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50 W 13th St 2013 new comm warehouse (no city sewer or water) CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD !J = ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �C �? Application Number . . . . . 13-00002892 Date 7/12/13 Property Address . . . . . . 50 W 13TH ST Application type description COMMERCIAL NEW CONSTRUCTION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 50000 ---------------------------------------------------------------------------- Application desc NEW WAREHOUSE STEEL STRUCTURE 1860 SF ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LICHTY DERIC K & ERIN E VICTORY HOMES & DEVELOPMENT 910 PARADISE CIR 20 SOUTH ROSCOE BLVD ATLANTIC BEACH FL 32233 PONTE VEDRA BEACH FL 32082 (904) 384-0783 --- Structure Information 000 000 1860 SF STEEL WAREHOUSE Construction Type . . . . . TYPE I-A Occupancy Type . . . . . . BUSINESS Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . COMMERCIAL NEW Additional desc . . Permit Fee . . . . 300 . 00 Plan Check Fee 150 . 00 Issue Date . . . . Valuation . . . . 50000 Expiration Date . . 1/08/14 --------------------- ------------------------------------------------------- Special Notes and Comments NO SEWER OR WATER FEES PER DK AND MG Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line . Reinforcing rods or mesh area not allowed in the right-of-way. (Commercial driveways 6" thick) Full erosion control measures must be installed and PERMIT IS-cVPWWMdNpri,�QgCCtii DAlseQi=UiAM (?tnYOIe*I A14TIdi@k*r NCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD w, _ ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 5111 S) Page 2 Application Number . . . . . 13-00002892 Date 7/12/13 ---------------------------------------------------------------------------- Special Notes and Comments activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, FLORIDA FIRE PREVENTION CODE 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 4 . 50 ENG REV COMMERCIAL BLDG 100 . 00 STATE DBPR SURCHARGE 4 . 50 UTIL REV COMMERCIAL BLDG 75 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 300 . 00 300 . 00 . 00 . 00 Plan Check Total 150 . 00 150 . 00 . 00 . 00 Other Fee Total 184 . 00 184 . 00 . 00 . 00 Grand Total 634 . 00 634 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION LFJUN uCITY OF ATLANTIC BEACH 19 2l3 800 Seminole Road, Atlantic Beach, P1., 32233Office(904) 247-5826 Pax (904) 247-5845 .lob Address: West 13 Street _ Permit Number: _ z 9._ Legal Description __SFC 1-1Atlantic Beach, each lot 4 Block 49 Parcel# 170786-0000 11oor Area of Valuation of Work $ 50,000 Prop se(I Work heated/cooled 0 non-heated/coole(1 18611 Class of Work(circle one): New Addition Alteration Repair Move Demolitio lxa l{ �wJcltlur Use of existing/proposed structure(s)(circle one): Commercial Residential If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N, Florida Product Approval It For multiple products use pro act a rova Orin ILE Np Describe in detail the type of work to be performed: Construction of new 1860sf Wztehous(, s16di str6ctritt4 Pro ert Owner Information: Name:-lleric K. Lichty- --- --Address: 910_P iradise Circle-------------_-_-,------------ ------- -- City ..-Atlantic Beach — State FL Zip 32233 Plione 813-9373________.-_-__ - F-Mail or Fax#(Optional).liclitytractorservice(i)yahoo.com _ Contractor Information: npany Name: (C_ Y)©dhP A^"Ck—Z "QualifYin Agent: k1dress: ----------- -- - - � T�Lactat e lr 1 �z -r _Citi' - — _ Li __ v. _.. Office Phone O 2 If Job Site/Contact Number 2-&0, Fax # Z�D, -z State C'crliticatton/ eg)st ation# C-6- C W06606"7 - Architect Name& Phone#N/A - ---- -- ----- ----- ------- --- F ngineer's Name& Phone#_ Robert K.Phillips 13 219-8385 Fee Simple Title Holder Naine and Address N/A Bonding Company Name and Address N/A Mortgage Lender Name and Address N/A Application is hereh►,made to blain a permit to do the work and installations as indicated. /cer tifi•that no work or installation has comnrenced prior-to the i.scnunce of i permit anted that a/work will he performto meet the standards of all/arts regalatink consinretion in this jurisdiction. 7his permit becomes null anrd irrid i/ii•ork is nor conmret ced within six(6j months,or if construction or work is.errs ended or abandoned for cr��teriofod si,r((6)months at aqv time a%ter nnr•A isconmtenced. /rnrder.land that separate permits inbst be secured for%/ectrical-Work. Plrrmhint;,signs, N'el/.s, Pools, roirnaces, /ini/etc, Heiders, Tanks and Air Conditioners,dc. WAR NI NG TO OWNER: YOUR FAIL IJRH; TO RECORD A NOTICE OF C'OMMENCF.M 1.',NT MAY RESULT IN YOUR PAYING TWIC1" FOR iMPROVEWNTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WIT11 YOUR LENDER Ott AN ATTORNEY BIS FORi+; RECORDING YOUR NO'T'ICE OF COMMENCEMENT. l herehi,rend o that/bare teat r r ' .lY (aid eranriaed this a ltcat/on and know the some[o he mue Bard correct. All n v".c�o c n ,�l p t r r n. /lmvs and ordinmcec governing This bre of work drill he complier/ with whether specified herein or not. The granting ol'a permit does not presume to gh-e authority to violate or cancel the piorisions of atm,other fi-deral.st local hr►v regrtlatiag constnretion at*the perfortnanc•e of construction. Signature of Owt r __ _ __ __ Signature of Contractor V PrintName Deric K. Licky............._..................................................................... . . ... Print Name Sworn to and subscribed before me Sworn to and subscribed before me this J!_Day of___-- _ --- 20 12i this J(v�_ Day of Notary Publi 1,(Mary Public U —---- - ------- - ! Revised 01.26.10. o4�y`r e�y MYDRA MEYER ,,•.••Y�, �' '`' OBBIE J JOHNSON • .: Notary Public-State of Florida �� /•' My Comm.Expires Mar 3,2015 _ MY COMMISSION #FF004282 '';FO.....I Commission#EE 47157 ` P'F EXPIRES April 3,2077 1(407)398-0153 FloridallotaryService.com Graham Shirley From: Ratliff, Bob [BRatliff@coj.net] Sent: Thursday, July 11, 2013 7:59 AM To: Graham Shirley Cc: Walker, Jennifer; Griffin, Michael; Jones, Mike Subject: RE: Lichty Warehouse-50 West 13th Street The above noted plans have been reviewed and found in compliance with the Florida Fire Prevention Code. Our review copy will be returned to Atlantic Beach Building Department today. Thank you, `'`'`ptp.U2 39 J?&W, CFPS Jacksonville Fire& Rescue Department Fire Prevention Division Office of Plan Review 214 N. Hogan Street O Room 281 Jacksonville, FL 32202 (904) 255-8320 Office (904) 255-8559 Fax CONFIDENTIALITY NOTICE: Please note that under Florida's very broad public records law,e-mail communications to and from city officials are subject to public disclosure. From: Ratliff, Bob Sent: Monday, June 24, 2013 9:43 AM To: 'Graham Shirley' �Q��Cc: 'Walker, Jennifer'; 'Griffin, Michael'; 'Jones, Mike' FILE Subject: RE. Lichty Warehouse - 50 West 13th Street The plan review for the above noted project has been completed with the following comments: 1. NFPA 101 -42.1.5 Classification of Hazard of Contents.Contents of storage occupancies shall be classified as low hazard, ordinary hazard,or high hazard in accordance with Section 6.2, depending on the character of the materials stored,their packaging, and other factors. Provide Classification of Hazard of Contents to include details of materials and method of storage expected to be utilized in this facility. Will this facility utilize rack storage systems, if so, to what heights? 2. NFPA 101 -7.10.1.3 Exit Door Tactile Signage.Tactile signage shall be provided to meet the following criteria, unless otherwise provided in 7.10.1.4: (1)Tactile signage shall be located at each exit door requiring an exit sign. (2)Tactile signage shall read as follows: EXIT. (3)Tactile signage shall comply with ICC/ANSI A117.1,American National Standard for Accessible and Usable Buildings and Facilities. 3. NFPA 1—Table 13.6.2 Portable Fire Extinguishers Required—Provide portable fire extinguisher 4. NFPA 1 - 18.4.1.1*The procedure determining fire flow requirements for buildings hereafter constructed shall be in accordance with Section 18.4. 5. NFPA 1- 18.4.5.2 Buildings Other Than One-and Two-Family Dwellings.The minimum fire flow and flow duration for buildings other than one-and two-family dwellings shall be as specified in Table 18.4.5.1.2. 1 -j X\J'J j- �' 11SS1 CITY OF ATLANTIC BEACH y 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 PHONE (904)247-5800 TILE i CHANGE OF ADDRESS NOTIFICATION Date: June 14, 2013 Please be advised that the following addresses have been changed and adjust your records accordingly. Residential XX Commercial RE# OLD ADDRESS NEW ADDRESS 1. 170786 0000 0 13 St. W. 50 13 St. W. 2. 3. 4. 5. Should you have any questions regarding this matter, please feel free to contact our office (904)247-5826. Sincerely, i Michael Griffin,qCO, CFM Building and Zoning Director cc: Jacksonville Electric Authority c/o Shannon Leggett T-4 21 W. Church St. Jacksonville, FL 32202 Duval County Property Appraiser Attn: Clay Whitfield 231 E. Forsyth Street, Suite 270 Jacksonville, FL 32202 ,,,...► 911 Emergency Coordinator 501 E. Bay Street, Suite 312 Jacksonville, FL 32202 United States Postal Service Attn: Post Master 1001 Mayport Road Atlantic Beach, FL 32233 Howard Seltzer via email dbanies(a�coj.ilet via email (Property Appraisers ofc) City of Atlantic Beach—City Hall AB Finance& Water Department AB Police Department AB Planning& Zoning AB Public Works AB Public Utilities •,_..:.�:W:'l�.i.•7.N'.Mh:!M7a.M.:tia�:g1.^ _:.'^`+c�k�.w¢wn. eion 2012.12.06.1(12/6/12)by NBS-GS RENEGADE FILE COPY ST E E L 1=3 U I t_ t) 1 " t3 S , t . '�•.'•.. ,:.,,,.,,,.