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1755 BEACH AVE - POOL PERMIT i MEM CITY OF ATLANTIC BEACH • tt� 800 SEMINOLE ROAD 15 V ATLANTIC BEACH, FL 32233 >%' INSPECTION PHONE LINE 247-5814 SWIMMING POOL - SWIMMING POOL RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: 17-POOL-3822-01 Description: inground swimming pool Estimated Value: 40000 Issue Date: 7/24/2017 Expiration Date: 1/20/2018 PROPERTY ADDRESS: Address: 1755 BEACH AVE RE Number: 169672 0000 PROPERTY OWNER: Name: Jeffrey D Swanson Address: 1755 Beach AVE ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: 4 Address: Phone: Name: SCOTTS POOL SERVICE INC Address: 10549 BURRIS DR JOHNNIE EDWARD POLLARD JACKSONVILLE, FL 32225 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. (------ i 0,\11rl City of Atlantic Beach APPLICATION NUMBER s� Building Department (To be assigned by the Building Department.) 800 Seminole Road _I �7POOL _�S�� Atlantic Beach, Florida 32233-5445 (( Phone (904)247-5826 - Fax (904) 247-5845 a 't/.9;;iq - E-mail: building-dept@coab.us Date routed: /z4 /1 7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 755 4Fz4.Ae-t4 P VE Department review required Yes - No /Buildin �/ Applicant: CO`C7S POoL Svi ee PPn�ning &Zoning rT ee A mm ator Project: I k.)G ©U K.)D POO C .- blic Work iblic Utilitie) Public Safety Fire Services Review fee $ Dept Signature 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: )PPLJGATION STATUS Reviewing Department ttr eview: approved. a 9enied. (Circle one. �omrren s: UILD N `'4 ictrkc-AAi- `,O IA NIe,..4 T'f6-1.1(.Z PLANNING &ZONING Reviewed by: ni ".. Date: 5 '/d 17 TREE ADMIN. Second Review: X.pproved as revised. ❑Deni d. PUBLIC WORKS Comments: PUBLIC UTILITIES y Reviewed by: rnDate: 5-.--(95-.--(94/17 PUBLIC SAFETY FIRE SERVICES Third Review: Approved as revised. Denied. Comments: Reviewed by: Date: 11 Revised 05/14/09 Building Permit Application J •4 •�i1 ..•>`i City of Atlantic Beach FILE COPY 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247.5826 Fax:(904)247-5845 • Job Address: 1755 Beach Ave,Atlantic Beata, FL Permit Number: Legal Description 15-10 09-2S-29E.240-N ATLANTIC BEACH UNIT NO 1 Lot 32 RE# 169672-0000 _._.. Valuation of Work(Replacement Cost)$ 30/ GOD Heated/Cooled SF_ Non-Heated/Cooled • Class of Work(Circle one): New Addition. Alteration Repair Move Demo Endow/Door • Use of existing/proposed structuress)(Circle one). Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Ys No FJJ — ._ _�_..•, if ��el �' • Submit a Tree Removal Permit App�i�tian any-sees are to be removed or Affidavit of m Describe In detail the type of work to be performed: TNG-�2oUNn P.0 i MAY 1 Florida Product Approval 4 for multiple Pre'dut •use product approval form property Owner Information Name: Jeffrey D.Swanson — Address: 1755 Beach Ave ... City AIantcBeach _State Fl, _Zip 32233 Phone WA E-Mail- N'A Owner or Agent(If Agent,Power o`Attorney or Agency Letter Required) Owner:Jeffrey D.Swanson Contractor Information Name of Company:_ Co. P . - `R 1 C E. Qualifying Agent: -57-LA LVAD t V Address 105//9 f<' ��. City A.})x State FL4, Zip •32 2 25 Office Phone (1°11_ 16. V D 7• Job Site/Contact Number 9 DO 6 30 73 State Certiflcatlon/Reg'stratlon# /155'i 45S E-Mal! G ARNoL,s> CoA/cfy5 7 . 4/e 7- Architect Architect Name&Phone# Engineer's Name&Phone# - Workers Compensation DA/ F12_ Exempt/trsure•/Lease Employees/Expiration Date Application Is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will ne performed to meet the standards of a''the laws reguiationg construction In this Jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done In compliance with ail applicable laws regulating construction and zoning. WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINA CING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOR 6/4RECORD YOU NOT OF COMMENCEMENT. Az ./JA• / /*/ Jam/ qj nat o . or Agent Including Contr. ..r) (Signature of Contractor; Sign dsw m to( affirm•d)before me this day of S nee and 73moto(or affirmed)before m his ■ day of _ • _ ' by , �.• i. e5YN 13 ,byc (1 �. (Signature cf Notary) (Signature• • • •ry) i E Denise A• .Ennis .1, • ___•. �;:;" - ' • A.Ennis NOTARY PUBLICNOTARY PUBUC .76 . STATE OF FLORIDA \ STATE OF FLORIDA fi Personally Krow ai::!� n#FF9ee426 1")Personally Known Asdait!_r' Gomm FF9e6426 O Produced Identlfca : Expires 3/112020 ( )Produced Identifica Expires 3/1/2020 Type of Ider:tificatio.n: Type of Identification: re f"'"••-..,__. ,, _. , ... .„. ...... . „,. _ � �1 L U CITY OF ATLANTIC BEACH S1'•; .11 800 Seminole Road APR 2 2017Atlantic Beach, Florida 32233 r ,j Telephone(904)247-5800 z-- FAX(904)247-5845 r/ Jjt},� REVISION'REQUEST-SHEET Date: 4/28/17 Received by: Resubmitted: Permit Number: --T 4Poo(,— 38ZZ- Original Plans Examiner: Mike Jones Project Name: Swanson Residence Project Address: 1755 Beach Ave,Atlantic Beach, FL Contractor:_Bo_sco.B..u.ilding_.Contractors,-Inc. Contact Name: Josh-RQtta_ Contact Phone : 904-654-3953 Co • Josh@BoscoCBC.com Revision/Plan Check/Permit Fee(s)Due: $ SD,,,CZ', _ Description of Proposed Revision to Existing Permit: two additional copies of the pool engineering sheets for Mike. --fir-__—-----.. . t-14...r <_e4..V• >'c't, �-A c..«.144-fin Additional Increase in Building Value: $____ 0 Additional S.F. 0 Site Plan Revised: Public W/U Approval: By signing below. I(print name) Joshua M. Rotta ---_- ____ affirm that the above revision is inclusive of the proposed changes. 1/2 T 4/28/17 Signature of Contr or/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: S' -/ —» Approved: l Rejected: Notified by: Plan Review Comments: D nt review required Yes o Buildin /71 / ning&Zoning Tree Administrator Plans Examiner Public Works _ Public Utilities s' /- Public Safety - — --- - i —� Fire Services Date Created 8120115 Rev 2 ri" 11!�)J'. RECEIVEDY OF ATLANTIC BEACH f-' r `- s\ 800 Seminole Road J Atlantic Beach,Florida 32233 '-' ' '- r) Telephone(904)247-5800 i j ......... ):-ss � MAY -2 FAX(904)247-5845 i \ :-. 12 Lity oq IanticEET Beach, FL Date: 5/2/17 Received by: Resubmitted: Permit Number: 1.1- Poo(-- 3 8 a -o i Original Plans Examiner: Mike Jones v,— ProjCct Name: Swanson Residence Project Address: 1755 Beach Ave,Atlantic Beach, FL Contractor: Bosco Building Contractors, Inc. Contact Name: Todd Bosco&Josh Rotta Contact Phone : 904-241-0320 Co - ata: dd BoscoCBC.com;Josh acBoscoCBC.com Revision/Plan Check/Permit Fee(s)Due. S'Q..GO Description of Proposed Revision to Existing Permit: — Two pies of construction site plan and landscape plan for Scott Williams,COAB PW. Right of Way permitting Additional Increase in Building Value: $ 0 Additional S.F. 0 Site Plan Revised: Public W/U Approval: By signing below. I(print name) Joshua M. Rotta affirm that the above revision is inclusive of the proposed changes. I/2/�� - - 5/2/17 ---------- Signature of Contra or/Agent(contractor must sign if increase in valuation) Date —_ — Office Use Only Date: S /7' /7 Approved:_^X Rejected: Notified by: • T Plan Review Comments: `s : D- • . ment review re•uired Yes No snly 4 :uild'•• --- - --- -- 1 .,,, 4�.nning &Zoning_ _^-Tree A•ministrator __ _- Plans Examiner 4 •lie Works ___ 4 Public Utilitie —� 5- " / 7 '/ -7 Public Safety Fire Services Date Created&20!15 Rev 2 . '' `�'� CITY OF ATLANTIC BEACH • 800 SEMINOLE ROAD ?.) `'yr ATLANTIC BEACH,FL 32233 OFFICE COPY (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 5/17/17 Permit#: 17-POOL-3822 Applicant: Shawn Buckley Site Address: 1755 Beach Ave. Address: 10549 Burris Dr. Review: 2 Phone: 904 641-5999 RE#: Email: Not provided THIS BUILDING DEPARTMENT REVIEW IS ONE OF 4 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Applicatioir1is disapproved for the following issues: . Permit Application is not signed by the licensed pool contractor. Scott Arnold is not a licensed poo ontractor and cannot apply for pool permits. Please submit new application form, completely filled o. t and correctly signed. See Comment 2. 2. This Building Permit Application Form is an older version and has been superseded. Please use the current attached form for this and all future applications. All lines must be completed, including email addresses. "N/A" can be used,where appropriate. t. A revision was applied for this permit application, on April 28,2017, by Bosco Building Contracto s. 11 permit applications and revisions to the original application must be signed by the licensed pool c ntractor of record. 4. le four connecting points of the equipotential bonding conductor must be equally spaced,per EC, 680.21 )(2). Please revise pool bonding diagram, using site specific dimensions. 5. Please su it a revised application package,correcting Items 1 —4 above. Dan Arlington, CBO (904)247-5813 darlington@coab.us `1 /714d- -2 y- 1-2 1 .�t-"L��rA, FILE COPY CITY OF ATLANTIC BEACH 61 . ,i 800 Seminole Road - ``` ss� Atlantic Beach,Florida 32233 . i c) Telephone(904)247-5800 U y FAX(904)247-5845 1..J1319� REVISION REQUEST SHEET . Date: $ 87- /7 Received by: Resubmitted: Permit Number: a-7 -Pool- 3 g zZ Original Plans Examiner: Pr I i ect Na e: ..51-)c.�aN r / Project Address: /7S s' Qe.L A, ' - v.. L�1.,, Contractor:. 4.T1I15 /ad( Jca/rcL Iontact Name: ' 0-H- Contact Phone : ?oil-`L//--s-79 q Co -m ' GAorto0 I Qi cov--tec,, ,•z V, Revision/Plan Check/Permit Fee(s)Due: 7 5,00 Description,/of Proposed Revision to Existin Permit: 1I/G4J trr�• d o (-Al �.,QC�e- cc/A- dlnkiJ,I ---\\I 1 �`...._[[_.. i ��J LP -! �`1 U { MAY 1 8 2017 j lb II Additional Increase in Building Value: $ — Additional S.F. Site Plan Revised: Public W/U Approvafi--- ..-- '- By signing below. I(print name) 51o ' .- / c. 4 ie� affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date ---------— — �/►.� Office Ude Only — -- Date: 5 a q- !) Approved:_.../ 1 _ Rejected: Notified by: Plan Review Comments: _Dment review required Yes o Buildin -- ---- ---------- - `' Manning&Zoning Tree Administrator Plans Examiner Public Works Public Utilities a y-I7 Public Safety _ Fire Services ,-- Date Created 8/20;IC Rcv 2 `�� S► '�1y %'�� . '�� ` CITY OF ATLANTIC BEACH <'s 800 Seminole Road �qy. SSl • ~Ty A-Iy ]I i': Il OFFICE COPY Atlantic Beach, Florida 32233 ! •..J... ,� .•- ti Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET Date: 5-31-17 Received by: Resubmitted: Permit Number: 17-POOL-3822 Original Plans Examiner:__ Project Name: Swanson Residence(Pool Permitting) Project Address: 1755 Beach Ave,Atlantic Beach, FL_ Contractor: Scott's Pool Service&Bosco Building Contratctrm utricName: Josh Rotta Contact Phone : 904-241_0320 Contact a-mail:josh@boscocbc.com Revision/Plan Check/Permit Fee(s) Due: $ .0 C O e) Description of Proposed Revision to Existing Permit: Additional copy of site plan,additional copies of engineering sheets for retaining wall,and COAB's original approval letter. Additional Increase in Building Value: $ 0 Additional S.F. 0 Site Plan Revised: Public W/U Approval: By signing below. I(print name) _ _ affirm that the above revision is inclusive of the proposed changes. RECE1VED .. Signature of Contractor/Agent(Contractor must sign if increase in valuation) I)ate Office use Ottly JUN 1 2017 Date: 6. 6 I Approved: OX Rejected: :... Notified by: Building Department Plan Review Comments: City of Atlantic Beach FL -seatoS. �� 2-ea of -{�/',z k �" Pay _. -P - - . ' • _ at ment review required Yes No Buildin. // 'lanninq &Zoning --------____..Tree Administrator Plans Examiner Public Works Public Utilities 6 •b •17 Public Safety Fire Services Date cre.acciVSUtS Rcv 2 < <"� rj' CITY OF ATLANTIC BEACH Jv tJ�� 800 Seminole Road 1 y.