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610 Begonia St. RES19-0016 Retention area OVAV ER,% !� \\ SGpNNN p I71 -W E y-, kill F \� 8�G 81� -ate: P.O. Box 50367 • Jacksonville Beach, FL 32240 (904)� 242-BUGS E TREAD 6tPtT1FICATj0jV� ,ZT`t1V7V Street Address: City: County: General Contractor/Builder: Area Treated: Date: Time: Name of Applicator: Active Ingredient: Product Used:Active Ingredient%Concentration: Number of gallons used: Method of termite treatment: The building has received a complete treatment for the prevention of subterranean termites.Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. This form is proof of complete treatment for Certificate of Occupancy or Closing. THIS IS PROOF OF WARRANTY Warranty and Treatment Certifications Have Been Issued. Authorized Signature: Date: Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. y 800 Seminole Rd, Atlantic Beach, FL 32233 }��-c (� Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:! esI "I" aC)I �p Revision to Issued Permit OR ❑ Corrections to Comments Date: // ?D /J/ Project Address: &( b D E&0 f' %A '�7 Contractor/Contact Name: 1-J I) Ft OA` I>A CC �1/ Contact Phone: D1 � Email: 5TH✓e • e-0"' Description of Proposed Revision/Corrections: 40 E �`'�"`Zti /��7Z`--Sn�J-i �¢►2 Fes! h,n-5 FF.... M o�.i-��c.1 "�,.�` A-pO.-o✓'r-iD !7� 3'D'�...`5 �.-.�-+�-�. ,^ti.4,..,�.c{t�rLS� �C72.•�;�. I P affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Willl roposed revision/corrections add additional square footage to original submittal? .i�,�No ❑ Yes (additional s.f.to be added: ) • W, ll� Will revision/corrections add additional increase in building value to original submittal? ', ,]dNo ❑*Yes (additional increase in building value: $ ) (contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) V Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Building _ Planning&Zoning �l •,_ Reviewed By Tree Administrator W —� is Wor<s NOV 2 0 2019 Public Utilities Public Safety Date Fire Services updoted10/17/is O�`pP.pEPART,ME,rFLORIDA DEPARTMENT OF Ron GGDeSantis Governor A ., GEnvironmental Protection Jeanette Nunez 2Lt.Governor c Bob Martinez Center 2600 Blair Stone Road in NrAI Pao``` Tallahassee,Florida 32399-24W Noah VSeeSecretary SELF-CERTIFICATION FOR A STORMWATER MANAGEMENT SYSTEM IN UPLANDS SERVING LESS THAN 10 ACRES OF TOTAL PROJECT AREA AND LESS THAN 2 ACRES OF IMPERVIOUS SURFACES Owner(s)/Permittee(s): Begonia Street HOA, Inc File No: 0377021001 EG File Name: BEGONIA STREET RESIDENTIAL Site Address: Begonia Street and W 6th Street Atlantic Beach FL- 32233 County: Duval Latitude: 300 19'46.5958" Longitude: -810 25' 27.3213" Total Project Area: 0.749 Total Impervious Surface Area: 0.328 Approximate Date of Commencement 07/01/2019 of Construction: Registered Florida Professional: David Touring License No.: 53503 Company: The Touring Company, Inc. Date: June 08, 2019 David Touring certified through the Department's Enterprise Self-Service Application portal that the project described above was designed by the above-named Florida registered professional to meet the following requirements: (a)The total project area involves less than 10 acres and less than 2 acres of impervious surface; (b)Activities will not impact wetlands or other surface waters; (c)Activities are not conducted in, on, or over wetlands or other surface waters; (d)Drainage facilities will not include pipes having diameters greater than 24 inches, or the hydraulic equivalent,and will not use pumps in any manner; (e)The project is not part of a larger common plan,development,or sale;and (f)The project does not: 1.Cause adverse water quantity or flooding impacts to receiving water and adjacent lands; 2.Cause adverse impacts to existing surface water storage and conveyance capabilities; 3.Cause a violation of state water quality standards;or 4.Cause an adverse impact to the maintenance of surface or ground water levels or surface water flows established pursuant to s. 373.042 or a work of the district established pursuant to s. 373.086, F.S. This certification was submitted before initiation of construction of the above project. The system is designed, and will be operated and maintained in accordance with applicable rules adopted pursuant