�w, , . >>:,;. " :. June 10,2013 BRYAN WEAVER Project Name: BRYAN WEAVER 3935 GARNER RD Buildings: A->30'-0"x62'-0"x18'-0"(RCG,1.0:12) NASHVILLE,GA 31638 Attn.: BRYAN WEA v [Z Project Location: ATLANTIC BEACH,FL 32233 NBS Project#. S1308201A This Letter of Design Certification ensures that the materials furnished by the metal building supplier are designed in accordance with the information specified to the metal building supplier on the order documents and summarized by the loading information listed below. The Project Engineer of Record(not the metal building supplier)is responsible for verifying that the building code and design loads meet any and all applicable local requirements. The Professional Engineer whose seal appears on this Letter of Certification is employed by the metal building manufacturer. and does not serve as or represent the Engineer of Record for this project and shall not be construed as such. DESIGN LOAD CRITERIA: Structural Loads Applied in General Accordance with: Florida(FBC 2010) Risk Category: II-Standard Buildings PROTECT-WIDE LOADING INFORMATION: Ground Snow Load: --- Snow Exposure Factor,Ce: --- Snow Imp.Factor,Is: --- Roof Live Load: 20.0 psf Reducible As Per Code. Ultimate Design Wind Velocity: 140 mph Is Roof to meet UL 90 Requirements?: No Wind Importance Factor,Iw: --- Wind Exposure: C Seismic Criteria: Ss:--- S1:--- Design Sds/SdL --- Analysis Procedure: --- Seis.Imp.Factor,Ie: --- Basic SFRS. --- Seis.Design Cate o : --- Site Class: --- BUILDING-SPECIFIC LOADING INFORMATION: € Roof Dead Collateral Dead Snow Wind Seismic .Bldg...:.........SPS ...........' . isf� Sec(psf € Ct .CS.... Ps(psf) '• Enclosure GCpi.................R...................C.............V.APs)... .. .. ... .... . . .. .. ..... .............. ........... ...... A 3.0 1.0 1.0 --- --- --- Enclosed ±0.18 1111 Mezzanine Information: \\ �� 0, N� //// *Primary Structural Not Included Floor Dead Load: N Floor Collateral Load: ,�..., ""' ' ve Load: N/A Crane Information: .''` \, No cranes on building. * ' No 25 r Roof Top Unit Information `� 3 j� Corey D. Norris, P.E. No roof-top units on building. Q ATE OF 200 Whetstone Road. Swansea, S.C. 29160 Florida P.E. No. 56425 The design of structural members supporting roof gravity loads is controlled by priticai effect of roof live load or roof snow applied in accordance with the governing building code. DESIGN STANDARDS REFERENCED: Design Engineer: Andrew MacMillan •AISC Specification for Structural Steel Buildings-Steel Construction Manual, 14th Edition,©2010. •AISI North-American Specification for the Design of Cold-Formed Steel Structures,Latest Edition. •MBMA Low Rise Building Systems Manual,Latest Edition. •AWS Latest Edition of Structural Welding Code. •IBC codes are designed using the latest version of ASCE 7. •No buyout structural components provided on this project. 6/13113 outlook Print M essag e Fwd: Response to Sunshine State One Call ticket 159300047 Frorn: Lichty Tractor Service (hchtytractorservice@yahoo.com) This sender is in your contact list. Sent: Thu 6/13/13 824 AM To: Erin(erinkhtyghve.com) Print FILE COPY f De ri c 9rwi+flGlRnx.�.+6C:i':+w1F+>vJ:-:..Y aerMY^wWN'iR1f6oY Begin forwarded message: Frorn:irth host(@calisunshine.com Date:June 11, 2013, 1:05:19 PM EDT To:I ichtytractorserviceC@yahoo.com Subject: Response to Sunshine State One Call ticket 159300047 The following facility operators have responded for this locate request: Ticket 159300047 FL: DUVAL ounty, ATLANTIC BEACH City 54 W 13THST CITY OF ATLkNTIC BEACH, FLORIDA - Unmarked- Member does not have accurate information to perform the requested locate - ple se contact the utility for further details per 556.105(7)(a), F.S. TECO PEOPLES GAS JACKSONVILLE - Clear No Facilities JACKSONVILLE ELECTRIC AUTHORITY - UnmarkedPrivately owned facilities on property, contact private facility owner dire ly. SAWYER GAS(602) - ***Response has not been entered*** A T&T/ DISTRIBUTION - Clear NoF cilities COMCAST BLE COMMUNICATIONS INC - Marked https://bayl72.mai I.I i�e.corrm/mai I/Pri ntM essag es.aspx?cpi ds=3fe2fce6-d424-11 e2-900-00215ad801 da,m&i sSafe=true&Fol der ID=00000000-0000-0000-0000-00... 112 rSI 'liT , City of Atlantic Beach JU'N 1 ?-2013 APPLICATION NUMBER Building Department - (To be assigned by the Building Department.) it 800 Seminole Road ":. �� -0 .* =r Atlantic Beach, Florida 32233-544 ' -� Phone(904)247-5826 • Fax(904)247-5845E-mail: building-dept@coab.us Date routed: City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (� cl- De rtment review required Yes No `. // ildip Applicant: f r"/C. ,L„/ca A v Planning &Zoning / C / `// e Administrator Project: �(e� �� J'rf�� 'j'(tC7'Zc�� blic Works is Utilitie /yv(,esF— Public S Fire Services Review fee $ f U Dept S!gnature yQ r Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: �J �w'+►-Q Q � /i`�� BUILDING PLANNING &ZONING Reviewed by: � Date: y TREE ADMIN. ❑App Second Review: roved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by:_ Date: Revised 07/27/10 City of Atlantic Beach - JU-N-1 7 APPLICATION NUMBER j5 Building Department (To be assigned by the Building Department.) Y + 800 Seminole Road Atlantic Beach;.Florida 32233-5445. - Phone(904)247-5826 Fax(904)247-5845 �f l Syi E-mail: building-dept@coab.us Date routed: Ll z I& City web-site: http://www.coab.us- APPLICATION REVIEW AND TRACKING FORM Property Address: �' (� �,� � De rtment review required Yes No Applicant: r"/C; �/_ ��. Planning&Zoning e Administrator Project: A& ,� � ��JJC_AA blic Works > is Utilitie Q` /YV(,cs PublicSae y Fire Services Re A III HE Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B ,( Florida Dept. of Environmental Protection / n G Q Florida Dept. of Transportation St.Johns Rivet Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. E]Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date:- TREE ate:TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. Comments: LIC UTILITIES 4 BE Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 i P-7^F—,Ato ,RTFDJ Ls0 �Ku u � �ep BU. LDING PERMIT APPLICATION JUN 1 9 2013 I'1'Y OT ATLANTic BEACH JUN 19 13 )""D�/� z 900 cminole Road, Atlantic 13cach, FL 32233 - tice(904) 247-5926 Fax (904) 247-5845 BY-_,,.. .loll Address: West13 Street --___ _ Permit Number: __ 4_/ �.._ Legal Description S 1C [1, Atlantic Beach lot 4 Block 49 Parcel# 170786-0000 Floor Area of S .Ft.Valuation of Work $ 50,111111 Proposed Work heated/cooled 0 noxi-heated/cooled 1860 Class of Work(circle one): New Addition Alteration Repair Move I:)emolition pool/spa wit►dowhloor use of existing,/proposed structure(s)(( circle one): Commercial Residential If flu existing;structure,is a fire sprinkler system installed? (Circle one): Yes No N/A Florida Product Approval #__ For multiple products use prodiict approva orm Describe in detail file type of work to be performed: Construction ofnew 1860sf Warehousesteel structure _. Pt'oI erl�'Owner Inf�►rniation: Millie:-.-Del_ic K._I,.,ichly._. —____._._Address_ 910 Paradise Circ(e._.—__—__^__._._ _-----___..__-----_------ City _-Atlantic Beach ---__-___--State_FL Gip 32233 Plione —.---._-- F-Mail or Fax ft (()I)tiorril)-LiclttyU-actorserviceL?yalioo.com _--_-- ------------------------- C:ontractor Information: .k Comj►anv Namc:_V._�C' t'.1�� _ Qualifying Agent: Moll -!.:ZY/ t�J� City c�fae�itate _� It ► _2! t)I'(ice i'honei g(_D32.} Job S'i1e/Contact Number 2 f?a. o�_��—__lax## Slate C'eiliticalion/Itegistt'ation#_ G C 6,5—fe06 7 Architect Narite K Phone#N/A__ —_�__.----- _-___ ------- _------- 17iigincer's Nanie X Photic fl _ Robert K. Phi lli�►s PC 219-8385 lee Simple•Title I Iolcicr Name and Address__N/A ___—.---___._.----..____._----------____.____.--.----.- llon(ing Company Name and Achlress N/A Mortgage lender N;une and Address ppht,atiun is hen-bi,made to Obtain a permit to do ilio work and installations os indiccNed. l certii thrN no nock Or insdt/noun bac conrnrenred prior t .mil,Ince Ofu permiid aid Ilial all work will he performed+o steel ihe-siondardc of all laps regidatinR construction in this irrr•isdiciion. This;permil ber-110 Will raid it u•ur•k is nor c,nnnrenred within.six(6)months, or if constnrciion or►rork is.smc ended or abandoned Jur tI ririod of.ct r 6)Months at unr tittle +rork is cO m enced. /midersland thea separate permits nritst be secured fir-%/ectrienl H ark. P/rrmhin•, Vikir.s, Wells. /'rich, I-nroacec, Boilers. Bet 7onk.c and,fir(irnditioners.ete. WA�ININC: TO OWNER: YOUR FAILURE, TO .RECORD A NOTICE OF COMME,NCII'MENT MAY RESULT IN YOUR PAYING 'TWICE. FOR iMPROVE,MI:N'1' '1'O YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WI'ITLI YOUR 1,KNDI�,R OR AN ATTORNEY BEFORit. RECORDING YOUR NOTICE OF COMMENCEMENT. 1/icir hr,c•rili,that/he ve,earl and e.rnmined this application and knora,the sante to be ince and correct. All prnrisionc Oflairs and Ordinances gm erni+r: rid,, „l a„r6 will he cu nplied with whetherspec(ted herein or not. The granting ol'a rermit does not precrnne to girt, mahority to violate or t,ont,c prnrdciorrc nl arty otter Cdend.st local hart regulating construction or thererforrnnnce Of C-otrmc•tion. Si nau tre of Owi •t ..Si g g _. -- _--_ ___-- --___----__-.— nature of Contractor r 1 tint Nante Uenc....... Print Name..Liclt�............_................................................................................ _... ......�..�.1.`,,.�L......�..t��l...Z.../...��.._... Sworn an(I subs ribtec�l�befiore n►e Sworn to an(I subscribed bc(lore rite y lam- -------- - ='0 this � Day of _4 20 flits . 1)a oF... . . -- -- - --- � _--_. _.-_- ---- - ar 1 ublic. Notary I uhli• y Itcvisccl 1)1.26.10. kpp- "Isv”- MYDRA MEYER =��A; 'o`► ....`e�: OBBIE J JOHNSON ,r, , c Notary Public-State of Floridaftida :+: ,�, � e City of Atlantic Beach APPLICATION NUMBER �S Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 el Phone(904)247-5826 - Fax(904)247-5845 JSl c;� E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1A) X5 77 S DePArtment review required Yes No Applicant: ��/G Lj f' Planning &Zoning CC e Administrator Project: 1p�� d� ✓ter�� ..S�r<<c �[� blic Works o is Utilitie Publi (::]'.ire Services Review fee $ DeptSignature 'm #q,s �ONr��CTd Other Agency Review or Permit Required Review or Receipt Date Ale 7 of Permit Verified By Florida Dept. of Environmental Protection �ss/9 n.1 Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. E(Denied. (Circle one.) Comments: /j, :1N ` 4BUILG PLANNING &ZONING Reviewed by: z22 Date: 6 -17-13 TREE ADMIN. �pp Second Review: roved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: An Date: 7-A-13 FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER (To be assigned by the Building Department.) Building Department � � 800 Seminole Road Atlantic Beach, Florida 32233-5445 / Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: ! City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: A) �� De rtment review required Yes No itdic► Applicant: rG/r/G L1 Planning &Zoning <� �, e Administrator Project: f�C� c�✓ �� 7'r'(�C7'ZC � blic Works o is Utif t es� �tJ aL� f/a Ase Public Sae y Fire Services Review fee $ Dept Signature '' �aNf 6 7Q� Other Agency Review or Permit Required Review or Receipt Date /r of Permit Verified By .j Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers _ Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS _ Reviewing Department First Review: ❑Approved. EdDenied. (Circle one.) Comments: BUILDING O Vl Co✓�eC�'t5 f PLANNING &ZONING Reviewed by: 2JJz-_=2 Date: TREE ADMIN. Second Review: L-_�Ap—proved as revised. ❑Denied. ��J """ PUBLIC WORKS Comments: /''//, //T � �(j �( .