=M = ;WSJ Atlantic Beach, Florida 32233 }----ry Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET Date: 6/15/17 Received by: Resubmitted: Permit Number: 1--POOL-3 gaa-t � Original Plans Examiner: l'roi,•ct Name: Swanson Residence (Pool Permitting) Project Address: 1755 Beach Ave,Atlantic Beach, FL Contractor: Bosco Building Contractors&Scott's Pool Sdr'vicaact Name: Josh _ Contact Phone : 904-241-0320 Contact e-mail: josh@boscoc_bc.com_ Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: Pile Installation Observation Letter and engineering with as-built modifications Additional Increase in Building Value: $ 0 Additional S.F. 0 Site Plan Revised: Public W/U Approval: By signing below.I(print name) Josh Rotta affirm that the above revision is inclusive of the proposed changes. 6/15/17 Signature of Contract /Agent(Contractor must sign it increase in valuation) Date Office Us a Only Date: Approved:----- Rejected: D y JUN 1 5 2011 Plan Review Comments: --�' Department review required Yes No — Planning&Zoning Tree Administrator Plans Examiner Public Works Public Utilities Public Safety Fire Services Date Created 8/20115 Rev 2 3 LAI CITY OF ATLANTIC BEACH II q �'� 4' i, 7 800 Seminole Road Atlantic Beach,Florida 32233 '� a� 0Telephone(904)247-5800 lopor FAX(904)247-5845 y REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: (' )c -) Received by: `A6 Resubmitted: Permit Number: j -POyL- i8, 2 - d I 41111 / A..Original Plans Examiner: Project Name:, 5 G.Jcvnsc,,, e.sr�`r h ,'� G2�L/` , 1// Project Addr-ss: /P7 S /4.J, , ,,,, Contractor: , w i,_• i`, , ' Contact Name: . A. , I , Contact Phone : 'c4 0 . 0 Contact e-mail: `— JIMEk.. c),--, Revision/Plan Check/Permit Fee(s)Due: $ 5 0 , !> • Description of Proposed Revision to Existing Permit: 7. C, Ge-y,4 G1, 4 G4 n 1 rte ..'1 r4 k2, 11 'L Li' Additional Increase in Building Value: $ Z Additional S.F. Site Plan Revised: ,f Public W/U Approval: By signing below.I(print name) OS L /2d'T affirm that the above revision iis inclusive of the proposed chang- Signature of OntraCtOi/ _ (Contractor must sign If increase in valuation) Date /Office Use Only Date: Approved: V Rejected: Notified by: Plan Review Comments: • Department review required Yes No "414C-- 'Wm • • anning&Zoning Tree Administrator Plans Examiner Public Works .-1( 1 ( C. ( -i Public Utilities — — Public Safety Fire Services Date CrestedM 13/16 Rev.3 • r�``�'�1 ri�i, CITY OF ATLANTIC BEACH (g ; '�� 800 Seminole Road 14...--'• ; "9 Atlantic Beach, Florida 32233 ' ` ) Telephone(904)247-5800 ' v FAX(904)247-5845 J;319'i' REVISION REQUEST SHEET Date: 7/6/17 Received by: Resubmitted:_ Permit Number: 17-POOL-3822-01 _ Original Plans Examiner: Brian Broedell Project Name: Swanson ResidencelPool Permitting) Project Address: 1755 Beach Ave, Atlantic Beach, FL Contractor: Bosco Building Contractors. Inc. Contact ame: Todd A. Bosco Contact Phone : 904-241-0320 e - . il: . oddeBoscoCBC.com;Josh@BoscoCBC.com Revision/Plan Check/Permit Fee(s) Du:. $ 5c2 ea Description of Proposed Revision to Existing 'ermit: Revised engineering showing retaining wall at 4'. _ 4 — 1 Additional Increase in Building Value: $ 0 Additional S.F. 0 ' Site Plan Revised: Public W/U Approval: By signing below. I(print name) _ Joshua M. Rotta affirm that the above revision is inclusive of the proposed changes. /2104;) 7/6/17 Signature o ontractor/Agent(contractor must sign if increase in v uation) I).ite Office U Only !'� Date: 7•• / 2- I ._ Approved:—/=-- — — Rejected: ... —_—RECEIVE D Plan Review Comments: t . 1 a Goa oc aR 6 Pict- t/P Sob c tfy e Pay Building Department • . - t review required Yes o_ uildin• j� in ___ anning &Zoning - Ni....—,-, - . Plans Examiner • Public Works _ Public Utilities 7'/ 2'i 7 - — Public Safety Fire Services I r,,tc ,-1!,An7Z ZONING REVIEW COMMENTS 0 j,, `• ' Cityof Atlantic Beach ti Community Development Department ` 800 Seminole Road Atlantic Beach, Florida 32233-5445 X0;319` Date: 5/31/2017 //7 Permit: 17-POOL-3822- Applicant: 01 Review: ZONING Address: , Site Address: 1755 BEACH AVE Phone: RE#: 169672 0000 Email: Correction Comments 1. Retaining Wall: Retaining walls are limited to 4 feet in height. Please provide the height of the retaining wall from grade on the tallest side and revise accordingly. Note that engineering is required for all retaining walls taller than 36 inches. ThNt2. Fencing: Please show the height of all new fencing and gates on plans. o,3. Mechanical Equipment: Section 24-83(c) prohibits A/C and other mechanical equipment within the 5 foot side yard setback when adjacent to the living area of the neighboring property. Please show that this requirement is being met or revise plans accordingly. It appears the pool equipment is going where a shed is today. Is it replacing the shed or going inside the shed. The pool equipment is also shown to go on another property which is not possible. The survey notes an ingress and egress easement on this portion of property. That type of easement does not typically allow permanent structures to be built on the property. Please also show proof that there is an easement in place that would allow such equipment. 4. Setbacks: Section 24-67(c) requires a site plan showing setbacks. Please provide a site plan showing setbacks from all new elements to property lines. Specifically provide the site plan previously reviewed by Zoning and DEP. TviiiT J.4 5 , (4 D6-70 1114 9 A PPS I eO • 5. Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under Planning and Zoning and at City Hall. s=L`tr, City of Atlantic Beach APPLICATION NUMBER �S .? Building Department `� 800 Seminole Road (To be assigned by the Building Department.) b+`:• 51 i �� r Atlantic Beach, Florida 32233-5445 I '7— poo„.. -3 3Z Phone(904)247-5826 • Fax(904) 247-5845 ✓, 'r 1111 '' E-mail: building-dept@coab.us Date routed: (—� /Z-4 /1 7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /IBS Le c 4 p-VC DgpaLtment review required Yes No Applicant: C-O`t7S ROC- Scizvtee ,?lariang &Zonin�f� ree A mini t i Project: I k..,, (Z,U k.)1.-) P00 L ublic Works ublic Utilities Public Safety Fire Services Review fee $ Dept Signature j 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 I First Review: QApproved. JADenied. (Circle one.) Comments: A t,-141",`� o BUILDING Se. f4«kq rte Rc#.ww41 PLANNING &ZONING '� �/ Reviewed by:��`^"' c---je------ Date: f / ' /, TREE ADMIN. Second Review: _A roved as revised. pp ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: �� 4C.V;Lf Date: 7/17/17 FIRE SERVICES Third Review: Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 i .0 -v1r4CITY OF ATLANTIC BEACH r '-44 A e� 800 Seminole Road E A • J Atlantic Beach,Florida 32233 , ,' r-) Telephone(904)247-5800 FAX(904)247-5845 .1J;31S� REVISION RE UEST SHEET Date: 4/20/17 Received by: Resubmitted: Permit Number: 17- RA R-344-L 1 Pert,-3eZa Original Plans Examiner: Mike Jones Project Name: Swanson Residence Project Address:_1755 Beach Ave,Atlantic Beach, FL Contractor: Bosco Building Contractors, Inc. Contact Name: Todd Bosco&Josh Rotta Contact Phone : 904-241-0320 Contact e-mail: Todd@BoscoCBC.com;Josh@BoscoCBC.com Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: DEP Approval Packet kf1 — --_ -- ----- - R 2017 Additional Increase in Building Value: $___ 0 Additional S.F. 0 Site Plan Revised: Public W/U Approval: By signing below. I(print name) Joshua M. Rotta affirm that the above revision is inclusive of the proposed changes. in_/%4:). 4/20/17 Signature of ContAgent(contractor must sign if increase in valuation) Date Office Us Only Date: Approved: Rejecte :__._.._..----___--- Notified by: Plan Review Comments: 1,,, ent review required Yes No Buildin Planning&2,onin,p___ I ree Administrator Plans Examiner Public Works Public Utilities —. -- Public Safety —---- ----- ------____ ----------- Fire Services Date freaked 8,20/15 Rcr.2 k - : sr7�r�,, RECEIVEv OF ATLANTIC. I3EACH J' # , 800 Seminole Road 3,..� �-9 Atlantic Beach, Florida 32233 --r ;) - 2 Telephone(904)247-5800 j MAYFAX(904)247-5845 -J;3191 REYo ;�flan4' `t` =8t-IE �'T . tic Beach, FL Date: 512/17 _ Received by:__ Resubmitted: Permit Number: _ Original Plans Examiner:__Mike Jones _ Project Name: Swanson Residence — Project Address: 1755 Beach Ave,Atlantic Beach,FL Contractor: Bosco Building Contractors,Inc. Contact Name: Todd Bosco&Josh Rotta Contact Phone : 904-241-0320 _ Contact e-mail: Todd@BoscoCBC.com;Josh©BoscoCBC_com_ Revision/Plan Check/Permit Fee(s) Due: $ Description of Proposed Revision to Existing Permit: Two copies of construction site plan and landscape plan for Scott Williams,COAB PW. Right of Way g permitting Additional Increase in Building Value: $ 0 _ Additional S.F. 0 Site Plan Revised: _ Public \ /U Approval: By signing below. I(print name) Joshua M.Rotta__ _ _ :Illicit that the above revision is inclusive of the proposed changes. -- --- 5 17 __ . - --Signature of Contr/1/1104'? Agent(Contractor must sign if increase in valuation) Date ------------- ------- Office Use my Dnte:--- ---. Approved:_.___.-----.._ Rejected: Notified by:_....----- Plan Review Comments: D- a .rtment review required Yes No Build.'• piing&Zoning — -- - ---- Tree Administrator Plans Examiner �blic Wow rks� - - --------- Public Utilities Public Safety__ Are Services Date Createdano/IS Rev 2 aS L'1r`4.1:41 CITY OF ATLANTIC BEACH J� • - ,`. 800 Seminole Road • .�. ,,.. ', •J Atlantic Beach,Florida 32233 irs r� Telephone(904)247-5800 FAX(904)247-5845 REVISION RE UEST SHEET Date: 5-31-17 Received by: Resubmitted:_ Permit Number: 17-POOL-3822 Original Plans Examiner: Project Name: Swanson Residence (Pool Permitting) Project Address: 1755 Beach Ave,Atlantic Beach, FL Contractor: Scott's Pool Service& Bosco Building Contr UtcName: Josh Rotta Contact Phone : 904-241-0320 Contact e-mail: josh@boscocbc.com _ Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: Additional copy of site plan,additional copies of engineering sheets for retaining wall,and COAB's original approval letter. aA.& +rem dery ,i Additional Increase in Building Value: $ 0 Additional S.F. 0 Site Plan Revised: Public W/U Approval: By signing below.I(print name) _ affirm that the above revision is inclusive of the proposed changes. RECEIVEDSignature of Contractor/Agent(Contractor must sign ii increase in valuation) I)ate office use Only JUN 1 2017 Date: Approved:_-_ __ .-___._ Rejected:_ _ Notified by:_ Building Department Plan Review Comments: City of Atlantic Beach, FL I• ment review required Yes No rElep Buildin / --,/,, tanning&Zoninjch Tree Administrator Plans Examiner Public Works Public Utilities / i — 7 Public Safety Fire Services Date r,e.fid R„ Rev 2 ?� L`1 f' CITY OF ATLANTIC BEACH 0 t s J11" ' 117 800 Seminole Road a, ;P Atlantic Beach,Florida 32233 J ,:. .. i''' Telephone(904)247-5800 FAX(904)247-5845 ''''.1-0.219 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: (,-,)) -1./-4Received by: 0 Resubmitted: Permit Number: / •PC.'L- 1 f;,,702,— 0( ' Original Plans Examiner: Project Name:, 5 ucviscn., es,�{ti<� /Gel 4,, V/w Project Address: jr2 r— 6c,,,L, r,,. Contractor: . ii i,,• /, , ' ' 1) Contact Name: Contact Phone : 'C; 0 , 0 Contact e-mail: ' fARWS iIC• c)„•. Revision/Plan Check/Permit Fee(s)Due: $ 1 Description of Proposed Revision to Existing Permit: I,Gyi;yeo/C A rf G4 n Il ra ..Ct✓ , ii fiv Li' Additional Increase in Building Value: $ Z Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print name) j OS 1., )2a affirm that the above revision is inclusive of the proposed change Q i -a.) /2 Signature of ontraetor/ 'T�'(Contractor must sign if increase in valuation) Date Office Use only. Date: Approved: Rejected: Notified by: Plan Review Comments: • Department review required Yes No `i%� ' , CBuilding - arming ontng Tree Administrator Plans Examiner Public Works C / / / /' -7 Public Utilities l Public Safety Fire Services Date Created 4/13/16 Rev.3 G ,s'-'��T, CITY OF ATLANTIC BEACH I :1 ; .: ``; 800 Seminole Road %+ %p `'i, Atlantic Beach, Florida 32233 I ,1; � , J v Telephone(904)247-5800 FAX(904)247-5845 � ..