to part IV of chapter 373,F.S.There is a rebuttable presumption that the discharge from such system will comply with state water quality standards.Therefore, construction, alteration, and maintenance of the stormwater management system serving this project is authorized in accordance with x.403.814(12), F.S. In accordance with s. 373.416(2), F.S., if ownership of the property or the stormwater management system is sold or transferred to another party, continued operation of the system is authorized only if notice is provided to the Department within 30 days of the sale or transfer.This notice can be submitted to: FDEP Northeast District 8800 Baymeadows Way West Jacksonville,FL 32256 This certification was submitted along with the following electronic documents: File Description I Existing Site Proposed Site I Drainage Report If you have submitted this certification as a Florida Registered Professional, you may wish to sign and seal this certification, and return a copy to the Department, in accordance with your professional practice act requirements under Florida Statutes. I, David Touring, License No. 53503,do hereby certify that the above information is true and accurate, based upon my knowledge, information and belief. In the space below, affix signature,date, seal, company name, address and certificate of authorization (if applicable). This sealed certification may be submitted to the Department,either electronically(as an attachment in Adobe PDF or other secure,digital format)at Erp.selfcerts@dep.state.fl.us, or as a hardcopy, at the postal address below: FDEP Northeast District 8800 Baymeadows Way West Jacksonville, FL 32256 STORMWATER MANAGEMENT REPORT PREPARED FOR BEGONIA STREET HOA, INC. RESIDENTIAL LOTS BEGONIA STREET, ATLANTIC BEACH, FLORIDA JUNE 3, 2019 PREPARED BY ja� THE TOURING COMPANY, INC. \ZV CIVIL AND MARINE CONSULTING 14286-19 BEACH BLVD_UNIT 355 JACKSONVILLE,FLORIDA 32250 PHONE: (904)614-3302 FAX: (904)223-6045 INTRODUCTION Begonia Street HOA, Inc. owns existing platted residential lots in Atlantic Beach, Florida. The site currently contains 6 residential building lots. The proposed development includes constructing 6 houses on the properties, adhering to the design and construction standards for Atlantic Beach, Florida. The existing storm water runs into a tidally influence drainage ditch which discharges to the Intracoastal Waterway(ICW) to the west. The drainage design was developed to convey the additional runoff from the proposed impervious surfaces. PRE-DEVELOPED DRAINAGE PATTERNS The existing site currently is bounded on three sides by drainage swales which discharge to the ICW to the west. Runoff from the site is conveyed over ground to these existing swales. POST DEVELOPED DRAINAGE PATTERNS The site will continue to drain to the perimeter swales adjacent to the properties. However, runoff from the new impervious dwellings will be directed to a water quality retention ditch in the rear of each building. The retention swale is sized in accordance with the requirements of the St Johns River Water Management District (SJRWMD). The retention swale will discharge to the existing tidally influenced drainage ditches during rainfall events that exceed to required treatment volume. The retention Swale is required to accommodate the increased runoff and water quality requirements. STORMWATER CALCULATIONS The development of the project will increase the impervious area, although discharge is to a tidally influence receiving body. For this reason, attenuation management is not required. Attached are calculations to demonstrate the required and provided treatment volumes in the proposed dry retention basin and a calculation to demonstrate that the basin will dewater in less than 72 hours. 