(� _l VF� U re PUBLIC UTILITIES (JC.— � 7 2 PUBLIC SAFETY Reviewed by: Date: D� Ot FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 ii* '1:811'A4.7!i#MiPnA`AMA7Y9M!'!�Wf.W IS ohns Rive FILE COPY -1 .. Water Management District - -- Hans G.Tanzler III,Executive Director 4049 Reid Street • P.O.Box 1429 • Palatka,FL 32178-1429 • (386)329-4500 On the Internet at floridaswater.com. REGULATION OF STORMWATER MANAGEMENT SYSTEMS CHAPTER 40C-42, F.A.C. PERMIT NO. 42-031-101308-2 DATE ISSUED: May 24, 2013 A PERMIT AUTHORIZING: Construction of a Stormwater Management System with stormwater treatment by retention for Lichty Commercial Buildings, a 0.47 - acre project to be constructed as per plans received by the District on May 14, 2013. LOCATION: Section(s): 38 Township(s): 2S Range(s): 29E Duval County ISSUED TO: Lichty Tractor Service 910 Paradise Cir Atlantic Beach, FL 32233 This document shall serve as the formal permit for construction and operation of stormwater management system in accordance with Chapter 40C-42, F.A.C., issued by the staff of the St. Johns River Water Management District on May 24, 2013. This permit is subject to the standard limiting conditions and other special conditions approved by the staff. These conditions are enclosed. This permit is a legal document and should be kept with your other important records. The permit requires the submittal of an As-built certification and may require submittal of other documents. All information provided in compliance with permit conditions should be submitted to the District office from which the permit was issued. An As-built certification form is attached. Complete this form within 30 days of completion of construction of the permitted system, including all site work. Upon receipt of the As-built certification, staff will inspect the project site. Once the project is found to be in compliance with all permit requirements, the permit may be converted to its operation phase and responsibility transferred to the operation and maintenance entity in accordance with Chapter 40C-42.028, F.A.C. Permit issuance does not relieve you from the responsibility for obtaining permits from any federal, state, and/or local agencies asserting concurrent jurisdiction over this work. Please note that if dewatering is to occur during any phase of construction or thereafter and the surface water pump(s), wells, or facilities are capable of withdrawing one million gallons of water per day or more, or an average of 100,000 gallons per day or more over a year, and any discharge GOVERNING BOARD Lad Daniels,CHAIRMAN John A.Miklos,VICE CHAIRMAN Douglas C.Bournique,SECRETARY Maryam H.Ghyabi,TREASURER JACKSONVILLE ORLANDO VERO BEACH ORMOND BEACH Douglas Burnett Chuck Drake George W.Robbins Fred N.Roberts,Jr. W.Leonard Wood ST.AUGUSTINE ORLANDO JACKSONVILLE OCALA FERNANDINA BEACH is to be off-site, you must apply for and obtain a Consumptive Use Permit(40C-2) from the District prior to starting the dewatering. Please contact the District if you need additional information or application materials. Permittee agrees to hold and save the St. Johns River Water Management District and its successors harmless from any and all damages, claims, or liabilities which may arise from permit issuance. Said application, including all plans and specifications attached thereto, is by reference made a part thereof. This permit does not convey to permittee any property rights nor any rights of privileges other than those specified herein, nor relieve the permittee from complying with any law, regulation or requirement affecting the rights of other bodies or agencies. All structures and works installed by permittee hereunder shall remain the property of the permittee. This permit may be revoked, modified, or transferred at any time pursuant to the appropriate provisions of Chapter 373, Florida Statutes. In the event you sell your property, the permit will be transferred to the new owner, if we are notified by you within thirty days of the sale. Please assist us in this matter so as to maintain a valid permit for the new property owner. Thank you for your cooperation, and if this office can be of any further assistance to you, please do not hesitate to contact us. By: David Miracle Service Center Director Enclosures: As-built Certification Form Exhibit A cc: District Permit File Agent: Robert K Phillips Robert K Phillips PE 1550 Selva Marina Dr Atlantic Beach, FL 32233 "EXHIBIT A" CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 42-031-101308-2 Lichty Tractor Service DATED MAY 24, 2013 1. This permit for construction will expire five years from the date of issuance unless otherwise specified by a special condition of the permit. 2. Permittee must obtain a permit from the District prior to beginning construction of subsequent phases or any other work associated with this project not specifically authorized by this permit. 3. Before any offsite discharge from the stormwater management system occurs, the retention and detention storage must be excavated to rough grade prior to building construction or placement of impervious surface within the area served by those systems. Adequate measures must be taken to prevent siltation of these treatment systems and control structures during construction or siltation must be removed prior to final grading and stabilization. 4. The permittee must maintain a copy of this permit complete with all conditions, attachments, exhibits, and permit modification in good condition at the construction site. The complete permit must be available for review upon request by District representatives. The permittee shall require the contractor to review the complete permit prior to commencement of the activity authorized by this permit. 5. All activities shall be implemented as set forth in the plans, specifications and performance criteria as approved by this permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall be considered a violation of this permit. 6. District authorized staff, upon proper identification, must be granted permission to enter, inspect and observe the system to insure conformity with the plans and specifications approved by the permit. 7. Prior to and during construction, the permittee shall implement and maintain all erosion and sediment control measures (best management practices) required to retain sediment on-site and to prevent violations of state water quality standards. All practices must be in accordance with the guidelines and specifications in chapter 6 of the Florida Land Development Manual: A Guide to Sound Land and Water Management (Florida Department of Environmental Regulation 1988), which are hereby incorporated by reference, unless a project specific erosion and sediment control plan is approved as part of the permit, in which case the practices must be in accordance with the plan. If site specific conditions require additional measures during any phase of construction or operation to prevent erosion or control sediment, beyond those specified in the erosion and sediment control plan, the permittee shall implement additional best management practices as necessary, in accordance with the specification in chapter 6 of the Florida Land Development Manual: A guide to Sound Land and Water Management (Florida Department of Environmental Regulation 1988). The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. 8. If the permitted system was designed by a registered professional, within 30 days after completion of the stormwater system, the permittee must submit to the District the following: District Form No. 40C-1.181(13) (As built Certification By a Registered Professional), signed and sealed by an appropriated professional registered in the State of Florida, and one (1) set of"As Built" drawings when a) required by a special condition of this permit, b) the professional uses "As Built"drawings to support the As Built Certification, or c) when the completed system substantially differs from permitted plans. This submittal will serve to notify the District staff that the system is ready for inspection and approval. 9. If the permitted system was not designed by a registered professional, within 30 days after completion of the stormwater system, the permittee must submit to the District the following: District Form No. 40C-1.181(14) (As built Certification), signed by the permittee and one (1) set of"As Built" drawings when required by a special condition of this permit, or when the completed system substantially differs from permitted plans. This submittal will serve to notify the District staff that the system is ready for inspection and approval. 10. Stabilization measures shall be initiated for erosion and sediment control on disturbed areas as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no case more than seven (7) days before the construction activity in that portion of the site has temporarily or permanently ceased. 11. Should any other regulatory agency require changes to the permitted system, the permittee shall provide written notification to the District of the Changes prior to implementation so that a determination can be made whether a permit modification is required. 12. Within thirty (30) days after sale or conveyance of the permitted stormwater management system or the real property on which the system is located, the owner in whose name the permit was granted shall notify the District of such change of ownership. Transfer of the permit shall be in accordance with the provisions of section 40C-1.612, F.A.C. All terms and conditions of this permit shall be binding upon the transferee. The permittee transferring the permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to such sale, conveyance or other transfer. 13. The stormwater management system must be completed in accordance with the permitted plans and permit conditions prior to the initiation of the permitted use of site infrastructure. The system must be completed in accordance with the permitted plans and permit conditions prior to transfer of responsibility for operation and maintenance of the stormwater management system to a local government or other responsible entity. 