„' J�31>`' REVISION REQUEST SHEET Date: 7/6/17 Received by: I Resubmitted:__ __ Permit Number: 17-POOL-3822-01 Original Plans Examiner: Brian Broedell Project Nante:_ Swanson ResidencCPool Permitting)__ Project Address: 1755 Beach Ave,Atlantic Beach, FL Contractor: Bosco Building Contractors, Inc. C ntact Name: Todd A. Bosco _ Contact Phone : 904-241-0320 Contact ermail: Todd@BoscoCBC.com:Joshta'�.BoscoCBC.com Revision/Plan Check/Permit Fee (s)Due: $_ Description of Proposed Revision to Existing Permit Revised engineering showing retaining wall at 4'. ___ Additional Increase in Building Value: $ 0 Additional S.F. 0 Site Plan Revised: Public W/U Approval: By signing below. I(print name) Joshua M. Rottaaffirm that the above revision is inclusive of the proposed changes. 7/6/17 Signature o' ontractor/Agent(Contractor must sign if increase in valuation) ITift: ___ _______... Office Use Only Date: RECEIVED. . —.._... Approved:_-- _.__._._. Rejected: • Plan Review Comments: JUL 7 2011 . — Building Department City of Atlantic Beach,--FL p. - • - - t review required Yes No Building • / **‘*e°''""'""------ arming&Zoning ...-----17.... "---- --- Plans Examiner Works "�7_ Public Utilities / I �Z (/ ( 7 Public Safety Fire Services Date L /LAN ,, CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS fi ihr ,- - `g1 1200 Sandpiper Lane r ` ' J Atlantic Beach,FL 32233-4318 ;-' 0 TELEPHONE:(904)247-5834 J -~ FAX:(904)247-5843 www.coab.us ,,. CONTRACTOR: DATE: 4-28-17 Scott's Pool Service, Inc. 1 PERMIT# 17-POOL-3822 10549 Burris Drive ADDRESS: 1755 Beach Avenue Jacksonville, FL 32225 l l 1 Atlantic Beach, FL 32233 Fax: 904-641-3369 )'/(� 110.( PERMIT APPLICATION FOR ING OUND POOL / J Your permit application has been " d by the Public Works Department for the reasons listed below. Please submit this information at your earliest con enience in order that we may approve your application. If you have any questions, please contact Scott Williams, Interim Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) ViProvide construction site management plan, including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. tiProvide drainage plans showing site topography(flow arrows, etc.). Provide erosion and sediment control plans with installation details. t� Provide impervious surface calculations for entire lot(existing and post construction). • Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off if adding 00 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). KProvide a detailed plan of pool and decking. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. • Pool-Wellpoint(if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale,structure or lagoon). A separate Pool Permit is required. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's Inc.). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • Provide construction site management plan, including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. cc: Toni Gindlesperger, Building Department Jennifer Johnston,Building Department i '.i-i..Y.r� RECEIVED Y OF ATLANTIC BEACH .-�� 1S 800 Seminole Road ----'"* 1•2 Atlantic Beach, Florida 32233 MAY - Z ' Telephone(904)247-5800 \ FAX(904)247-5845 � Ity of, . jr1 1-1-01119 , ______j 4 L rtR1et IE �'T Beach, FL Date: 5/2/17 Received by: _ Resubmitted: C IVE ___ Permit Number: II-POOL— 313,34—o l MAY 15 2017 Original Plans Examiner: Mike Jones _ Project Nantc: Swanson Residence Project Address: 1755 Beach Ave,Atlantic Beach,_FL �_ Contractor: Bosco Building Contractors, Inc. Contact Name: Todd Bosco&Josh Rotta i Contact Phone : 904-241-0320 Contact e-mail: Todd@BoscoCBC.com;Josh©BoscoCBC.com Revision/Plan Check/Permit Fee(s) Due: $ Description of Proposed Revision to Existing Permit: Two copies of construction site plan and landscape plan for Scott Williams,COAB PW. Right of Way — - -----9- permitting .- ---- _ ------ -- --- - Additional Increase in Building Value: $ 0 Additional S.F. 0 . Site Plan Revised: Public W/U Approval: By signing below. I(print name) Joshua M.Rotta affirm that the above revision is inclusive of the proposed changes. -4.Ait . _ I 5/2/17 Signature of Contra or/Agent(contractor must sign if increase in val tion) Date Office Use Only Date:.)—rill 9— Approved:_ Rejected:'..._.. Notified by: Plan Review Comments: • D- ment review required Yes No uild .• nning&tonin. _ - Tree Administrator Plans Examiner is Works L. CPublic Utilities Public Safety Fire Services _ I)atc ara«dw:M1s Rcv 2 ;i:0-tvifi,, City of Atlantic BeachEcErt APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road r �, -, Atlantic Beach, Florida 32233-5445 APR 2 b 2017 I -7— P00(.,— -3 SZ a' Phone(904)247-5826 • Fax(904)247-5845 1 9- A:4)110, E-mail: building-dept@coab.us RY, Date routed: a `Z4 /1 7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I'7 5 ISCPI-0-(74 '/ ye D___epaLtment review required Yes No .KBuilding Applicant: Co`T,'r POOL_ Scczvtc€ _Pi ng &Zonings `Tree A min trator Project: _ I. /OS, (_o 0tub P00 `,,, Piiblic Works blic Utilities Public Safety Fire Services Review fee $ �' Dept Signature c -,,.•, 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: BUILDING PLANNING & ZONING / Reviewed by: 14 Date: Z>/i(? TREE ADMIN. Second Review: roved as revised. r I (App I (Denied. P . : e WORK,/ Comments: :Hp UTILITIES PU LIC SAF T� Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. (Denied. Comments: Reviewed by: Date: Revised 05/14/09 ,• ` -f r�(� RECEVED'Y OF ATLANTIC BEACH J�' l s\ 800 Seminole Road _ \ Atlantic Beach, Florida 32233 --,-,5ci . — p. 2 'Telephone(904)247-5800 s-) MAYFAX(904)247-5845 �J;ts9 " R 'pVTI lampl<? aeirE {'T 1 CEVE`" ity of Atlantic Be ach, FL MAY 15 2017 Date: 5/2/17_ Received by: Resubmittt d: Permit Number: 11-P00t.- 3Y22- Ol BY,_ Original Plans Examiner: Mike Jones ____ Project Name: Swanson Residence --- Project Address: 1755 Beach Ave,Atlantic Beach, FL Contractor: Bosco Building Contractors,Inc. _ _ - Contact Name:— Todd Bosco&Josh Rotta_ - Contact Phone : 904-241-0320 Contact e-mail: Todd@BoscoCBC.com;JoshaBoscoCBC.com Revision/Plan Check/Permit Fee(s) Due: $ Description of Proposed Revision to Existing Permit: Two copies of construction site plan and landscape plan for Scott Williams,COAB PW. Right of Way permitting Additional Increase in Building Value: $ 0 Additional S.F. 0 Site Plan Revised: — Public W/U Approval: By signing below. I(print name) Joshua M.Rotta affirm that the above rev kion is inclusive of the proposed changes. ---� - ___._ 5__ ------------- Signature of Contr1/2,.. ___ Agent(Contractor must sign if increase in valuation) Date --- —-- —--— — — — — Office Ilse Only — — --— Date: i ( 7 Approved:---X'_".._. -.-._ Rejected: .. . Notified by:------ Plan Review Comments: -urrr i!rY it(2-°U/4-t_ -- --- - - _ - -- — — D--• , menu review required Yes No )‘?'6.--- tit /-1-4•""--- 4 =uild ._-- 'oz.:lining&Zonin• - Tree :•minlstrator Plans Examiner 4 • • lc Works —1411W- 411 t._.._ .'� ! f Public Utiliti:, 7 Public Safety —5/,S-/? . Fire Services Date freatcd8/YY1s Rev 2 ei.AN:re, City of Atlantic Beach APPLICATION NUMBER y � Building Department w U _; UrEf (To be assigned by the Building Department.) - u ;<-; 800 Seminole Road Atlantic Beach, Florida 32233-5445 App, +t 2017 • 1 '7- Poo(_ -3 g27---- Phone(904)247-5826 • Fax(904)2,7 845 \� o rI E-mail: building-dept@coab.us V Date routed: tet' z� i 7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1.755 2 c U{-( ye D_epattment review required Yes No . (Buildin_ Applicant: CO`t r (BOOL Sczvtoe PP nnn�ing &Zoning Tree A mmi at: -- Project: I k.DG, g_o v i.L.).Cp P00 ,i i biic orks ublic Utilities Public Safety Fire Services Review fee $ Dept Signature a� 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: lei *64d BUILDING PLANNING &ZONING Reviewed by ikt — Date: I/WV TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: J4 6(j PUBLIC UTILITIES It 41,1 PUBLIC SAFETY Reviewed b : , !/1/ _ , late: J;� •-12FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 P„,n, STATE OF FLORIDA a DEPARTMENT OF ENVIRONMENTAL PROTECTION o Division of Water Resource Management 2600 Blair Stone Road—Mail Station 3522 z � - Tallahassee, Florida 32399-2400 • t,I 9' PERMIT NUMBER: DU-496 PERMITTEE Jeffery D. Swanson c/o Todd Bosco CPI 7 ,t1•107 7 I./Bosco Building Contractors,Inc. 2158 Mayport Road Jacksonville, Florida 32233 NOTICE TO PROCEED AND PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053,FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line that are indicated in the project description, was filed by the applicant/permittee named herein on October 12, 2016, and determined to be complete pursuant to rule on January 26, 2017. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description of this permit are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties;that the work is not expected to adversely impact nesting sea turtles,their hatchlings,or their habitat; and that the work is expendable in nature and/or is appropriately designed in accordance with Section 62B-33.005,Florida Administrative Code. Based on the foregoing considerations, the Department approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below,pursuant to Section 161.053(4),Florida Statutes. EXPIRATION DATE: April 20,2020 LOCATION: Between approximately 104 feet and 154 feet north of the Department of Environmental Protection's reference monument R-45, in Duval County. Project Address: 1755 Beach Avenue, Atlantic Beach. PROJECT DESCRIPTION: Landward Swimming Pool 1. Location relative to control line: Approximately 45 feet seaward, as measured to the northeast corner. PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 PAGE 2 2. Exterior dimensions: Swimming pool is appro 4imately 16.0 feet in the shore parallel direction by 26.0 feet in the shore-normal direction. 3. Type of foundation: Pilings. -- 4. Deck elevation of swimming pool: Approximately +20.1 feet(NAVD). 5. Bottom elevation of swimming pool: 14.7 feet(NAVD). 6. Maximum depth of swimming pool: 5.5 feet. 7. Total volume of excavation: Approximately 87 cubic yards. Excavation/Fill 1. Total volume of excavation: Approximately 87 cubic yards. Volume of net excavation: None.All excavated material will be used on site for fill. 2. Location of excavation: From approximately 19 feet to 45 feet seaward of the control line. 3. Volume of fill to be placed: Approximately 89.5 cubic yards, including approximately 2.5 cubic yards of imported material. See Special Permit Condition 3. 4. Location of fill to be placed: From approximately 118 feet to 170 feet seaward of the control line. See Special Permit Condition 2. Other Structures/Activities 1. Demolition. See Special Permit Condition 5. 2. Paver pool deck,varying in width from 7 feet to 20 feet, extending approximately 58 feet seaward of the control line as measured to the northeast corner. 3. Paver patio along the north and east sides of the existing dwelling, varying in width from 8 feet to 20 feet, extending approximately 116 feet seaward of the control line as measured to the southeast corner. 