2 Begonia Street Residential Water Qualtiy Calculations June 3,2019 The calculations below follow the criteria and methodology set forth in the St.John's River Water Management District's Applicant's Handbook:Regulation of Stormwater Management Systems,Chapter 40C-42,F.A.C.,for retention systems. Drainage area= 32,640 sf Percent impervious= 44% f= 0.30 Kv„= 1.0 in/hr = 2.0 ft/day Assumed values KH= 2.0 ft/day FS= 2.0 Basin bottom elevation= 4.50 ft The seasonal high groundwater elevation is determined from the City evaluation. The SHGW Table is set at 1.0 feet below existing grade indicating groundwater high GW at: Seasonal high ground water table elevation= 3.50 ft Based on the above and assuming as before,the impervious layer is estimated as: Impervious layer elevation= 0.00 ft The proposed detention basin has the following stage-storage relationship: Stage(ft) Storage(cf) 4.50 0 5.00 1,050 6.00 3,150 Calculate the required treatment volume. For on-line retention,the rule requires retention of 0.5 inches of runoff or 1.25 inches times the impervious area,whichever is greater,plus an additional 0.5 inch. 0.5"volume= 1,360 cf 1.25"x imp.area= 1,488 cf Total treatment volume= 2,848 cf Calculate the height of the treatment volume in the basin. Using the stage/storage data,we see that 7,269 cf is between elevation 37.00 and 38.00 ft. Interpolating: Treatment vol.elev.= 5.42 ft Determine if saturated lateral(Stage Two)flow will occur: The area of the basin bottom(Ab)is: Ab= 2,100 sf Utilizing Equation 26-3,the volume infiltrated during Stage One(V„)is: V„=Ab hb f= 630 cf Saturated lateral flow will occur since V„<treatment volume Calculate the time to infiltrate the treatment volume during unsaturated vertical(Stage One)flow. The unsaturated vertical conductivity(K,,,,)is determined from the attached geotechnical report: K,,,,= 1.0 in/hr = 2.0 ft/day The design infiltration rate(Id)is found from Equation 26-1: Id=KvWFS= 1.0 ft/day From Equation 26-2,the time to saturate the soil beneath the basin(t.,)is: tom,=fhb/Id= 0.30 days = 7.20 hrs Calculate the remaining treatment volume to be recovered under saturated lateral(Stage Two)flow conditions. Remaining volume to be infiltrated under saturated lateral flow= 2,218 cf Calculate the elevation of treatment volume at the start of saturated lateral flow by interpolating: Treatment volume elev.at start of saturated lateral flow= 5.56 Calculate F,,and F,, When the treatment volume is recovered(time t=tT w)the water level is at the basin bottom. Hence,the height of the water level above the initial groundwater table(k)will be equal to hb. k=hb= 1.00 ft(at t=tT�w) The height of water in the basin at the start of saturated lateral flow(h2)is: h2= 1.06 ft From Equation 26-8: HT=hb+h2= 2.06 ft FY is determined from Equation 26-6: Fy=hr/HT= 0.49 When the water level is at the basin bottom(time t=tT w)the basin length (L)= 300 ft and the basin width(W)= 7 ft. Basin length to width ratio(L/W)= 42.86 Determine Fx From Figure 26-7;F,,= 1.5 Calculate the time to recover the remaining treatment volume under saturated lateral flow. H= 3.5 ft The average saturated thickness(D)can be found from Equation 26-7: D=H+hr/2= 4 ft The time(t)to recover the remaining treatment volume under lateral saturated flow conditions is determined from Equation 26-9: t=WZ/(4 KH D F,,Z)= 0.65 days = 15.50 hrs Total time to recover the treatment volume(tT,,�)equals the time to recover during unsaturated vertical flow plus the time to recover under lateral saturated conditions. Total recovery time(tT w)= 22.70 hrs Therefore,the design meets the 72 hour recovery time criteria. MAP SHOWING TOPOGRAPHIC SURVEY Of: i -o:s,.z s.•.s.w s,raoa�a sccr� .n.+nk Mcarr aeco�cu x n.r eocx+e,n.a s.c�cvxrtcxr oua�c a[caeos a ouvu cvcwtt. f r.acti ro,uuar:i ro.1,-onoo Y � i Tj-' fem'R.t a foxM �,y' xdA Ox ---------- --i- ----- --- co lip NOTES: TOTAL SITE AREA 32,610 SF �• TOTAL PROPOSED IMPERVIOUS AREA.14,280 SF(4.73X) ! 1; DISCHARGE POINT-TIDAL DITCH TO ICW TOTAL REQUIRED WATER QUALITY RETENTION=234 SFS TOTAL WATER QUALITY RETENTION PROVIDE+2.616 ATTENUATION NOT REQUIRED OR PROVIDED. 