14. The operation phase of the permit shall not become effective until the permittee has submitted the appropriate As-Built Certification Form, the District determines that the system complies with the permitted plans, and the entity approved by the District in accordance with section 40C-42.027, F.A.C., accepts responsibility for operation and maintenance of the system. The permit cannot be transferred to such an approved, responsible operation and maintenance entity until the requirements of section 40C- 42.028, F.A.C., are met, and the operation phase of the permit becomes effective. Following inspection and approval of the permitted system by the District in accordance with section 40C-42.028, F.A.C., the permittee shall request transfer of the permit to the responsible approved operation and maintenance entity, if different from the permittee. Until the permit is transferred pursuant to subsection 40C-42.028 (4) F.A.C., the permittee shall be liable for compliance with the terms of the permit. 15. Prior to lot or unit sales, or upon completion of construction of the system, whichever occurs first, the District must receive the final operation and maintenance document(s) approved by the District and recorded, if the latter is appropriate. For those systems which are proposed to be maintained by county or municipal entities, final operation and maintenance documents must be received by the District when maintenance and operation of the system is accepted by the local government entity, Failure to submit the appropriate final document will result in the permittee remaining personally liable for carrying out maintenance and operation of the permitted system. 16. This permit does not eliminate the necessity to obtain any required federal, state, local and special district authorizations prior to the start of any activity approved by this permit. This permit does not convey to the permittee or create in the permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee, or convey any rights or privileges other than those specified in the permit and Chapter 40C-42.028, F.A.C. 17. The permittee shall hold and save the District harmless from any and all damages, claims, or liabilities which may arise by reason of the activities authorized by the permit or any use of the permitted system. 18. The permittee shall immediately notify the District in writing of any previously submitted information that is later discovered to be inaccurate. 19. Activities approved by this permit shall be conducted in a manner which do not cause violations of state water quality standards. 20. At a minimum, all retention and detention storage areas must be excavated to rough grade prior to building construction or placement of impervious surface within the area to be served by those facilities. To prevent reduction in storage volume and percolation rates, all accumulated sediment must be removed from the storage area prior to final grading and stabilization. 21. All wetland areas or water bodies that are outside the specific limits of construction authorized by this permit must be protected from erosion, siltation, scouring or excess turbidity, and dewatering. 22. Prior to construction, the permittee must clearly designate the limits of construction on- site. The permittee must advise the contractor that any work outside the limits of construction, including clearing, may be a violation of this permit. 23. The operation and maintenance entity shall inspect the stormwater or surface water management system once within two years after the completion of construction and every two years thereafter to determine if the system is functioning as designed and permitted. The operation and maintenance entity must maintain a record of each required inspection, including the date of the inspection, the name, address, and telephone number of the inspector, and whether the system was functioning as designed and permitted, and make such record available for inspection upon request by the District during normal business hours. If at any time the system is not functioning as designed and permitted, then within 14 days the entity shall submit an Exceptions Report to the District, on form number 40C-42.900(6), Exceptions Report for Stormwater Management Systems Out of Compliance. 24. The proposed surface water management system shall be constructed and operated in accordance with the plans received by the District on May 14, 2013. Notice Of Rights 1. A person whose substantial interests are or may be affected has the right to request an administrative hearing by filing a written petition with the St. Johns River Water Management District (District). Pursuant to Chapter 28-106 and Rule 40C-1.1007, Florida Administrative Code, the petition must be filed (received) either by delivery at the office of the District Clerk at District Headquarters, P. O. Box 1429, Palatka Florida 32178-1429 (4049 Reid St., Palatka, FL 32177) or by e-mail with the District Clerk at Clerk(a)sirwmd.com, within twenty-six (26) days of the District depositing the notice of District decision in the mail (for those persons to whom the District mails actual notice), within twenty-one (21) days of the District emailing the notice of District decision (for those persons to whom the District emails actual notice), or within twenty-one (21) days of newspaper publication of the notice of District decision (for those persons to whom the District does not mail or email actual notice). A petition must comply with Sections 120.54(5)(b)4. and 120.569(2)(c), Florida Statutes, and Chapter 28-106, Florida Administrative Code. The District will not accept a petition sent by facsimile (fax), as explained in paragraph no. 4 below. 2. Please be advised that if you wish to dispute this District decision, mediation may be available and that choosing mediation does not affect your right to an administrative hearing. If you wish to request mediation, you must do so in a timely-filed petition. If all parties, including the District, agree to the details of the mediation procedure, in writing, within 10 days after the time period stated in the announcement for election of an administrative remedy under Sections 120.569 and 120.57, Florida Statutes, the time limitations imposed by Sections 120.569 and 120.57, Florida Statutes, shall be tolled to allow mediation of the disputed District decision. The mediation must be concluded within 60 days of the date of the parties' written agreement, or such other timeframe agreed to by the parties in writing. Any mediation agreement must include provisions for selecting a mediator, a statement that each party shall be responsible for paying its pro- rata share of the costs and fees associated with mediation, and the mediating parties' understanding regarding the confidentiality of discussions and documents introduced during mediation. If mediation results in settlement of the administrative dispute, the District will enter a final order consistent with the settlement agreement. If mediation terminates without settlement of the dispute, the District will notify all the parties in writing that the administrative hearing process under Sections 120.569 and 120.57, Florida Statutes, is resumed. Even if a party chooses not to engage in formal mediation, or if formal mediation does not result in a settlement agreement, the District will remain willing to engage in informal settlement discussions. 3. A person whose substantial interests are or may be affected has the right to an informal administrative hearing pursuant to Sections 120.569 and 120.57(2), Florida Statutes, where no material facts are in dispute. A petition for an informal hearing must also comply with the requirements set forth in Rule 28-106.301, Florida Administrative Code. 4. A petition for an administrative hearing is deemed filed upon receipt of the complete petition by the District Clerk at the District Headquarters in Palatka, Florida during the District's regular business hours. The District's regular business hours are 8:00 a.m. — 5:00 p.m., excluding weekends and District holidays. Petitions received by the District Clerk after the District's regular business hours shall be deemed filed as of 8:00 a.m. on the District's next regular business day. The District's acceptance of petitions filed by e- mail is subject to certain conditions set forth in the District's Statement of Agency Organization and Operation (issued pursuant to Rule 28-101.001, Florida Administrative Code), which is available for viewing at florid aswater.com. These conditions include, but are not limited to, the petition being in the form of a PDF or TIFF file and being capable of being stored and printed by the District. Further, pursuant to the District's Statement of Agency Organization and Operation, attempting to file a petition by facsimile is prohibited and shall not constitute filing. 5. Failure to file a petition for an administrative hearing within the requisite timeframe shall constitute a waiver of the right to an administrative hearing. (Rule 28-106.111, Florida Administrative Code). 6. The right to an administrative hearing and the relevant procedures to be followed are governed by Chapter 120, Florida Statutes, Chapter 28-106, Florida Administrative Code, and Rule 40C-1.1007, Florida Administrative Code. Because the administrative hearing process is designed to formulate final agency action, the filing of a petition means the District's final action may be different from the position taken by it in this notice. A person whose substantial interests are or may be affected by the District's final action has the right to become a party to the proceeding, in accordance with the requirements set forth above. 7. Pursuant to Section 120.68, Florida Statutes, a party to the proceeding before the District who is adversely affected by final District action may seek review of the action in the District Court of Appeal by filing a notice of appeal pursuant to Rules 9.110 and 9.190, Florida Rules of Appellate Procedure, within 30 days of the rendering of the final District action. 8. A District action is considered rendered, as referred to in paragraph no. 7 above, after it is signed on behalf of the District and filed by the District Clerk. 