4. Outdoor shower on the northwest corner of the existing dwelling. 5. Steps from the pool deck to the proposed landward lawn. 6. A 4-foot wide wooden dune walkover extending from the northeast corner of the property. See Special Permit Condition 7. 7. Landscape plantings. PERMITTEE: Jeffery D. Swanson y py PERMIT NUMBER: DU-496 � ' PAGE 3 8. Pool lighting. See Special Permit Condition 8. PROPRIETARY AUTHORIZATION Sovereign Submerged Lands Authorization—Letter of Consent Construction of a 4-foot wide dune walkover will extend seaward of the Erosion Control Line (ECL) onto state-owned lands,and will therefore require proprietary authorization,as the activity is located,in part, on sovereignty submerged lands owned by the Board of Trustee of the Internal Improvement Trust Fund (BOT), pursuant to Article X, Section 11 of the Florida Constitution, and Section 253.002 and 253.77, Florida Statutes (F.S). The BOT delegated to the Department the responsibility to review and take final action on this request for proprietary authorization in accordance with Section 18-21.0051, Florida Administrative Code (F.A.C.). This proprietary authorization has been reviewed in accordance with Chapter 253,F.S., Chapter 18 21,F.A.C., and the policies of the BOT. As staff to the BOT,the Department has reviewed the activity described in this permit and has determined that the construction of a wooden dune walkover seaward of the ECL qualifies for a Letter of Consent to use sovereign,submerged lands,as long as the work performed is located within the boundaries as described herein and is consistent with the terms and conditions herein. Therefore, pursuant to Chapter 253.77, Florida Statute (F.S.) and this Permit, DU-496, the Department hereby grants a Letter of Consent to Jeffery D. Swanson, to use sovereignty submerged lands, seaward of the ECL,to construct the dune walkover authorized by this permit. This Letter of Consent shall be subject to incorporated General Consent Conditions and the conditions of this permit SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor,the owner or authorized agent,and a staff representative of the Department to establish an understanding among the parties as to the items specified in the special and general conditions of the permit.The proposed locations of the structures shall be staked out for the conference. Contact Trey Hatch at 904/655-1765 or trey.hatch(a,dep.state.fl.us to schedule a preconstruction conference. 2. Prior to commencement of construction activity authorized by this permit,a temporary construction fence shall be erected along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative of the Department so as to provide maximum protection to the existing vegetation located on the site. 3. All imported fill material shall be obtained from a source landward of the control line. All fill material shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative of the Department during the preconstruction conference. I ` , PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 PAGE 4 4. No construction, operation, transportation or storage of equipment or materials, and no temporary lighting of the construction area is authorized in sea turtle nesting habitat, on or seaward of the frontal dune crest or rigid coastal protection structure in marine turtle nesting habitat at any time during the sea turtle nesting season(May 1 through October 31). 5. All rubble and debris resulting from this construction shall be removed to a location landward of the coastal construction control line. 6. All material to be excavated seaward of the coastal construction control line as part of construction authorized under this permit shall remain in and be placed in areas seaward of the coastal construction control line. 7. The deck of the walkover structure shall be set to maintain a minimum elevation above the existing dune vegetation, and the width of the structure 'shall not exceed 4 feet. The piles for the walkover structure shall not be greater than 4-inch by 4-inch posts and shall not be encased in concrete. The walkover shall extend at least up to the existing line of vegetation but not further than 10 feet seaward of the vegetation.The optimum siting of the walkover structure shall be determined by the staff representative of the Department during the preconstruction conference to provide maximum protection to the existing dune topography and vegetation located on the site and to avoid interference with public beach access and nesting sea turtles. 8. All lighting shall be installed and maintained as depicted in the approved lighting schematic. Underwater pool lighting shall be permanently fixed to amber or red LED or equivalent and provide no more than Y2 foot candle per square foot of,pool surface area. There may be a decrease in the wattage of each approved lamp and a decrease in the total number of each approved fixture without submitting a modified lighting plan for review and approval. However, if a fixture or lamp is changed to a different type,manufacturer or catalog number for any reason,or if the location of any fixture is changed it shall be submitted for review and approval by the Department prior to installation.No additional permanent exterior lighting is authorized. 9. Permittee shall submit compliance reports as s Iecified in Special and General Permit Conditions of this permit. General Permit Conditions 1(q), and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection at specified times. The forms for the reports: 1(q) Periodic Progress Report(DEP Form 73-111)and 1(s)Final Certification (DEP Form 73-115B) are available at the following link http://www.dep.state.fl.us/beaches/forms.htm#CCCL. Each form may be submitted electronically. The periodic reports are due in the office on a monthly basis. No progress reports are required until such time as construction activities have started. GENERAL PERMIT CONDITIONS (1)The following general permit conditions shall apply,unless waived by the Department or modified by the permit: (a) The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit. Deviations therefrom, without written approval from the Department, shall be grounds for suspension of the work and revocation of the permit pursuant to Section 120.60(7),F.S.,and shall result in assessment of civil fines or issuance of an order to alter or remove the unauthorized work, or both.No other construction I . r • PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 PAGE 5 or activities shall be conducted. No modifications t') project size, location, or structural design are authorized without prior written approval from the Department. A copy of the notice to proceed shall be conspicuously displayed at the project site. Approved plans shall be made available for inspection by a Department representative. (b)The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system,marine turtles,their nests and habitat,or adjacent property and structures. (c) The permittee shall allow any duly identified and authorized member of the Department to enter upon the premises associated with the project authorized by the permit for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department until all construction or activities authorized or required in the permit have been completed and all project performance reports, certifications, or other documents are received by the Department and determined to be consistent with the permit and approved plans. (d) The permittee shall hold and save the State I of Florida, the Department, and its officers and employees harmless from any damage,no matter how occasioned and no matter what the amount,to persons or property that might result from the construction or activity authorized under the permit and from any and all claims and judgments resulting from such damage. (e) The permittee shall allow the Department to use all records, notes, monitoring data, and other information relating to construction or any activity under the permit,which are submitted, for any purpose necessary except where such use is otherwise specifically forbidden by law. (f) Construction traffic shall not occur and building materials shall not be stored on vegetated areas seaward of the control line unless specifically authorized by the permit. If the Department determines that this requirement is not being met,positive control measures, such as temporary fencing,designated access roads,adjustment of construction sequence,or other requirements,shall be provided by the permittee at the direction of the Department.Temporary construction fencing shall not be sited within marine turtle nesting habitats. (g) The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in the permit. Before the project is considered complete, any disturbed topography or vegetation shall be restored as prescribed in the permit with suitable fill material or revegetated with appropriate beach and dune vegetation. (h) All fill material placed seaward of the control line shall be sand which is similar to that already existing on the site in both coloration and grain size J All such fill material shall be free of construction debris, rocks, clay, or other foreign matter; shall be obtained from a source landward of the coastal construction control line; and shall be free of coarse gravel or cobbles. (i) If surplus sand fill results from any approved excavation seaward of the control line, such material shall be distributed seaward of the control line on the site, as directed by the Department,unless otherwise specifically authorized by the permit. (j)Any native salt-tolerant vegetation destroyed during construction shall be replaced with plants of the same species or, by authorization of the Department, with other native salt-tolerant vegetation suitable for beach and dune stabilization. Unless otherwise specifically authorized by the Department, all plants installed in beach and coastal areas—whether to replace vegetation displaced,damaged,or destroyed during construction or otherwise—shall be of species indigenous to Florida beaches and dunes, such as sea oats, sea grape, saw palmetto,panic grass, saltmeadow hay cordgrass, seashore saltgrass, and railroad vine, and grown from stock indigenous to the region in which the project is located. (k)All topographic restoration and revegetation work is subject to approval by the Department,and the status of restoration shall be reported as part of the final certification of the actual work performed. (1) If not specifically authorized elsewhere in the permit, no operation, transportation, or storage of PERMITTEE: Jeffery D. Swanson k , 4 PERMIT NUMBER: DU-496 PAGE 6 equipment or materials is authorized seaward of the dune crest or rigid coastal structure during the marine turtle nesting season. The marine turtle nesting season is May 1 through October 31 in all counties except Brevard, Indian River, St. Lucie, Martin, Palm Beach, and Broward counties where leatherback turtle nesting occurs during the period of March 1 through October 31. (m)If not specifically authorized elsewhere in the permit,no temporary lighting of the construction area is authorized at any time during the marine turtle nesting season and no additional permanent exterior lighting is authorized. (n) All windows and glass doors visible from any point on the beach must be tinted to a transmittance value (light transmission from inside to outside) of 45%or less through the use of tinted glass or window