6�t �rc Q• S o.l � i wan p�IIMMTp� Ey L �'-'"'', 3 .s�• •° �• rxEr.s .. ... svuss'E m.0 ACTUAL x . --- LU CO s z cc tjC''91 O '� Has6'Ir �I9s6 iKNA1 RM2 •" 2 X v OT . .!w � g u cad � nns o o.o V• OECOWA i NAo•S. m y \ - C-l9 Electronic Articles of Incorporation N19000005152 For May 08 2019 Sec. Of State dlokeefe BEGONIA STREET HOA, INC The undersigned incorporator, for the purpose of forming a Florida not-for- profit corporation, hereby adopts the following Articles of Incorporation: Article I The name of the corporation is: BEGONIA STREET HOA, INC Article II The principal place of business address: 632 PINE STREET NEPTUNE BEACH, FL. 32266 The mailing address of the corporation is: 632 PINE STREET NEPTUNE BEACH, FL. 32266 Article III The specific purpose for which this corporation is organized is: STORM-WATER RETENTION CANAL MAINTENANCE FOR 6 INDIVIDUAL LOTS Article IV The manner in which directors are elected or appointed is: AS PROVIDED FOR IN THE BYLAWS. Article V The name and Florida street address of the registered agent is: STEPHEN M STARKE 632 PINE STREET NEPTUNE BEACH, FL. 32266 I certify that I am familiar with and accept the responsibilities of registered agent. Registered Agent Signature: STEPHEN M. STARKE s ' N19000005152 FILED AMay 08 2019 Article VI Sec. Of State The name and address of the incorporator is: dlokeefe STEPHEN M STARKE 632 PINE STREET NEPTUNE BEACH, FL 32266 Electronic Signature of Incorporator: STEPHEN M. STARKE I am the incorporator submitting these Articles of Incorporation and affirm that the facts stated herein are true. I am aware that false information submitted in a document to the Department of State constitutes a third degree felony as provided for in s.817.155, F.S. I understand the requirement to file an annual report between January 1 st and May 1 st in the calendar year following formation of this corporation and every year thereafter to maintain "active" status. Article VII The initial officer(s) and/or director(s) of the corporation is/are: Title: P STEPHEN M STARKE 632 PINE STREET NEPTUNE BEACH, FL. 32266 Title: VP JOSEPH HOLTON 6685 BOWIE ROAD JACKSONVILLE, FL. 32219 Article VIII The effective date for this corporation shall be: 05/07/2019 •i=%kyr Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN ` �►z City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 01.8 -s ❑ Revision to Issued Permit OR N Corrections to Comments Date: Project Address: &l d V E-V 0'+ 4 4r- Contractor/Contact rContractor/Contact Name: 0 Axl� rc Contact Phone: I OK X37 0 S-z17 Email: �J "r5 �-�OS 9rd,7_ 4`'_• Description of Proposed Revision/Corrections: / /� ,��Cn 5 i J C yr A ,- n--►1 1Jt-7v-� �.`/ l�1 6-)= TLC- I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? .WNo ❑ Yes (additional s.f.to be added: ) • Will roposed revision/corrections add additional increase in building value to original submittal? � V ❑*Yes (additional increase in building value: ) (contractor must sign if increase in valuation) *Signature of Contractor/Agent: - (Office Use Only) /Approved ❑ Denied ❑ Not A licable to De artment Permit Fee DuePp p $ CAN ED- Revision/Plan Review Comments r Department Review Required: Building Planning&Zoning Reviewed By Tree Administrator C-_Public Wo`T` Public Utilities NOV O 1 2019 Public Safety Date Fire Services updated 10/17/18 REVOCABLE ENCROACHMENT AGREEMENT **ALL INFORMATION City of Atlantic Beach HIGHLIGHTED IN GRAY 800 Seminole Road,Atlantic Beach, FL 32233 IS REQUIRED. 1$JA REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and HOLSTAR, LLC of Atlantic Beach, Florida, hereinafter referred to as "USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as Pavers installed in the Righ of Way Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days'notice by CITY to USER,said notice to USER shall be given by certified mail,return receipt requested,to the following address 610 Begionia Street Atlantic Beach FI 32233 • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day of completion. • This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of easements, public right-of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereb sumed by the USER. Date /✓0 v 'Property Owner/Agent(signed in presence of Notary Public) STATE OF FLORIDA, COUNTY OF DUVAL ,, r c q The foregoing instrument was acknowledged this �� day of /�0 u —cr- 201 1 by &--kc—;, Cp� VA' . , who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. JUNE CODNER-KONGOUEE .: Co mmisslonIGG279787 Department Ap roval: a. Expires February8,2023 Signature of N blic, State of Florid ''•'�a;,ro" n,,,,TroyF* wwm00-385.7u�s [ ]Personally Known [+Produced Identification(Type) ��—�-�(_ ,S(�353 �{ Scott i liams, ade4�- Public orks Director H:\Applications&Forms\Word Documents\20180831 Revocable Encroachment Agreement.docx Revision Date:8/31/18