9. Failure to observe the relevant timeframes for filing a petition for judicial review as described in paragraph no. 7 above will result in waiver of that right to review. NOR.Decision.DOC.001 Revised 12.7.11 Notice Of Rights CERTIFICATE OF SERVICE I HEREBY CERTIFY that a copy of the foregoing Notice of Rights has been sent by U.S. Mail to: Lichty Tractor Service 910 Paradise Cir Atlantic Beach, FL 32233 At 4:00 p.m. this 24th day of May, 2013. Margaret Daniels, Bureau Chief Bureau of Regulatory Support St. Johns River Water Management District 4049 Reid Street Palatka, FL 32177 (386) 329-4570 Permit Number: 42-031-101308-2 • nx!s+n!�*rT,""'�"'�-�n�c:.r�r'7:�'R'.'7sStin^,tl7P�lwll7' 1 u•.y r5 10 rm n to :—y�_••'�--•• •�••l1uN:lYIYJ•a•YYti,inLJf'.4 ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (00000-0000000 LITCHY COMMERCIAL BUILDING LOT 4 DRAINAGE CALCULATIONS ATLANTIC BEACH, FL PREPARED BY: ROBERT K. PHILLIPS, P.E. 1 550 SELVA MARINE DRIVE ATLANTIC BEACH, FLORIDA 32233 TABLE OF CONTENTS ExecutiveSummary.......................................................................................................................................3 General Site Description and Location......................................................................................................3 Pre-Developed Drainage Information.......................................................................................................3 Post-Dev loped Drainage Information.....................................................................................................3 Design Analysis..................... ..................................................................................................................... SoilInformation ........................................................................................................................................4 WetlandImpacts.......................................................................................................................................4 Pre-Development Analysis............................................................................................................................5 NodalDiagram ..........................................................................................................................................5 Dischargeand Stage Summary .................................................................................................................5 CurveNumberr...........................................................................................................................................6 Timeof Concentration..............................................................................................................................7 PondVolume Calculations........................................................................................................................9 BasinSu imary .......................................................................................................................................10 Post-Development Analysis........................................................................................................................12 NodalDiagram ........................................................................................................................................12 Dischargeand Stage Summary ...............................................................................................................12 Curve Number and Treatment Volume..................................................................................................13 Timeof Concentration............................................................................................................................14 PondVolume Calculations......................................................................................................................15 BasinSummary .......................................................................................................................................16 Recovery Analysis........................ Summa .................................................................................................................................................17 Calculations.............................................................................................................................................18 HEC-HMS GraphicalOutput........................................................................................................................19 SupplementalDocumentation....................................................................................................................34 21 Litchy Commercial Building Lot 4 EXECUTIVE SUMMARY GENERAL SITE DESCRIPTION AND LOCATION The proposed dry retention drainage system is for the Litchy Commercial Building lot 4 located on 13'x' street in Atlantic Beach, less than one mile north of Atlantic Boulevard and west of Mayport road. The existing property is undeveloped land adjacent to several developed commercial properties. Approximately 0.47 acres will be permitted under this application. Proposed within this application is the construction of a single 1,860 square foot (SF) building, a dry retention stormwater management facility (SMF), pavement, and utility construction. Construction shall include site clearing, grading, utility construction, building construction, and the stormwater management facility. PRE-DEVELOPED DRAINAGE INFORMATION Currently the property slopes toward the West 13`x' Street drainage system. The basin "SITE- LOT4" drains north as overland flow and is collected in the City of Jacksonville (COJ) drainage swale within the West 13`x'Street right-of-way (R/W). Included in the proposed design is the modification of the existing dry retention drainage system for the adjacent lots (ERP 42-031-101308-1). The basin "SITE-WEST" drains south into the existing "SWMF-EXST". The runoff in excess of the treatment volume is discharged over a horizontal weir into the CO1 drainage swale within the West 13'h Street R/W. A pre-development drainage analysis has been included with this application to demonstrate that the proposed redevelopment of the subject property will not alter the pre-development discharge rates for the given design storms. POST-DEVELOPED DRAINAGE INFORMATION There is one single drainage basin in the post-developed plan. Basin "SITE-POST" is the contributory area which drains into the proposed "SWMF-POST". The SWF with percolate the treatment volume into the surficial groundwater system and discharge excess rainfall over the existing broad-crested rectangular weir. The dry stormwater retention system proposed will provide stormwater treatment and attenuation for the storm water runoff. Stormwater calculations have been included to show compliance with District design criteria. FEMA FLOOD ZONE This project is not located within a FEMA Zone X area determined to be outside of the 500-year flood plain per FIRM Community-panel number 120075-0001-D. 3 Litchy Commercial Building Lot 4 r TAIL-WATER INFORMATION Tail-water conditions for the outfall are based on the existing elevations for the adjacent roadway elevations, site visits to determine high water levels in adjacent ditches during a period of heavy rain, and/or base floodway elevations from the Flood Insurance Rate Maps, whichever are higher. DESIGN ANALYSIS The drainage calculations for the property provide the required stormwater treatment for online dry retention systems. The online dry retention system and control structure have been designed to provide the required treatment for the respective drainage areas. Stormwater calculations, a pre/post flow analysis, and groundwater retention analysis are included with this submittal. In the following sections, the drainage calculations for the individual basins provide the weighted curve number, time of concentration, and stormwater management facility treatment volume required inclusive of pre/post flow and recovery models. The hydrologic modeling for this system was accomplished using standard SCS runoff procedures and HEC-HMS 3.5 to simulate precipitation-runoff processes. The system has been designed and modeled to provide the required treatment and attenuation for these drainage areas. The control structures have been sized so that discharge rates from each basin during the mean annual and 25-year 24-hour storm events are maintained or reduced from the pre-development conditions. RECOVERY Treatment Volurne recovery is obtained by natural percolation through sandy soils. Calculations for retention basin recovery have been included per Chapter 40C-42, F.A.C. to demonstrate recovery within the District's rule criteria. SOIL INFORMATION Soils information based upon the Duval County Soils Survey issued September 1998 for Soil No. 32 Leon Fine Sands with a Soil Type of"A/D". According to the Natural Resources Conservation Service (NRCS) Technical Report 55 (TR-55), effectively drained type "A/D" shall be modeled as type "A". WETLAND IMPACTS There are no proposed wetland impacts proposed with this application. 