film. (o)The permit has been issued to a specified property owner and is not valid for any other person unless formally transferred. An applicant requesting transfer of the permit shall sign two copies of the permit transfer agreement form, agreeing to comply with all terms and conditions of the permit, and return both copies to the Department. The transfer request shall be provided on the form entitled "Permit Transfer Agreement"—DEP Form 73-103 (Revised 1/04), which is hereby adopted and incorporated by reference. No work shall proceed under the permit until the new owner has received a copy of the transfer agreement approved by the Department. A copy of the transfer agreement shall be displayed on the construction site along with the permit. An expired permit shall not be transferred. (p) The permittee shall immediately inform the Department of any change of mailing address of the permittee and any authorized agent until all requirements of the permit are met. (q) For permits involving major structures or activities, the permittee shall submit to the Department periodic progress reports on a monthly basis beginning at the start of construction and continuing until all work has been completed. If a permit involves either new armoring or major reconstruction of existing armoring, the reports shall be certified by an engineer licensed in the State of Florida. The permittee or engineer, as appropriate, shall certify that as of the date of each report all construction has been performed in compliance with the plans and project description approved as a part of the permit and with all conditions of the permit,or shall specify any deviation from the plans,project description,or conditions of the permit. The report shall also state the percent of completion of the project and each major individual component. The reports shall be provided to the Department using the form entitled"Periodic Progress Report"—DEP Form 73-111 (Revised 6/04), which is hereby adopted and incorporated by reference. Permits for minor structures or activities do not require submittal of periodic reports unless required by special permit condition. (r) For permits involving habitable major structures, all construction on the permitted structure shall stop when the foundation pilings have been installed. At that time the foundation location form shall be submitted to and accepted by the Department prior to proceeding with further vertical construction above the foundation.The form shall be signed by a professional surveyor,licensed pursuant to Chapter 472,F.S., and shall be based upon such surveys performed in accordance with Chapter 472,F.S.,as are necessary to determine the actual configuration and dimensioned relationship of the installed pilings to the control line. The information shall be provided to the Department using the form entitled "Foundation Location Certification"—DEP Form 73-114B(Revised 9/05),which is hereby adopted and incorporated by reference. Phasing of foundation certifications is acceptable.The,Department shall notify the permittee of approval or rejection of the form within seven(7) working days after staff receipt of the form. All survey information upon which the form is based shall be made available to the Department upon request. Permits for repairs or additions to existing structures with nonconforming foundations are exempt from this condition. (s)For permits involving major structures,the permittee shall provide the Department with a report by an engineer or architect licensed in the State of Florida within thirty(30) days following completion of the work. The report shall state that all locations specified by the permit have been verified and that other 11m1^ "#1ti y PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 7 PAGE 7 construction and activities authorized by the permit have been performed in compliance with the plans and project description approved as a part of the permit and all conditions of the permit; or shall describe any deviations from the approved plans,project description,or permit conditions,and any work not performed. Such report shall not relieve the permittee of the provisions of paragraph 62B-33.0155(1)(a),F.A.C.If none of the permitted work is performed, the permittee shall inform the Department in writing no later than 30 days following expiration of the permit. The report shall be provided on the form entitled "Final Certification"DEP Form 73-115B (Revised 9/05),which is hereby adopted and incorporated by reference. (t)Authorization for construction of armoring or other rigid coastal structures is based on an engineering review and assessment of the design and anticipated performance and impact of the structure as a complete unit. Construction of any less than the complete structure as approved by the Department is not authorized and shall result in the assessment of an administrative fine and the issuance of an order to remove the partially constructed structure. Modifications to the project size, location, or structural design shall be authorized by the Department in accordance with Rule 62B-33.013,F.A.C. (2) The permittee shall not commence any excavation, construction, or other physical activity on or encroaching on the sovereignty land of Florida seaward of the mean high water line or, if established,the erosion control line until the permittee has received from the Board of Trustees of the Internal Improvement Trust Fund the required lease, license,easement, or other form of consent authorizing the proposed use. (3) The permittee shall obtain any applicable licenses or permits required by Federal, state, county, or municipal law. (4)This permit does not authorize trespass onto other property. (5) In the event of a conflict between a general permit condition and a special permit condition, the special permit condition shall prevail. (6) Copies of any forms referenced above can be obtained by writing to the Department of Environmental Protection, 2600 Blair Stone Road, MS 3522, Tallahassee, Florida 32399-2400, or by telephoning(850)245-8336. GENERAL LETTER OF CONSENT CONDITIONS Any use of sovereignty submerged lands is subject to the following general conditions,which are binding upon the applicant/permittee and are enforceable under Chapter 253,F.S. 1. Sovereignty submerged lands may be used only for the specified activity or use. Any unauthorized deviation from the specified activity or use and the conditions for undertaking that activity or use will constitute a violation. Violation of the authorization will result in suspension or revocation of the applicant's use of the sovereignty submerged lands unless cured to the satisfaction of the Board of Trustees. 2. Authorization conveys no title to sovereignty submerged lands or water column, nor does it constitute recognition or acknowledgment of any other person's title to such land or water. 3. Authorizations may be modified,suspended or revoked in accordance with its terms or the remedies provided in Sections 253.04,and 258.46,F.S., and Chapter 18-14, F.A.C. 4. Structures or activities will be constructed and used to avoid or minimize adverse impacts to sovereignty, submerged lands and resources. PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 PAGE 8 5. Construction,use,or operation of the structure activity will not adversely affect any species which is endangered, threatened or of special concer, , as listed in Rules 68A-27.003, 68A-27.004, and 68A-27.005,F.A.C. 6. Structures or activities will not unreasonably interfere with riparian rights. When a court of competent jurisdiction determines that riparian rights have been unlawfully affected, the structure or activity will be modified in accordance with the court's decision. 7. Structures or activities will not create a navigational hazard. 8. Structures shall be maintained in a functional condition and shall be repaired or removed if they become dilapidated to such an extent that they are no longer functional.This shall not be construed to prohibit the repair or replacement subject to the provisions of Rule 18-21.005,F.A.C.,within one year,of a structure damaged in a discrete event such as a storm, flood, accident, or fire. 9. Structures or activities will be constructed, operated, and maintained solely for water dependent purposes or for non-water dependent activities authorized under paragraph 18-21.004(1)(f),F.A.C., or any other applicable law. 10. The applicant/permittee agrees to indemnify, defend and hold harmless the Board of Trustees and the State of Florida from all claims, actions, lawsuits and demands in any form arising out of the authorization to use sovereignty submerged lands or the applicant's use and construction of structures on sovereignty submerged lands. This duty to indemnify and hold harmless will include any and all liabilities that are associated with the structure or activity including special assessments or taxes that are now or in the future assessed against the structure or activity during the period of the authorization. 11. Failure by the Board of Trustees to enforce any violation of a provision of the authorization or waiver by the Board of Trustees of any provision of the authorization will not invalidate the provision not enforced or waived, nor will the failure to enforce or a waiver prevent the Board of Trustees from enforcing the unenforced or waived provision in the event of a violation of that provision. 12. The Applicant/Permittee binds itself and its successors and assigns to abide by the provisions and conditions set forth in the authorization. If the applicant/permittee or its successors or assigns fails or refuses to comply with the provisions and conditions of the authorization,the authorization may be terminated by the Board of Trustees after written notice to the applicant or its successors or assigns. Upon receipt of such notice, the applicant/permittee or its successors or assigns will have thirty(30)days in which to correct the violations. Failure to correct the violations within this period will result in the automatic revocation of this authorization. 