATE.  WHEREAS, on November 5, 2024, the City of Archer sent al letter to the Joint Legislative Auditing Committee and the Florida Governor as required under Florida Statutes 218.503  declaring that the City is in a financial emergency; and  WHEREAS, the Board of County Commissioners of Alachua County and other entities/individuals have offered toj provide assistance to the City of Archer with services including  accounting, planning, and other necessary related services; and  WHEREAS, the City Commission desires to be able to take advantage of certain emergently necessary services as quickly as possible without the delay of standard competitive procurement - as allowed by the City's Procurement Policy in the event of an emergency; and WHEREAS, the City Commissioner desires to still have all contracts come before the City Commission prior to execution during this period of emergency procurement of services; and WHEREAS, it is in the best interest of the City of Archer to declare that the City Commission may use emergency procurement procedures for procurement of accounting, planning, and other necessary related services during the period that the City is in a state of financial emergency while still requiring that all contracts come before the City Commission for NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF SECTION ONE: By affirmative vote of the City Commission, the City Commission hereby declares emergency procurement procedures in effect for procurement of accounting, planning, and other necessary related services during the period that the City is in a state of financial emergency. During this time of financial emergency procurement, all contracts shall come before SECTION TWO: Suchj processes shall remain ini full force and effect until revoked by the City Commission of the City of Archer, Florida or until the City is deemed to no longer bei in a state of SECTION THREE: If any word, phrase, clause, paragraph, section or provision of this Resolution or the application hereof to any person or circumstances is held invalid or  approval prior to execution; and ARCHER, FLORIDA, as follows:  the City Commission for approval prior to execution.  financial emergency.    Resolution 2024-33; City ofArcher December 9, 2024  Resolution Authorizing Emergency. Procurement of Certain Services  unconstitutional, such finding shall not affect the other provisions or applications ofthel Resolution which can be given without the valid or unconstitutional provisions or application, and to this end  the provisions oft this Resolution are declared severable.  SECTION FOUR: All resolutions to the extent of conflict are hereby repealed. SECTION FIVE: This Resolution shall take effect immediately upon adoption.  This Resolution adopted this 9th day ofDecember 2024, after motion, second and majority  vote favoring same. ATTEST:  By:  Deanna Alltop, Interim City Manager Approved as to form and legal sufficiency:  Iris Bailey, Mayor  Danielle C. Adams, City Attorney or Kiersten N. Ballou, City Attorney    CITY OF ARCHER  RCHER  VIII. Reports, Correspondence, Communications:  No Reports this month  Commissioner Action: None required  16870 SW 134TH AVE., P.O. BOX39-4 ARCHER, FLORIDA 32618-0039  Tel: (352)495-2880  Fax (352)495-2445