4 Litchy Commercial Building Lot 4 PRE-DEVELOPMENT ANALYSIS NODAL DIAGRAM SITE-WEST SWMF-EXST i OUTF-COJ SITE-LOT4 DISCHARGE AND STAGE SUMMARY Comparison F CS 25-YR Pre Post Pre Post OUTF-COJ 0.6 t)_5 14 1.4 Peak Elevation ROT MA 25-YR TOP SWMF-EXST 11.25 12.60 12.90 13.25 SWMF-POST 11.25 12.70 13.10 13.25 5 Litchy Commercial Building Lot 4 r CURVE NUMBER Runoff Curve Number(CN) Basin: SITE-LOT4 SF Area AC Cover Type Soil Type SCS CN % Wgt 5100 0.12 Woods—grass combination (Fair) A 43 100°/ 43 Weighted Curve Number 43 Impervious Area 0°/U Total Site Area 5100 SF Basin: SITE-WEST Area Cover Type Soil Type SCS CN % Wgt SF AC 5049 0.12 Woods—grass combination (Fair) A 43 33% 14.19 10251 0.24 Impervious Area A 98 67% 65.66 Weighted Curve Number 79.85 Impervious Area 67% Total Site Area 15300 SF 6 Litchy Commercial Building Lot 4 TIME OF CONCENTRATION Basin: SITE—LOT4 MINIM Manning's Roughness Coefficient, n 0.13 Flow Length, L(L<300 ft) 200 ft Two-Year 24-hour Rainfall, Pz 5 in Land slope, s 0.500% ft/ft Compute Tt 21.2 min Shallow Concentrated Flow Surface Description (Paved or Unpaved) Flow Length, L ft Watercourse slope, s ft/ft Average Velocity,v ft/s Compute Tt 0.0 min • Cross-sectional Flow Area,A ft Wetted Perimeter, pw ft Hydraulic Radius, r ft Channel Slope, s ft/ft Manning's Roughness Coefficient Velocity ft/s Flow Length, L ft/s Compute T, 0.0 min 7 Litchy Commercial Building Lot 4 Basin: SITE—WEST Manning's Roughness Coefficient, n 0.13 Flow Length, L(L<300ft) 150 ft Two-Year 24-hour Rainfall, PZ 5 in Land slope, s 0.50% ft/ft Compute T, 16.8 min Shallow •. Flow Surface Description (Paved or Unpaved) Flow Length, L ft Watercourse slope, s ft/ft Average Velocity,v ft/s Compute T, 0.0 min ,Channel Flow Cross-sectional Flow Area,A ft2 Wetted Perimeter, p,,, ft Hydraulic Radius, r ft Channel Slope, s ft/ft Manning's Roughness Coefficient Velocity ft/s Flow Length, L ft/s Compute T, 0.0 min g Litchy Commercial Building Lot 4 POND VOLUME CALCULATIONS Elevation-Area-Storage Curves: SWMF—EXST ELEV AREA VOL (FT) (SF) (AC) (AC-FT) 13.25 3,395 0.078 0.101 TOP 12.25 2,152 0.049 0.037 11.25 1,084 0.025 0.000 BOT (per ERP 42-031-101308-1) Flow: Both Type: Broad-Crested Weir Span(in): 8.0 Rise (in): 99 Invert(ft): 12.25 Discharge Coeff: 3.0 Tailwater(ft): 11.25 9 Litchy Commercial Building Lot 4 BASIN SUMMARY 'Pre-Developed Basin Name: SITE-LOT4 Group Name: PRE Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh484 Peaking Fator: 484 Rainfall File: Flmod Storm Duration (hrs): 24 Status: onsite Time of Conc(min): 21.2 Time Shift(hrs): 0 Area(ac): 0.117 Curve Number: 43 DCIA(%): 0 MA 25-YR Time Max (hrs): 12:10 12:11 Flow Max(cfs): 0.2 0.3 Runoff Volume (in): 3.24 5.95 Runoff Volume (ac ft): 0.0 0.1 10Litchy Commercial Building Lot 4 Pre-Developed Scenario: Basin Name: SITE-WEST Group Name: PRE Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh484 Peaking Fator: 484 Rainfall File: Flmod Storm Duration(hrs): 24 Status: onsite Time of Conc(min): 16.8 Time Shift(hrs): 0 Area(ac): 0.351 Curve Number: 80 DCIA(%): 67 MA 25-YR Time Max (hrs): 12:07 12:07 Flow Max (cfs): 0.8 1.5 Runoff Volume (in): 4.29 7.68 Runoff Volume (ac ft): 0.1 0.2 11 Litchy Commercial Building Lot 4 POST-DEVELOPMENT ANALYSIS NODAL DIAGRAM } SITE-POST SWMF-POST UOUTF-COJ(PST) DISCHARGE AND STAGE SUMMARY PeakDischarge Comparison N1'ean gnnual S � ' Pre Post Pre Post OUTF—COJ 0.6 0.5 1.4 1.4 'Peak Elevation(ft),, J1.2J51 YR TOP SWMF—EXST12.60 12.90 13.25 SWMF—POST12.70 13.10 13.25 121 Litchy Commercial Building Lot 4 CURVE NUMBER AND TREATMENT VOLUME Runoff Curve Number(CN) Basin: SITE-POST SF Area AC Cover Type Soil Type SCS CN % Wgt 6936 0.16 Woods—grass combination (Fair) A 43 34% 14.62 13464 0.31 Impervious Area A 98 66% 64.68 Weighted Curve Number 79.3 Impervious Area 66% Total Site Area 20400 SF Treatment Volume: Greater of 0.5 "over the entire site 8S0 CF 1.25 "over the impervious area 1,403 CF For online treatment, 0.5 "over the entire site 850 CF Treatment Volume = 2,253 CF 0.052 ACFT 131 Litchy Commercial Building Lot 4 TIME OF CONCENTRATION Basin: SITE—POST Sheet Flow Manning's Roughness Coefficient, n 0.13 Flow Length, L(L<300ft) 100 ft Two-Year 24-hour Rainfall, PZ 5 in Land slope, s 0.50% ft/ft Compute Tt 12.2 min Shallow Concentrated Flow Surface Description (Paved or Unpaved) Flow Length, L ft Watercourse slope, s ft/ft Average Velocity, v ft/s Compute Tt 0.0 min ',Channel Flow Cross-sectional Flow Area,A ft2 Wetted Perimeter, p,, ft Hydraulic Radius, r ft Channel Slope, s ft/ft Manning's Roughness Coefficient Velocity ft/s Flow Length, L ft/s Compute T, 0.0 min 141 Litchy Commercial Building Lot 4 POND VOLUME CALCULATIONS El evat ion-Are a-Storage Curves: SWMF-POST ELEV AREA VOL (FT) (SF) (ACJ (AC•FT) 13.25 4,500 0.103 0.138 TOP 12.25 3,000 0.069 0.052 11.25 1,500 0.034 0.000 IBOT Treatment Volume Elevation: Treatment Volurne: TV = 0.052 AC•FT Elevation Interpolation: ELTv= 12.25 FT (SAY 12.25 FT) Flow: Both Type: Broad-Crested Weir Span (in): 8.0 Rise (in): 99 Invert(ft): 12.25 Discharge Coeff: 3.0 Tailwater(ft): 11.25 15Litchy Commercial Building Lot 4 BASIN SUMMARY Post-Developed Basin Name: SITE-POST Group Name: PST Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh484 Peaking Fator: 484 Rainfall File: Flmod Storm Duration (hrs): 24 Status: onsite Time of Conc(min): 12.2 Time Shift(hrs): 0 Area(ac): 0.468 Curve Number: 79 DCIA(%): 66 MA 25-YR Time Max (hrs): 12:03 12:03 Flow Max(cfs): 1.2 2.2 Runoff Volume (in): 4.27 7.66 Runoff Volume (acft): 0.2 0.3 161 Litchy Commercial Building Lot 4 RECOVERY ANALYSIS SUMMARY Pursuant to Chapter 40C-42, F.A.C. SIRWMD "Regulation of Stormwater Management Systems", Section 11.3 "Recovery Time"the treatment volume of the proposed retention system shall: 11.3 Recovery Time The retention system must provide the capacity for the appropriate treatment volume of stormwater specified in section 11.2 within 72 hours following a storm event assuming average antecedent moisture conditions. In retention systems,the stormwater is drawn down by natural soil infiltration and dissipation into the ground water table,evaporation, or evapotranspiration, as opposed to underdrain systems which rely on artificial methods like drainage pipes. The proposed stormwater management system meets these rule criteria by reaching recovery within 60.75 hours following the storm event. 171 Litchy Commercial Building Lot 4 CALCULATIONS Retention Basin Recovery Fillable porosity SHGWT Depth f:=0.3 hb:_(11.25-9.5)ft= 1.75ft Saturated vertical conductivity Impermeable Layer Depth kvs:=4• ft 1 1.25- 9.0)ft=2.25ft day Unsaturated vertical conductivity 2 ft kvu 3�kvs =2.667day H':=himp- lith = 0.5h Horizontal conductivity Factor of Safety kH'kvs FS:=2 Check for Lateral Flow: Treatment Volume Depth Soil Saturation Depth by= 12.2.1t- 11.2gt= I ft h„ := f-hb =0.525ft Treatment Volume Vv:=0.051cre•ft If hV>h,,, then lateral flow W11 occur Unsaturated Vertical(Stage One) Flow: Area of the basin bottom: Stage One Infiltration Volume Ab:= 1500ft2 Vu:=Ab•hb•f=0.0181acre•ft Infiltration Rate: Time to Saturate Soil ld:= kvu = 1.333 ft tsat = f hb =9.45hr FS clay ld Saturated Lateral(Stage Two) Flow: Remaining treatment volume Stage One depth VH:=Vv -Vu=0.034acre•ft h 1 := 12.2gt- 12.04't=0.21 ft Avg Saturated Thickness Stage Two depth D:=H'+ hb— = 1.375ft 112:= by -hi =0.79ft 2 III hh + h2=2.54ft MODFLOW groundwater flow parameters(Andreyev and Wiseman 1989): F :_— =0.689 Y hb H'T Stage Two recovery time Total Recovery Time: ft)2 tH:= (12• 2 = 51.295hr notal := 'sat + til= 60.745hr 4-kH-D-Fx ktal <72 hours) 18 Litchy Commercial Building Lot 4 HEC-HMS GRAPHICAL OUTPUT 19 Litchy Commercial Building Lot 4 0 _ o o o 0 O m Q O N � C E cr N W 4 (cli Q Y _ O cr co � N c cr O _O �n N Q =3 F- IM. Lli 0 X O Q Q LL Q C rL O � _] W V N LL �1 � O � O O C � O ; cD O � 0 N N Q a U LL S O � O d E m w cr N C' 117 N C O O � cD t N O 00 CD rt N 0 o I O O O O U (SIO) MO�� C-J O N to J 6i GO CL v t�- O O K i L = rn rn 15 _ o L" LLI � x x N civ v C 1 � Or 4' N N — O Or oll: O O O � 1 cin N � o I V J W F— c N N C/3 o n O .2 O n O 75s w v 1- F- O OW 0 FW-- W u3 u, w w �r rr v v N, NI an an o � � D O O O M M Lcj C'V N � O d O O ' I O O U O U O U O O O O O O (u!) Lj;dad (s;O) -01-A (1j) AGI=:i O7 M clq Cil N cz. O O ----------- - ------ lb Lij -5 E C> Cl CD co U3 (D (D IV � S ti C\l to F= E LJ LLA 66 CC 13C CL- cr- CZ> cm C\j CKS CZ> LL 75 C::, o C3� CIE m C> CD cu iri Cn CU CC Ir UO U3 LL LL o 3: 3- E E -T w W ul cc rr ri_- cr =:o cz� C::� OOC:! N O CD O O OO CD C=> (_LJ-C)V) G6r3AC)IS (SIO) —01--1 o O O LLA CV JE LU cc cr O C\j >< 777777:� C'j C\j co m cn U-1 LL cr o -C C) ------- Cc CJS I ca o O ti cc O C-D ts C:D. W E lu LIJ cc Cc M C'4 O C=> c::) O O O O CD b Cj b O N C, 0 0 ao O O 1 S ai aJ LU w c = x cY ¢1 ¢1 O rr Of C"4 ' 1 to ' o � �t F— J W � o N o cla o C o a I O C> C> 0 0 I J CD ti W W K � x 2 N N 1 1 o O O C7 CJ O O O O O O o O o ' I (ui) c4;daQ (SIO) -01-A O ' O _ S -> J O 55 � o j > a f aNi w N s LU a Q QNI VI O g g � c c +' _ O OC __ � r C O W Cn <7 n c� Q ct? Aa 17-7 15 I W w � tY 2 2 v v NI NI U NU Mp V GO b] 00 Imo- CD t!3 -t- M N r O p O O U O O O 00 O O O 6 O O O O 6 O ' I COCR <t Cl! O O O O C, C0 LLM o E 0, CD U3 (J3 C\j CP C?? ,E5 o E E .- ------- D- LLI LU cc rr 73 m: CZ> or C, CD C:> NCM. co cz� LY u. cn cc C16o C3 C/3 U3 W E E -D _a> LLJ w cc cr :I-_ DE cx: cc cl� C-'3 C:�C\j O W r— 1:0 in �m C=� Oc::! C=� O CD O O c::> c=> C:) c::, c=i c::> CD lz:l O O O c7 O (1A-OV) abe-jolS (sio) Moi j- 0 -- 0 0 N i _O o O r cc cn O d cr Z v _ NI C C •~ I N O n N O C � N � V� Q. �7 0 U H O � o Y C C/3 I 3 o 0 o o r h CD cc fz U3 d O LL U 0 S o c W m 2 N I Q c O � O � N O O I O O O O O O O (SIO) -01- 3 cn _ 6 co 0 N O J n 3 O 666 m N N V1 C) C.. C] i d Q N O L" w _ fk� cr c x = � v v ¢1 QI o � � "- o C7> N — -- – ---- ---- -_ - O ' 1 O(C N o � C) CL CP c� C 0 cc .a .n 0 0 O .2 c� O f � CC N N Or µdwl 0 w w � lr N N 1 1 O � OO O O O O N O O CO tt N O O O O O O O O O I I (u!) y;daa (s;o) nno� (11) A01=1 00 <0N O 01 ti LD M Cli c::> O — CZ> O C::, O cx_ co C3 (D L1 C�- t7: E E iii LLJ LIJ m cc cli cr CC CD CIJ C= ca LL- CJS o o CC C=> CAD C/3 5 75 cD a, U3 C/3 C3 C3 C/3 C/3 C13 O -W E E -q? w LLJ LLJ cc cc CP 6] Ca r— CD LQ M N CD --zk N C=! OC! <a> O cz:;, C=> O O C::> C=, O O O <=o C:., cz:x O O c=; O (-L-A-ov) a6OA04S (sio) Moles SUPPLEMENTAL DOCUMENTATION 341 Litchy Commercial Building Lot 4 U.6 IIEP I"[OF AGINUMUNE UAIURM fibNWICEa CIk16ERVAICM UAW& Y-Wear 2114a1t Yalafall(YIrYr) r i 26 20 b 9.0 ] t � j 4f5 1 � 50 f 60 L5 2.6 ,0 2.5 - 6.5 6.0 5.5 S- 6.0 IlraaiWrr MeiiVlr•i••bA-A 5-0 60 5.5 1.0 5 • Ia arts 6.0 Ai—Eq dA—Pynam U.S.OEPAMIMEMI OF AO WWOUOE MAWRAL NE6UUMCEB COMSEAVAIION 6ENVICE R&YOM. 21-IkMr Makitaku(bu*—) z 18 SS 1 I ` 5 _ — 1 �- —.36 j IL sE�11AJ-1-- �1 �i 1 a 1 2 11 L' la 10 N.YW-6- 10` - -----Il.i,ui..1e•eraw 11 10 �At—EV WA—ftW 3� Litchy Commercial Building Lot 4 Litchy Commercial Building Lot 4 Hydrology Simulations 25-VR Flmod 8.5 inches) MA FL Mod Storm(5.0 inches) Time 7,o1a1 1= Tlm€ Total I= 0.0 0.0000 0.0510 0.0 0.0000 0.0300 0.5 0.0510 0.0510 0.5 0.0300 0.0300 1.0 0.1020 0.0595 1.0 0.0600 0.0350 1.5 0.1615 0.0510 1.5 0.0950 0.0300 2.0 0.2125 0.0595 2.0 0.1250 0.0350 2.5 0.2720 0.0595 2.S 0.1600 0.0350 3.0 0.3315 0.0680 3.0 0.1950 0.0400 3.5 0.3995 0.0595 3.5 0.2350 0.0350 4.0 0.4590 0.0680 4.0 0.2700 0.0400 4.5 0.5270 0.0765 4.5 0.3100 0.0450 5.0 0.6035 0.0765 5.0 0.3550 0.0450 5.5 0.6800 0.0765 5.5 0.4000 0.0450 6.0 0.7565 0.0850 6.0 0.4450 0.0500 6.5 0.8415 0.0935 6.5 0.4950 0.0550 7.0 0.9350 0.1020 7.0 0.5500 