13. All costs incurred by the Board of Trustees in enforcing the terms and conditions of the authorization will be paid by the applicant. Any notice required by law will be made by certified mail at the address shown on page one of the authorization. The applicant will notify the Board of Trustees in writing of any change of address at least ten days before the change becomes effective. i¢a, • ..a 4w6 f‘-‘ PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 PAGE 9 14. This authorization does not allow any activity prohibited in a conservation easement or restrictive covenant that prohibits the activity. Approved plans are incorporated into this permit by reference. Executed in Tallahassee,Florida. STATE ORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION �` 7r' 1 ! Fritz W tein, Environmental Consultant Coastal Construction Control Line Program CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies,that this permit and all copies were sent on the filing date below to the following listed persons: Todd Bosco,Bosco Building Contractors, Inc.,Todd@BoscoCBC.com Trey Hatch, FDEP Field Inspector,trey.hatch@dep.state.fl.us Dan Arlington, City of Atlantic Beach Building Department,darlington@,coab.us Josh Rotta, Bosco Building Contractors,Inc.,Josh@boscocbc.com FILING AND ACKNOWLEDGMENT FILED, on this date,pursuant to Section 120.52, F. S., with the designated Department Clerk,receipt of which is hereby acknowledged. _)0t Yxit,_. ,--2,I a^, 04/20/2017 Clerk Date NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under sections 120.569 and 120.57, Florida Statutes, before the deadline for filing a petition. On the filing of a timely and sufficient petition,this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action,the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding(hearing) under sections 120569 and 120.57,Florida Statutes. Pursuant to rule 28-106.201, Florida Administrative Code, a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; if PERMITTEE: Jeffery D. Swanson PERMIT NUMBER: DU-496 PAGE 10 (b) The name,address,and telephone numb r of the petitioner;the name,address,and telephone number of the petitioner's representative, if any,which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes;and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed(received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with rule 62-110.106(3),Florida Administrative Code,petitions for an administrative hearing by the applicant must be filed within 21 days of receipt of this written notice.Petitions filed by any persons _ other than the applicant, and other than those entitled to written notice under section 120.60(3), Florida Statutes,must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. Under section 120.60(3), Florida Statutes, however, any person who has asked the Department for notice of agency action may file a petition within 21 days of receipt of such notice, regardless of the date of publication. The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination(hearing)under sections 120.569 and 120.57,Florida Statutes,or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28-106.205, Florida Administrative Code. Extension of Time Under rule 62-110.106(4), Florida Administrative Code, a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may,for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, before the applicable deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. PERMITTEE: Jeffery D. Swanson r . PERMIT NUMBER: DU-496 ; co,„* PAGE 11 Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to section 120.68, Florida Statutes, by filing a Notice of Appeal pursuant to rules 9.110 and 9.190, Florida Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, M.S. 35, Tallahassee, Florida 32399-3000; and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 30 days from the date this action is filed with the Clerk of the Department. Newspaper Publication The Agency will not publish or require the person requesting a permit to publish in a newspaper a notice of receipt of the permit application or notice of Agency action granting or denying the permit. Persons receiving a permit are advised that interested parties who become aware of Agency action approving or denying the permit, or who observe work on the project within certain time frames without any prior notice,may have rights to petition for an administrative hearing under Chapter 120,F.S. For this reason, it may be in the best interest of the person proposing the activity to publish, at its expense, a one- time "Notice of Permit Issuance" in a newspaper of general circulation in the county where the activity is located meeting the requirements of Chapter 50,F.S. Agency staff can provide persons with the information for such a notice upon request. Persons who are substantially affected by the proposed action may petition for an administrative hearing within the time frames specified in the notice and Chapter 120,F.S. 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I i :••:•:, ,,,,,,• mics L;&. ..... , Ikgism II ,,,.soll i It 1 1 1 - agameillairii1 ...fmillann r � 11 r 1 1 1 1 , 1 ; i+ I ; I / r I I 1 F, BEACH AVENUE p7rr /7-1c04 -3Paa lo /26 HO € zz 3ilk aa,f = zzo 39 / k ii. b ffy /83r Good " 4 ,.y - rte' -6;e1 e Ay I , f. - aim. ;, ehmitn, li _ 444.45-0 _ J' t ll0" 9P BIO '/Y92 ' � IC6 — r J1 •z 99 I tG K ifr ; 'OscrY6 � hyriil 601 OuK l Ellis& sociates kx• MGrou of Companies Geotechnical • Construction Materials•Environmental•Facilities • FILE COPY REPORT OF GEOTECHNICAL EXPLORATION SWANSON POOL ATLANTIC BEACH, FLORIDA E&A PROJECT NO.35-24769 CLIENT ID: 4285 Prepared for: Bosco Building Contractors, Inc. 2158 Mayport Road Atlantic Beach, Florida 32233 Prepared by: Ellis&Associates, Inc. 7064 Davis Creek Road Jacksonville, Florida 32256 January 4, 2017 Revised January 9,2017 Eli Ellis&Associates int ffi Group of Companies Geotechnical•Construction Materials•Environmental•Facilities January 4, 2017 Revised January 9,2017 Bosco Building Contractors, Inc. 2158 Mayport Road Atlantic Beach, Florida 32233 Attention: Mr. Dale Donnell Reference: Report of Geotechnical Exploration Swanson Pool Atlantic Beach, Florida E&A Project No. 35-24769 (Revised) Client ID:4285 Dear Mr. Donnell: Ellis&Associates, Inc. (E&A) has completed the requested geotechnical exploration in general accordance with our proposal dated November 30,2016.The exploration was performed to evaluate the general subsurface conditions within the proposed pool area and to provide recommendations for site preparation and foundation support. We appreciate the opportunity to be your geotechnical consultant on this phase of the project and look forward to providing the materials testing and observation that will be required during the construction phase. If you have any questions, or if we may be of any further service,please contact us. Very truly yours, Digitally signed by John Kent ELLIS& ASSOCIATES, INC. John Kent,P.E. ON:c=US,o=ldenTrust ACES Business Representative,ou=ELLIS Senior Engineer AND ASSOCIATES,cn=John Kent, Registered,Florida No.63218 0.92342.19200300.100.1.1=A0109 7C000001576D25F0F8000067AS Date:2017.01.09 14:07:50-05'00' Christopher J. Rivera John Kent, P.E. Staff Engineer Senior Project Engineer Registered, Florida No. 63218 Distribution: Mr. Dale Donnell—Bosco Building Contractors, Inc. 1 pdf 7064 Davis Creek Road,Jacksonville, FL 32256 • Phone:(904)880-0960&(800)273-0960•Fax: (904)880-0970 Offices:Jacksonville, FL• Daytona, FL•Brunswick, GA www.ellisassoc.com Ellis&Associates . MGroup of Companies Swanson Pool TABLE OF CONTENTS Subject Page No. 1.0 PROJECT INFORMATION 1 1.1 Site Location and Project Description 1 1.2 Project Description 1 2.0 FIELD EXPLORATION 1 2.1 SPT Boring 1 3.0 VISUAL OBSERVATION 1 4.0 GENERAL SUBSURFACE CONDITIONS 2 4.1 General Soil Profile 2 4.2 Groundwater Level 2 4.3 Normal Seasonal High Groundwater Level 2 5.0 DESIGN RECOMMENDATIONS 2 5.1 General 2 5.2 ACIP Pile Foundation Recommendations 2 6.0 CONSTRUCTION RECOMMENDATIONS 3 6.1 Clearing and Stripping 3 6.2 Temporary Groundwater Control 3 6.3 Excavations 4 6.4 Compaction 4 6.5 Structural Backfill and Fill Soils 4 6.6 ACIP Pile Construction Recommendations 5 7.0 QUALITY CONTROL TESTING 5 7.1 ACIP Piles 6 7.2 Compacted Fill/Backfill 6 8.0 REPORT LIMITATIONS 6 FIGURES Figure 1 Site Location Plan Figure 2 Field Exploration Plan APPENDICES Appendix A Soil Boring Log Field Exploration Procedures Key to Soil Classification 35-24769 Revised i January 9,2016 Ellis&AssociatesMc. MGroup of Companies Swanson Pool 1.0 PROJECT INFORMATION 1.1 Site Location and Project Description The project site is located at 1755 Beach Avenu in Atlantic Beach,Florida. The general site location is shown on Figure 1. At the time of our exploration,the site was developed,with surface cover consisting of grass.An existing residence was located adjacent to the explored area. The site was relatively level with a slight slope downward to the east. Surface water was not observed near planned structural areas at the time of our exploration. 1.2 Project Description You provided project information via several discussions and an email dated November 28,2016. We were provided with a copy of a Map of Survey for the property,prepared by Boatwright Land Surveyors, Inc., last updated June 27,2016. This plan shows the boundary limits for the property,adjacent structures,and the existing roadway adjacent to the site. We were also provided with a copy of the Pool Plan and Details,prepared by Alexander Grace Consulting, Inc.,last dated September 16,2016.We understand that the pool has plan dimensions of 16 feet by 26 feet and the pool bottom will be at approximately elevation 14.7 NAVD. The pool will be founded upon six 14- inch diameter auger cast in place(ACIP)piles. If actual structure details vary from these conditions,then the recommendations in this report may need to be re-evaluated.We should be contacted if any of the above project information is incorrect so that we may re-evaluate our recommendations. 2.0 FIELD EXPLORATION We performed a field exploration on December 21,2016.The approximate boring location is indicated on the attached Field Exploration Plan(Figure 2).Our personnel determined the boring location using taped measurements from the existing residence and survey controls adjacent to the site.The boring location on the referenced Field Exploration Plan should be considered accurate only to the degree implied by the method of measurement used. 2.1 SPT Boring We located and performed one Standard Penetration Test(SPT)boring,drilled to a depth of approximately 50 feet below the existing ground surface,in general accordance with the methodology outlined in ASTM D 1586 to explore the subsurface conditions within the area of the proposed pool structure.Split-spoon soil samples recovered during performance of the boring were visually classified in the field and representative portions of the samples were transported to our laboratory for further evaluation. A summary of the field procedures is included in Appendix A. 3.0 VISUAL OBSERVATION A geotechnical engineer classified representative soil samples obtained during our field exploration using the Unified Soil Classification System(USCS) in general accordance with ASTM D 2488. A Key to the Soil Classification System is included in Appendix A. 35-24769 Revised 1 January 9, 2017 ESI Ellis&associates inc. 55Group of Companies Swanson Pool 4.0 GENERAL SUBSURFACE CONDITIONS 4.1 General Soil Profile The detailed boring record is included in Appendix A. It should be understood that the soil conditions will vary away from the boring location.Below the surficial topsoil,the boring generally encountered very loose to very dense fine sand (SP) and fine sand with silt (SP-SM) to the termination depth of 50 feet below existing ground surface. 4.2 Groundwater Level Groundwater was encountered at the boring location and recorded at the time of drilling at a depth of greater than 10 feet below the existing ground surface.We note that groundwater levels will fluctuate due to seasonal climatic variations,surface water runoff patterns,construction operations,and other interrelated factors.The groundwater depth at the boring location is noted on the Log of Boring record. 4.3 Normal Seasonal High Groundwater Level The normal seasonal high groundwater level is affected by a number of factors.The drainage characteristics of the soils,land surface elevation,relief points such as drainage ditches,lakes,rivers,swamp areas,etc., and distance to relief points are some of the more important factors influencing the seasonal high groundwater level. Based on our interpretation of the site conditions,including the boring logs and the Web Soil Survey which encompasses all of Duval County,we estimate the normal seasonal high groundwater level at the site at the pool area to be approximately 7 to 8 feet below the existing ground surface.It is possible that groundwater levels may exceed the estimated normal seasonal high groundwater level as a result of significant or prolonged rains. 