0.0600 7.5 1.0370 0.1020 7.5 0.6100 0.0600 8.0 1.1390 0.1190 8.0 0.6700 0.0700 8.5 1.2580 0.1360 8.5 0.7400 0.0800 9.0 1.3940 0.1445 9.0 0.8200 0.0850 9.5 1.5385 0.1700 9.5 0.9050 0.1000 10.0 1.7085 0.2125 10.0 1.0050 0.1250 10.5 1.9210 0.2720 10.5 1.1300 0.1600 11.0 2.1930 0.4250 11.0 1.2900 0.2500 11.5 2.6180 2.5415 11.5 1.5400 1.4950 12.0 5.1595 0.9520 12.0 3.0350 0.5600 12.5 6.1115 0.3230 12.5 3.5950 0.1900 13.0 6.4345 0.2380 13.0 3.7850 0.1400 13.5 6.6725 0.1870 13.5 3.9250 0.1100 14.0 6.8595 0.1615 14.0 4.0350 0.0950 14.5 7.0210 0.1360 14.5 4.1300 0.0800 15.0 7.1570 0.1275 15.0 4.2100 0.0750 15.5 7.2845 0.1105 15.5 4.2850 0.0650 16.0 7.3950 0.1020 16.0 4.3500 0.0600 16.5 7.4970 0.0935 16.5 4.4100 0.0550 17.0 7.5905 0.0935 17.0 4.4650 0.0550 17.5 7.6840 0.0765 17.5 4.5200 0.0450 18.0 7.7605 0.0850 18.0 4.5650 0.0500 18.5 7.8455 0.0680 18.5 4.6150 0.0400 19.0 7.9135 0.0765 19.0 4.6550 0.0450 19.5 7.9900 0.0680 19.5 4.7000 0.0400 20.0 8.0580 0.0595 20.0 4.7400 0.0350 20.5 8.1175 0.0595 20.5 4.7750 0.0350 21.0 8.1770 0.0595 21.0 4.8100 0.0350 21.5 8.2365 0.0595 21.S 4.8450 0.0350 22.0 8.2960 0.0595 22.0 4.8800 0.0350 22.5 8.3555 0.0510 22.5 4.9150 0.0300 23.0 8.4065 0.0510 23.0 4.9450 0.0300 23.5 8.4575 0.0425 23.5 4.9750 0.0250 24.0 8.5000 0.0000 24.0 5.0000 0.0000 361 Litchy Commercial Building Lot 4 0 u a c c a «w EE o v9 O O Li. W O o�«w 1° M W F.. UE1� H N V b c°fu W W U _� i colo ui IIIII' L °4i W W Z ^ LU z o�—e ��- g g '� sEtjo� yy m o U w OAC -� F E E u LA LAJ J W 00 u x ca � S0 o O 19221 rax X CL m o ® _ °,u o C p D u E wmE3w W° Q SARGD ROAD IONVUJ Y ° v ROAD Q Q s C, <Y -' a v SKATE w N w 2 ca a ILL CD car"il J d Q ROAD ZU) NAUTILUS J ° DRIVEWAY C) SAILFISH a CID Qj ko v W Co ¢ CO h co � O � Co Qj 411 ,H3 CID 13-101A O �� co x W w �; o �o r � o � N o O N O O t+f 086 see OLS see 090 see 0489566 Oe9 see OZ9 See .LS.VZ as � .LS.4Z.18 $ � V 4 t; E �(4� tkl• .. v U - O Cl m O m cD m LL O NLn LL'O v rrlO^� t sd t ti M x 3N, d�a x N f in Q Q O C� O CN N N $ N N O O oO' O Q Q Z�C .A.SZ.18 t.sz.l9 098SsfE OL6Ssee 068S94:e OSSSSee 009 see oE6Ssee OZSSSEC M o 0 0 N pN M O Custom Soil Resource Report Duval County, Florida 32—Leon fine sand, 0 to 2 percent slopes Map Unit Setting Landscape:Coastal plains Elevation:0 to 150 feet Mean annual precipitation:48 to 56 inches Mean annual air temperature:64 to 72 degrees F Frost-free period: 263 to 293 days Map Unit Composition Leon and similar soils: 92 percent Minor components: 8 percent Description of Leon Setting Landform: Flats on marine terraces Landform position (three-dimensional):Talf Down-slope shape: Convex Across-slope shape: Linear Parent material: Sandy marine deposits Properties and qualities Slope:0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Poorly drained Capacity of the rnost limiting layer to transmit water(Ksat): Moderately low to high (0.06 to 2.00 in/hr) Depth to water table:About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity: Nonsaline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum:4.0 Available water capacity: High (about 9.6 inches) Interpretive groups Farmland classification. Not prime farmland Land capability(nonirrigated):4w Hydrologic Soil Group:A/D Typical profile 0 to 8 inches: Fine sand 8 to 18 inches: Fine sand 18 to 37 inches: Fine sand 37 to 45 inches. Fine sand 45 to 80 inches: Fine sand Minor Components Lynn haven Percent of map unit: 2 percent Landform: Flats on marine terraces Landform position (three-dimensional):Talf Down-slope shape: Linear 10 i Custom Soil Resource Report Across-slope shape:Linear Pottsburg, high Percent of map unit:2 percent Landform:Rises on marine terraces, knolls on marine terraces Landform position (three-dimensional):Talf Down-slope shape:Convex Across-slope shape: Linear Evergreen Percent of map unit:2 percent Landform:Depressions on marine terraces Landform position(three-dimensional): Dip Down-slope shape:Concave Across-slope shape:Concave Sapelo Percent of map unit: 1 percent Landform:Flats on marine terraces Landform position(three-dimensional):Talf Down-slope shape:Convex Across-slope shape:Linear Wesconnett Percent of map unit: 1 percent Landform:Depressions on marine terraces Landform position(three-dimensional):Dip Down-slope shape:Concave Across-slope shape:Concave 11 ••Y !q 1A4 , r r • Ir PA I t_. iFi.f�M5 t 'YI ° �kHi. ,,,.n• ,t o+;�+ vrfi toit zz �.a � e � -+•.�,,, _ '� jar .�� +. v. yyy7 .`i1 i UNITED BTATEU S y IACNW)RVWts REA(N UUARRAMI.R UYJ'ARTYkJR Of Tk IRThey k10R ULOWGICAL EURVi �,H'y M Y.•n.. .O WIWIC 1fk En( RAF bl luFa) ItIG) n,a v , ��1 � _ iu ,�a •',I j _ u � _�y�/I f ..iii•- , � �+T SA`� Y . s- �. •S A.I 1� t2 i 1 IL F ti .,i r..wawww s+., la cw pf G. 4LKa R:laorA A+ GoLe A.�.yor j �'`E•. _ _ _ auw,uiva `i� w.irW h� J W�w�IW.I�++MCY`�.tia i�' �•� )A('.RRORVIIIE hFAf 11,FI.A. q 'tlY.l{A mwPbdn..wla aau-�l:;hL.�inaa.ir l+n,Y r� � '...r.'� ern.uuww airru N...r ar•r••�.e..a.w..a.raa uulaa ae Wa - 4Abr wJ.� WA Nw�A®aanui�a`auua�ut•.iA Wa0�y6�ui.0 lSiiw wui.Y :.w,w.a iJ.�.i.W J-:a.,.. Wa"A�iA�na,d A+ii�Wa AN WaYan awieNa �.+i�vJ lraww..uia"A'i'.w., rr....na•ru.r.., � � a ••°•^^• NVId lOM1N00 NOISOM3 V A3Amns Od01 -- _ —`°= . .. 11, VaIVOld HOV39 311�1V�1V ip �i�► JJ sdllllNJ N 1ja4�H 193M 133M1S Hl£L v 101 Maims ivomawW0o Amon u �e U 13TH S9'REE'" _ WE 13915 _�1R Ei _r• ___ _ __-_�__ - __ Je I � a L 5 d � e1 R 13TH S9myr - _WES� _ _ r Q 3 J I Q �I,c>� t b r� IP b rn 1 4 • _-�- �f•iiii i.i ii Y,� Y\ �S � W .gyp � � ' I y .+--- �— �'•�Lr�1 r— s y 1 . win.•. � _.. ,� •s -- — ' l3U151LLf1 �3N --'------- ---._.-. —Z'.+T3��dLEj IY i CA m - r --- - - � .i 13�N1S Hlf 1 Is3M ---- --- S9�EI[3 EIGHTY COMMERICAL BUILDING l +� LOT 4 131H STREET WEST Robe - { $9 Y Robert K.PhlUlps,PE — -- — ------ -— ut 4 0 A7LA1371C BEACH.FLORIDA u 9 TOPO SUNV@V i EROSION CONTROL PLAN - - ------- Robert K. Phillips, PE Civil/Environmental E'ngineering July 5, 2013 Re: Fire Flow Hydrant Test: City of Atlantic Beach, Public Utilities, Chris Walker, performed a fire hydrant test for a new commercial building to be located on Lot 4, West 13th Street, Atlantic Beach, FL with the following results: Test Date: July 3, 2013 Flow Hydrant Location: Northwest corner of the intersection of Mayport Rd. and W. 13th Street. Static Residual Hydrant Location: Northwest corner of intersection of Mayport Rd and W. 14th Street. Number of ports 1 Diameter of ports (inch) 2.5 Pitot Pressure (psi) 39 Static Pressure (psi) 50 Residual Pressure (psi) 38 The following computational results based on the above variables and NFPA section 291 (2002 edition) are as follows: Flow at Test (gpm): 1,054 Flow at 20 psi (gpm) 1,728 If you have any question, or if I can provide any additional inforrrl; iclWNpl�� e call me at your convenience at 219-8385. �e*°�p��•,K; Si cer I ••s' o aaa^f STATE OF 41, �1J obe K. *�'e' pg Attachments\ 1550 Selva Marina Drive • Atlantic Beach • Florida • 32233 Phillips, Robert K. From: Kaluzniak, Donna [dkaluzniak@coab.us] Sent: Monday, July 08, 2013 10:54 AM To: Phillips, Robert K. Subject: FW: W13th and M<ayport Rd hydrant flow test Bob, here are the readings—thanks, Donna From: Walker, Chris Sent: Wednesday, July 03, 2013 3:25 PM To: Kaluzniak, Donna Subject: W13th and M<ayport Rd hydrant flow test Here are the results from the hydrant flow test . Date 7/03/13 Time: 2:30 pm Static pressure was 50 psi Residual pressure was 38 psi GPM—1050 1 , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ..;.. . . . ATLANTIC BEACH, FL 32233 � INSPECTION PHONE LINE 247-5814 4Ji31�� Application Number . . . . . 13-00002892 Date 7/17/13 Property Address . . . . . . 50 W 13TH ST Application type description COMMERCIAL NEW CONSTRUCTION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 50000 ---------------------------------------------------------------------------- Application desc NEW WAREHOUSE STEEL STRUCTURE 1860 SF ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LICHTY DERIC K & ERIN E VICTORY HOMES & DEVELOPMENT 910 PARADISE CIR 20 SOUTH ROSCOE BLVD ATLANTIC BEACH FL 32233 PONTE VEDRA BEACH FL 32082 (904) 384-0783 --- Structure Information 000 000 1860 SF STEEL WAREHOUSE Construction Type . . . . . TYPE I-A Occupancy Type . . . . . . BUSINESS Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . ADVANTAGE PLUMBING Permit Fee . . . . 69 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/13/14 ---------------------------------------------------------------------------- Special Notes and Comments NO SEWER OR WATER FEES PER DK AND MG Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. (Commercial driveways 6" thick) PERMIT IsRm&bV£irO$D]on AWCOMU ISE WMWU ,STVnWXTIJAR TI�lkgk4a kI b&A4kVd AND THE FLORIDA BUILDING CODES. i :C, % CITY OF ATLANTIC BEACH ,� r) 800 SEMINOLE ROAD 1 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SA Page 2 Application Number . . . . . 13-00002892 Date 7/17/13 ---------------------------------------------------------------------------- Special Notes and Comments approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, FLORIDA FIRE PREVENTION CODE 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 2 . 00 STATE PLBG DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 69 . 00 69 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 73 . 00 73 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax(904) 247-5845 JOB ADDRESS: f� l:�J ,/J 7N S j PERMIT NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet 1 Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory �_ Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well **SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name ki R P /-; 7<z-A ke Phone Number Plumbing Company L ,L 1hQ'b)MZX E 140MR1 Office Phone/,A'-/7- 16 GX�Faxa`/7-G6Vl Co. Address: City JD, State �L Zip License Holder (Print): E State Ce 'f at ion/Registration# Notarized Signature of License Holder Sworn and subsc ' ed ore e s of 20 Signature of Notary Public NOTICE OF COMMENCEMENT Permit No. 3 (PREPARE IN DUPLICATE) � � State of r'dC /. Tax Folio No. County of__!7✓v a To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following Information is stated In this NOTICE OF COMMENCEMENT. /I- �/ /� Legal description of props being improved: �^ �-G` 7 �` 4jV, �c/- 5e- . l7•/Qia'itL ��Ic�'1 Address of of property being improved: General description of improvements: 6,01j�/z;ef Jxk.' AvIIAl/n Owner___ -rz Address_ 9/C? Owner's interest in site of the improvement Fee Simple Titleholder(if other than owner) Name Address ContractorL O f Address // Sc;�•.r �PS4� �/ ^�- Phone No. �e0 3Z 37 Fax No. ?D Surety(if any) Address Amount of bond$ Phone No. Fax No._ Doc#2013182988,OR BK 16454 Page 1442, Name and address of any person making a loan for the construction Number Pages: 1 Name Recorded 0;/16,'2013 at 11:10 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL Address COUNTY Phone No. Fax No. RECORDING$10.00 Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: 1 Name r yj e I G ,?7— Address_ 9/0 Pl+t i 11sr . t S /< phone No. C�G L/- Z� s$'S/ Fax No. Y41��7 In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY -� OWNER � �✓� 7 Signed '.' :.. ? DATE Before me this day of In the •��pr pie„ C my of Duval,t�$.fit k forida,hes p onally appeared �1 `� LJ0- —��` herein by OBBIE J JOHNSON himself/herself and affirms that all s atements and declarations herein aT; MY COMMISSION �-FF00.1282 are t nd ac EXPIRES A ri; 140%1398.0153 P 3.2017 Floridallotarygen,iCe com otary Public at Large,Slate of County of My commission expires:- _/2 Personal! Known ro u e Identification_F r p` L 2- Q. Q moor S v CITY OF ATLANTIC BEACH � is1 s 800 SEMINOLE ROAD ;y ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002892 Date 10/21/13 Property Address . . . . . . 50 W 13TH ST Application type description COMMERCIAL NEW CONSTRUCTION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 50000 ----------------------------------------------- Application desc NEW WAREHOUSE STEEL STRUCTURE 1860 SF ------------------------------------------------ Owner Contractor - ------------------------ ----------------------- LICHTY DERIC K & ERIN E VICTORY HOMES & DEVELOPMENT 910 PARADISE CIR 20 SOUTH ROSCOE BLVD ATLANTIC BEACH FL 32233 PONTE VEDRA BEACH FL 32082 (904) 384-0783 --- Structure Information 000 000 1860 SF STEEL WAREHOUSE Construction Type . . . . . TYPE I-A Occupancy Type . . . . . . BUSINESS Flood Zone ZONE ------------------- ----- - -------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . STEWART ELECTRICAL . 00 Permit Fee 74 . 20 Plan Check Fee . Issue Date . . . Valuation 0 Expiration Date . . 4/19/14 ------------------------------------------ Special Notes and Comments NO SEWER OR WATER FEES PER DK AND MG Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. (Commercial driveways 6" thick) n� PERMIT ISFXV"VfW®qL�i� AW Rt"E 'S L?C�II�� it`3i'QiZD A`�CES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH ` 111 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00002892 Date 10/21/13 ---------------------------------------------- Special Notes and Comments approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, FLORIDA FIRE PREVENTION CODE 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ------------------------------- Other Fees . _ STATE ELEC DCA SURCHARGE 2 . 00 STATE ELEC DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- Permit Fee Total 74 . 20 74 . 20 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 78 . 20 78 . 20 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach,FL 32233 Ph(904)247-5826 Fax(904) 247-5845 5'0 � ( �,t� -IST, PERMIT# tos ADDRESS: 4 : ?, ,2g 9 �- IEA INFORMATION REQUIRED ON ALL PERMITS AMPS _VOLTS PHASE VALUE OF WORK$ Underground ❑T Underground up Pole NEW SERVICE ❑ (hrerhead F-11 ❑Residential(Main)Service ❑151-200amps ❑ amps #of Meters ❑0-100 amps ❑101-150amps ❑Commercial(Main)Service ❑151-200amps ❑ amps Conductor Type OCT Service amps ❑0-100 amps O101-150amps Size ❑Multi-Family(Main)Service ❑ cps #of Unit Meters u0-100 amps ❑101-150amps ❑151-200amps 0- amps Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURESS,,PSC •) OCT Service APs ❑100 amps ❑150amps p BUILD-OUTS,ACCESSORY STRUCTURES,ETC. ADDITIONS,REMODELS, REPAIRS, 31-100amps 1 101-200amps Outlets/Switches: 14 0-30amps 31-31 s 101-200amps Appliances: - 0-30amps p A/C Circuits: 0-60amps 61-100amps Heat Circuits: - # circuits @ kw Number of Lighting Outlets, Including Fixtures: 18 OTHER ELECTRICAL PROJECTS ctors_Qty ❑Transformers_________.KVA ❑Motors hp ❑Swimming Pool ❑ Sign ❑Smoke Dete FIRE ALARM SYSTEM (Requires 3 sets of plans&Fire Alarm Checklist) VALUE OF WORK$ Qty volts/amps REpAIRS/NIISCELLANEOUS r Can ❑Safety Inspection ❑Panel Change ❑OH to U ❑Replace Burnt/Damaged Mete :]other: at I this work will be complied with whether Permit becomes void if work does not commence within a six monprovisions rovis ons of laws and ordinances goveoned rning for six months. I here�e-certify of e read this application and know the same to au true and correct. e p specified or not The permit does not give authority to violate the provisions of any other state or local law regulation construction o performance construction. �0 y - 813 9373 G 6T Phone Number Property Owners Name R C LJ L/Olo -16'.02 - Office Office Phone Zo'? l 3� Fax Electrical Company ( � C-,16 State L Zip ��oy �o �� City Co.Address: pyo 112q License Holder (Print): BA RR Wo o b w J,Q U State Certification/Registration# Notarized Signature of License Holder 20[7 oda of l3 Sworn and subscn ed before me •4 Notary Public State of Florida jrahn �� My Commission EE03W3 Signature of Notary Public horn) Expires 10126/2014 St. Johns Rive. Water Management District Hans G.Tanzler III,Executive Director• David Miracle,Jacl=nrville Service Center Director 7775 Baymeadows Way • itie 102 • Jacksonville,FL 32256 • (904)730-6270 • Fax(904)730-6292 On the Internet at floridaswater.com. February 05,2014 O Robert K Phillips PE F �� 1550 Selva Marina Dr r 4! Atlantic Beach FL 32233 USA By '?'911 Re: Lichty Commercial Buildings Permit No.42-031-101308-2 Item No. 1231040 (Please reference these permit and item numbers.) Dear Mr.Phillips: On January 29,2014,the St.Johns River Water Management District(District)received an as-built certification from you,for the above-referenced permit. District staff performed a site inspection on February 3,2014. Based on that site inspection and a review of the submitted information,the surface water management system complies with the permitted plans.This information will be included in the permit file. Please remember that this letter of conformance applies only to the requirements of the District and does not apply to the permit requirements of other agencies. If you have any questions,or require any additional information,please contact me at(904)448-7919 or dlovell@sjrwmd.com. Sincerely, ID1X Qom• Kenneth Lovell,Compliance Coordinator ------ G O V IER N I N G BOARD ---------------- John A.Miklos.CHAIRMAN Maryam H.Ghyabi.vicE CHAIRMAN Fred N.Roberts,Jr..SECRETARY George W.Robbins,TREASURER ORLANDO ORMOND BEACH OCALA JACKSONVILLE Douglas C.Bournique Douglas Burnett Lad Daniels Chuck Drake W.Leonard Wood VERO BEACH ST.AUGUSTINE JACKSONVILLE ORLANDO FERNANDINA BEACH CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 11/14/13 Parcel Number . . . . . 170786-0000- - Property Address . . . 50 W 13TH ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . LOT 4 , BLOCK 49, SEC H ATL BCH Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . LICHTY DERIC K & ERIN E Contractor . . . . . . VICTORY HOMES & DEVELOPMENT 904 384-0783 Application number 13-00002892 000 000 Description of Work COMMERCIAL NEW CONSTRUCTION Construction type . . . TYPE I-A Occupancy type . . . . BUSINESS Flood Zone . . . . . . ZONE X Approved Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL MAP SHOWING BOUNDARY SURVEY OF LOT 4, BLOCK 49 AS SHOWN ON MAP OF SECTION "H", ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LEGEND NOTES: • FOUND 1/2" IRON (LB 6715), UNLESS NOTED 1. NORTH ARROW SHOWN HEREON IS APPROXIMATE AND FOR PICTORIAL o SET 1/2" IRON (LB 1704) PURPOSES ONLY. TRUE NORTH MAY VARY. CH CHORD DISTANCE 2. THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD R RADIUS ZONE "X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, L ARC LENGTH COMMUNITY PANEL NO. 120077-0408H, DATED JUNE 3, 2013. PC POINT OF CURVATURE 3. ELEVATION SHOWN THUS: (13.64) REFERS TO NATIONAL GEODETIC PT POINT OF TANGENCY VERTICAL DATUM OF 1929 (NGVD 29). PRC POINT OF REVERSE CURVATURE 4. REFERENCE BENCH MARK IS X—CUT ON SOUTH END OF CATCH BASIN R/W RIGHT OF WAY AT NORTHWEST CORNER OF WEST 9TH STREET & ORCHID STREET PER O.R. OFFICIAL RECORDS BOOK OR VOLUME PREVIOUS SURVEY BY THIS FIRM. ELEVATION 11.12 (NGVD 29) FFE FINISH FLOOR ELEVATION 5. DISTANCES SHOWN THUS: (PLAT) REFER TO ABOVE MENTIONED PLAT BOOK 18, PAGE 34. DISTANCES SHOWN THUS: (M) REFER TO ACTUAL FIELD MEASUREMENTS OR COMPUTATIONS THEREFROM. Sr 13� DER CCERTIFIED HN \ ' S�FFT SO 30• 50, T C. A�yQF�F S . 'Or f^'7' o h5 16 C4&110 ` A- 00. 4) '`n/� a Ao ,a \��B � 9 6- T 00' OO h" D ' Q .• c) "Ci iV z ,j, 0 .so . �N 4 �V UNF c0 64 oCk 48 / SO so.(P4.4,-) o l •3op rer'�r M\ Nop t/"p4J 'Cgv l COT 4 \ ,# O 6 •/'?01V F� BOCK 04 \'V�' '48 s No 48 \y� e4OcK 48 1 HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ?ACCORDANCE WITH CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORICA STATUTES), AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUB E T PROPERTY EXCEPT AS SHOWN. (`,j_ARSON AND ASSOCIATES, INC. �► SURVEYED: NOVEMBER 18, 2013 PROFESSIONAL SURVEYORS & MAPPERS 1643 NALDO AVE JACKSONVILLE, FL., 32207 SCALE: 1"=20' (904) 396 2623 LBO. 1704 A FIELD BOOK: 880 PAGE: 21 R SURVEYOR NO. 449, FLORIDA FIELD BOOK: PAGE: JOSE A. HILL JR. SURVEY NOT VALID WITHOUT EMBOSSED SURVEYOR'S SEAL C:\DWG\A—Lots\Duval_County\AtlanticBeach—SectionH\LOT-4—BLK-49—BDY.dwg\C �}� 9 �(DE NADER'S PEST RAIDERS, INC. www.NadersPestRaiders.com .Jacksonville Palm Coast Home Office: ASST IiAIl)E�� (904)223-4255 (386)447-PEST 10066 Sawgrass Drive West P.O.Box 3399 1008 Beech St. Park Pante V 904)285-W91 32082 Ponte BeaERSch. FL 200337799 Fernandina277-0090 7Beach.090 32034 (904)940-PEST (904)Orange.Augustine 2-6601 Notice Of Subterranean Termite Treatment This property was treated as required by law by Nader's Pest Raiders, Inc. and is protected against subterranean termites and associated damage up to $350,000,00. The bond is to be renewed annually and an annual inspection to be preformed after the renewal premium is paid to continue your protection another year. Date of application: Chemical used: Amount applied: Applicator: Square footage: l� Linear footage: County law prohibits removal of this notice. Please contact us for all of your pest control needs. Multiple Service Discounts Lot Block Subdivision Physical Address D`u t:5 77,/ �� S