5.0 DESIGN RECOMMENDATIONS 5.1 General Our geotechnical engineering evaluation of the site and subsurface conditions at the property,with respect to the planned construction and our recommendations for site preparation and foundation support,are based on(1)our site observations,(2)the field data obtained,(3)our understanding of the project information and structural conditions as presented in this report, and (4) our experience with similar soil and loading conditions. If the stated structural or grading conditions are incorrect,or should the location of the pool structure be changed,please contact us so that we can review our recommendations.Also,the discovery of any site or subsurface conditions during construction that deviate from the data obtained during this geotechnical exploration should also be reported to us for our evaluation. The recommendations in the subsequent sections of this report present design and construction techniques that are appropriate for the planned construction.We recommend that Ellis&Associates,Inc.be provided the opportunity to review the final foundation plans and earthwork specifications to verify that our recommendations have been properly interpreted and implemented. 5.2 ACIP Pile Foundation Recommendations Due to the proximity of the structure to the Atlantic Ocean,we understand that 14-inch diameter auger cast in place (ACIP) piles will be used to support the pool structure. Based on our experience with similar loading and subsurface conditions,it is our opinion that an ACIP pile foundation system is applicable for this project. 35-24769 Revised 2 January 9, 2016 171 EIIis&Associates. MGroup of Companies Swanson Pool 5.2.1 Allowable Compressive Capacities It is our opinion that ACIP piles,properly constru ted,can support the proposed structure when embedded into the soil strata encountered at the site. We ha e estimated allowable compressive and uplift capacities for 14 inch diameter ACIP piles bearing at a dep h of 20 feet below existing grade to be as shown in the following table: ACIP Pile Design Capacity at 20 Feet Below Existing Grade Pile Diameter(inch) Allowable Compressive Capacity Allowable Uplift Capacity(Tons) (Tons) 14 26 8.5 The above capacities include a theoretical factor of safety 2 for skin friction and 3 for end bearing failure. Our evaluation also included a scourable soil zone of 8 feet below existing site grade. The allowable pile capacity is a function of the structural strength of the grout and the strength of the supporting soil. We recommend the ACIP piles be constructed with grout having a minimum 28-day compressive strength of 4,000 psi.The design pile compressive capacity should not exceed the allowable capacity of the structural member as governed by appropriate codes. 5.2.2 Pile Group Effects We recommend a center-to-center minimum pile spacing of 2.5 to 3 times pile diameter. Using this minimum spacing,we anticipate that any capacity reductions due to group effects of individual piles which are installed within a group of piles should be small and therefore should be considered insignificant in the design of the foundation system. 5.2.3 Settlement With the deep foundation system properly installed to bear at the minimum depths and spacings noted above,at the design load,we estimate that the settlement of an individual pile will be on the order of 0.5 inches or less.This settlement estimate is based upon the use of(1)the field test data obtained during our geotechnical exploration, which has been correlated to geotechnical strength and compressibility characteristics of the subsurface soils beneath the site,and(2)published theoretical and empirical methods of settlement analysis for deep foundations bearing on soils similar to those at this site. 6.0 CONSTRUCTION RECOMMENDATIONS 6.1 Clearing and Stripping Site preparation should consist of clearing the sparse vegetation and any near surface organic topsoil.The clearing/stripping operations should extend within and to a distance of at least five feet beyond the perimeter of the pool construction limits. During grubbing operations,roots with a diameter greater than 0.5-inch,stumps,or small roots in a concentrated state,should be grubbed and completely removed.The actual depths of unsuitable soils and materials should be determined by Ellis&Associates,Inc.using visual observation and judgment during earthwork operations. 6.2 Temporary Groundwater Control Because of the need for densification of the soils at the bottom of the pool excavation and to maintain a dry work area,temporary groundwater control measures may be required if the groundwater level is within 2 feet below the bottom of the pool excavation at the time of construction. Should groundwater control 35-24769 Revised 3 January 9,2016 Ellis&Associates ke. Group of Companies Swanson Pool measures become necessary,dewatering methods should be determined by the contractor.We recommend the groundwater control measures,if necessary,remain in place until construction of the pool foundations and grade beams has been completed. The site should be graded to direct surface water runoff from the construction area. Note that discharge of produced groundwater to surface waters of the state from dewatering operations or other site activities is regulated and requires a permit from the State of Florida Department of Environmental Protection(FDEP).This permit is termed a Generic Permit for the Discharge of Produced Groundwater From Any Non-Contaminated Site Activity. If discharge of produced groundwater is anticipated, we recommend sampling and testing of the groundwater early in the site design phase to prevent project delays during construction.Ellis&Associates,Inc.can provide the sampling,testing,and professional consulting required to evaluate compliance with the regulations. 6.3 Excavations The excavation required for the pool construction will be required to meet OSHA requirements. Either a braced sheet pile structure or an excavation having temporary slopes cut back at 1.5 horizontal to 1 vertical (1.5H:1 V)may be used depending on the specific project requirements.The 1.5H:1 V slopes are contingent upon the dewatering system adequately controlling slope groundwater seepage. Sheet piling,if required, should be designed in accordance with OSHA requirements by a Florida Registered Professional Engineer. 6.4 Compaction After completing the clearing and stripping operations and installing the temporary groundwater control measures(if required),the exposed surface of the pool excavation should be compacted with a vibratory drum roller having a minimum static,at-drum weight,on the order of 4 to 6 tons.Typically,the material should exhibit moisture contents within±2 percentage points of the modified Proctor optimum moisture content(ASTM D 1557)during the compaction operations.Compaction should continue until densities of at least 95 percent of the modified Proctor maximum dry density(ASTM D 1557)have been achieved within the upper two feet of the compacted natural soils at the site. Should the bearing level soils experience pumping and soil strength loss during the compaction operations, compaction work should be immediately terminated,and(1)the disturbed soils should be removed and backfilled with compacted structural fill,or(2)the excess moisture content within the disturbed soils should be allowed to dissipate before recompacting. Care should be exercised to avoid damaging any nearby structures while the compaction operation is underway.Prior to commencing compaction,occupants of adjacent structures should be notified,and the existing conditions of the structures should be documented with photographs and survey (if deemed necessary).Compaction should cease if deemed detrimental to adjacent structures,and Ellis&Associates, Inc. should be contacted immediately. We recommend the vibratory roller remain a minimum of 50 feet from existing structures.Within this zone,use of a track-mounted bulldozer,or a vibratory roller operating in the static mode,is recommended. 6.5 Structural Backfill and Fill Soils Structural backfill or fill required for the project should be placed in loose lifts not exceeding 12 inches in thickness when compacted by the use of the above described vibratory drum roller.The lift thickness should be reduced to 8 inches if the roller operates in the static mode or if track-mounted compaction equipment is used.If hand-held compaction equipment is used,the lift thickness should be further reduced to 6 inches. Structural fill is defined as a non-plastic, inorganic, granular soil having less than 10 percent material passing the No.200 mesh sieve and containing less than 4 percent organic material.The fine sand and fine 35-24769 Revised 4 January 9,2016 Ellis&Associates Inc. BSGroup of Companies Swanson Pool sand with silt, without roots, as encountered in ;he boring, are suitable fill materials and, with proper moisture control,should densify using conventional compaction methods. Soils with more than 10 to 12 percent passing the No. 200 sieve will be more difficult to compact, due to their nature to retain soil moisture, and may require drying. Typically, fill material should exhibit moisture contents within ±2 percentage points of the modified Proctor optimum moisture content (ASTM D 1557) during the compaction operations.Compaction should continue until densities of at least 95 percent of the modified Proctor maximum dry density (ASTM D 1557) have been achieved within each lift of the compacted structural fill. 6.6 ACIP Pile Construction Recommendations 6.1.1 Construction Techniques ACIP piles should be formed by rotating a continuous,hollow-flight auger to the desired pile tip elevation followed by slow withdrawal of the auger while pumping a mortar grout under pressure through the auger. The pressure of the pumped mortar grout at the auger tip or injection point should be sufficient to(1)fill the pile shaft created by the augering process and withdrawal,(2)prevent"necking"or shaft area reductions due to lateral inward squeezing of any adjacent soft soils,and(3)cause an outward flow of mortar into the adjacent soils.A pressure head within the hollow auger stem equivalent to approximately 10 feet of grout above the adjacent ground surface should be maintained to help verify that a proper grout pressure exists at the injection point.A sudden drop in the sustained pressure head often indicates that a soft zone or void has been encountered and therefore continued mortar injection at this level should be performed until the pressure head has been re-established. Pre-augering and withdrawal of the auger before concreting may result in a reduction of the in-place shear strength characteristics of the adjacent soils and this may require additional pile embedment upon re-augering and concreting.We recommend a reputable contractor,with at least 5 years of experience,install the ACIP piles. 6.6.2 Installation Sequences Construction of ACIP piles located within six pile diameters,center-to-center,should not be performed until the adjacent pile has achieved its initial set, which typically occurs approximately 24 hours after pile construction.This time delay allows the"green"cement grout in the adjacent recently constructed pile to harden,and reduces the potential for loss of grout into the adjacent pile during the augering process. 6.6.3 Steel Placement If lateral loads or uplift will be exerted on the piles,steel reinforcement will be required within the piles. Information contained on the Pool Plan and Details drawing indicates that steel reinforcement has been incorporated into the ACIP pile design. After augering to the desired pile tip level and the auger removed, the steel reinforcement can be statically pushed into recently concreted piles(i.e.,while the grout is still "green"). Typically, up to approximately 10 to 20 feet of steel rebar can be placed by this method. The alignment and concrete cover of the rebar, when placed by this method, can vary. Accordingly, it is recommended that centralizers be placed every 5 feet to ensure proper concrete coverage. 7.0 QUALITY CONTROL TESTING Ellis&Associates,Inc.should be retained to perform the construction materials testing and observations required for this project,to verify that our recommendations have been satisfied. We are the most qualified to address problems that may arise during construction, since we are familiar with the intent of our engineering design. We recommend that our firm be provided the opportunity to make a general review of the foundation plans and the foundation construction and earthwork specifications. If necessary, we will suggest any 35-24769 Revised 5 January 9, 2016 Ellis&Associateskt MGroup of Companies Swanson Pool modifications that may be required in order to verify that our recommendations have been properly interpreted and implemented. 7.1 ACIP Piles The quality of the pile foundation is dependent upon the skill, experience, and techniques used by the foundation contractor. Since the piles are not visible or accessible for direct inspection after construction, and since problems during installation are not as evident and easily observed as with driven piles, we recommend that a geotechnical engineer,or his/her representative,observe and monitor the auger-grouted concrete pile installations. His/her duties should consist of,but not be limited to,the following: 1. Verify that the piles are augered to the design tip bearing level. 2. Monitor the auger withdrawal rate and grouting operations to help verify that a sufficient mortar grout pressure head is maintained above the injection point during construction. 3. Confirm that the grout pumping equipment is operating satisfactorily throughout the construction process. 4. Record the volume of mortar grout required to construct the pile. 5. Obtain samples of the fluid grout mixture for slump testing and for molding of test cylinders for strength verification of the hardened grout. 6. Monitor the installation of steel reinforcement to verify that the size, length,configuration, and placement of the steel are in compliance with the job specifications. 7.2 Compacted Fill/Backfill A representative number of field in-place density tests should be made in the upper 2 feet of compacted natural soils and in each lift of compacted backfill and fill.Density tests are recommended to verify that satisfactory compaction operations have been performed.We recommend density testing be performed at one location for every 1,000 square feet of pool area. 8.0 REPORT LIMITATIONS Our geotechnical exploration has been performed, our findings obtained, and our recommendations prepared,in accordance with generally accepted geotechnical engineering principles and practices.Ellis& Associates, Inc. is not responsible for any independent conclusions, interpretation, opinions, or recommendations made by others based on the data contained in this report. Our scope of services was intended to evaluate the soil conditions within the zone of soil influenced by the foundation system. Our scope of services does not address geologic conditions,such as sinkholes or soil conditions existing below the depth of the soil borings. This report does not reflect any variations that may occur way from the soil boring.The discovery of any site or subsurface condition during construction that deviates from the data obtained during this geotechnical exploration should be reported to us for our evaluation.Also,in the event of any change to the assumed structural conditions or the location of the pool structure,please contact us so that we can review our recommendations.We recommend that we be provided the opportunity to review the final foundation plans and earthwork specifications to verify that our recommendations have been properly interpreted and implemented. 35-24769 Revised 6 January 9,2016 FIGURES i cc ?.r Rd z= 4 o a ea Z O r . . , , _ _ ,s . ,.. _I v, '! ' 20th St 1gth Si E cu Approximate Site Location 0x Ci. 0,-°_, 6it-.,4110 g• 5 -v iv e a) w an g' o )c to rn A w i ("i r 1- < r: a ' I l th St IAtlantic Bear I Plaza m w 7th St n 0 VI es cO 0 0' O —. 03 Ce 0 v `-. - 3rd St m Vetk ea O S9 E.... 0 Atlantic Blvd Bil Ellis a Associates Inc. Site Location Plan „0„„,..—.„ s Group of Compar. AO a, Swanson Pool a Geotechnical•Construction Materials•Environmental•Facilities Atlantic Beach,Florida \._ �' ti' 7064 Davis Creek Road. Jacksonville,FL 32256 M p:(904)880-0960 & (800)273-0960 / f:(904)880-0970 cn Offices:Jacksonville,FL•Daytona,FL•Brunswick,GA www.ellis@ellisassoc.com Date:0110417 Project No.: 35-24769 I Figure 1 0 co ' 8-/3 -- 41- '": 15- - - M u- N co co 0 it ill ) -._::_--),3„' --,1 ** , IC ..-, o.i°.. ``... ..• tJ y C Ii LT_ N 91 0 In U co 0 o 0 <p .. - n M m a 1J _ 1, RI C co S0431 r E • - d 3 ai •o _ m.,roe-c sow .. :50616'1&. _ _�-=_ w il tt ii, g. r- o •.�_ —'t! co CI ,'''''.. ••N': 'c gi K fm .. 1 ,'� 'b MOO•M ��p C N _ b I ■+ C a. q 1,`. ■� r- cLLv.2 £ o >�tN, 1`a� j �:z § LI. dF� O 4•:";' i79S th i~fl f ^•zz5,.44 4-_ ■ N o C yr'�oaoaa �� 4 I��h -,. �� s F - y 0 O . .S.04103:..... J �Y `Y. _ 1'Q G L - C 7 M N se q O_ Y `' r, .A An , W I I U O C 3 > as -. t- 13 ( '4 iii W �� n F UI { IJ 1 t if C• p •I F ^r- g ale . -- 1/. ( y a 51'EAJ.35.37 1 m�I wE ...: tY 'rI�,.-. ").; R S 1t SI'ET7Jn, •COAStl�COMSitNCT!cfl 0)M I ,y�.. o E r �•K -v, , Ry � r. .,:, J q 7etg c4S - co.) CO —- - • ;tet ti - - - A -a: ____ _ - tI'- it dN 3CH AVENUE ° 15 t,� a.C <ri= BEA,ro T�.w/ t ao►trwh a.d c 69LtZ-9£-SVf APPENDIX A SOIL BORING LOGS FIELD EXPLORATION PROCEDURES KEY TO SOIL CLASSIFICATION Di Ellis&Associateshic. Group of C O l 1 p a fl i e Project No.: 35-24769 Boring No.: B1 LOG OF BORING Sheet I of 2 Project: Swanson Pool Client: Bosco Building Contractor Drill Rig: Pontoon Driller: D.Francis Boring Location: See Field Exploration Plan Drill Rod: AWJ Drill Mud: Super Gel-X Casing Size: Length of Casing: Groundwater Depth: 10 ft Time: Drilling Date: 12/21/16 Boring Begun: 12/21/16 Boring Completed: 12/21/16 SHEAR STRENGTH S.? 0 i_ w ksf) t 0 d rD J y W �D„W k 0 U d etPrbe Semple Z LL W 41 Ix A Q- U U)1- J 0 Pocket Penetrometer J W a A 0 W 4.c - 0 0 Disturbed Sample i J DESCRIPTION > 1- o rn 2 v v Tonrane a a U) Z E- Z N Q d 2Z V U O a + d 0 Unconfined Compression U) p ILI N J Z 0 Q 0 Triaxial Compression w W (%) m d a' 0 10 20 30 40 0 1 2 - 0 Topsoil ILO 1 - = 1 - VERY LOOSE to MEDIUM DENSE Light Gray I _ - Brown Fine SAND(SP) 2 3 _ - 2 — 2 - - 2 - - 2 _ 1 3 2 - - 2 - - 2 - - 3 = 5 : 2 4 - 2 3 - - 4 i:: 3 3 6 _• _ 5 8 - - 8 - - 5 _ 7 15 -- 10 :':.: sti Ellis&Associates.. Group of C o m p a i l i r` Project No.: 35-24769 Boring No.: B1 LOG OF BORING Sheet 2 of 2 Project: Swanson Pool Client: Bosco Building Contractor Drill Rig: Pontoon Driller: D.Francis Boring Location: See Field Exploration Plan Drill Rod: AWJ Drill Mud: Super Gel-X Casing Size: Length of Casing: Groundwater Depth: 10 ft Time: Drilling Date: 12/21/16 Boring Begun: 12/21/16 Boring Completed: 12/21/16 9 O SHEAR STRENGTH tit (ksf) Z z z f z Penes W _ Pocket rbed Same er z fl 0 Q m J 0 Undisturbed Sample LL =<1•1 - Q- U N z J Pocket Penetrometer ILIi ti DESCRIPTION a ro O W F o H O O p Disturbed Sample O. F- fl N > Zi_ z N CO 2 V 5 v Tonrane a. 2 3 z W Q W + d • Unconfined Compression 41 tU .1Cc�0 a co p N J lY W Z 0 0 ® Triaaal Compression / CO a a (%) 0 10 20 30 40 0 1 2 25 - - --i , • 1 - • DENSE Gray Fine SAND(SP)(Continued) - _ _ = VERY DENSE to DENSE Gray Fine SAND With _ _ _ Shell Fragments(SP) _ _ - 27 - - 9 38 ----1 - 30 _ 41 79 - - - 35 13 - - 10 : 1 __ : 27 43 - - _ -1 - - 10 - - 11 • 19 40 • 19 33 - - r -- - ✓ - - 1- _ - MEDIUM DENSE Gray Fine SAND With Silt(SP- 0 _- - SM) :1: 10 - _ 8 12 I 11. ) 13 o 28 n _ 45 - w _ I:I :I: <0 - - cil — — VERY LOOSE Gray Fine SAND With Silt,Trace — N - - Shell Fragments(SP-SM) 1111 _ _ M o z 13 - 1M I - - 1 2 - - 50 Boring Terminated L 50 ft. , o Remarks 0 2, E.4 Ellis&Associates FIELD EXPLORATION PROCEDURES Standard Penetration Test(SPT) Borings The Standard Penetration Test (SPT) borings were made in general accordance with the latest revision of ASTM D 1586, "Penetration Test and Split-Barrel Sampling of Soils". The borings were advanced by rotary (or "wash-n-chop") drilling techniques. At 2 'h to 5 foot intervals, a split-barrel sampler inserted to the borehole bottom and driven 18 inches into the soil using a 140 pound hammer falling on the average 30 inches per hammer blow. The number of hammer blows for the final 12 inches of penetration is termed the"penetration resistance,blow count, or N-value". This value is an index to several in-place geotechnical properties of the material tested, such as relative density and Young's Modulus. After driving the sampler 18 inches (or less if in hard rock-like material), the sampler was retrieved from the borehole and representative samples of the material within the split-barrel were containerized and sealed. After completing the drilling operations, the samples for each boring were transported to our laboratory where they were examined by our engineer in order to verify the driller's field classification. The retrieved samples will be kept in our facility for a period of six (6) months unless directed otherwise. EA EIIis&Associateslnc. }(EY TO SOIL CLASSIFICATION Description of Compactness or Consistency in Relation To Standard Penetration Resistance Granular Materials Silts and Clays Relative Safety Hammer Automatic Hammer Safety Hammer Automatic Density SPT N-Value SPT N-Value Consistency SPT N-Value Hammer SPT N- (Blow/Foot) (Blow/Foot) (Blow/Foot) Value(Blow/Foot) Very Loose Less than 4 Less than 3 Very Soft Less than 2 Less than 1 Loose 4— 10 3—8 Soft 2 4 1 —3 Firm 4-8 3-6 Medium Dense 10—30 8—24 - Stiff 8—_15 6— 12 Dense 30 50 24—40— Very Stiff 15—30 12—24 Very Dense Greater than 50 Greater than 40 Hard Greater than 30 Greater than 24 DESCRIPTION OF SOIL COMPOSITION** (Unified Soil Classification System) Group LABORATORY CLASSIFICATION CRITERIA MAJOR DIVISION Symbol FINER THAN SUPPLEMENTARY SOIL DESCRIPTION 200 SIEVE% REQUIREMENTS GW <5* z D60/D,0 greater than 4 Well graded gravels,sandy gravels _ Gravelly soils D302/(Deo x D10)between 1 &3 (over half of GP <5« Not meeting above gradation Gap graded or uniform gravels.sandy • coarse fraction for GW gravels Coarse larger than grained No.4) GM >12* PI less than 4 or below A-line Silty gravels.silty sandy gravels (over 50% GC >12* PI over 7 above A-line Clayey gravels,clayey sandy gravels • by weight - , „-... coarser <5* z Deo/D,o greater than 6 Well graded sands.gravelly sands than No. D302/(060 x D,o)between 1 &3 200 sieve) Sandy soils(over ' half of coarse Sp <5* Not meeting above gradation Gap graded or uniform sands,gravelly fraction finer than requirements sands No.4) SM >12* PI less than 4 or below A-line Silty sands silty gravelly sands SC >12* PI over 7 and above A-line Clayey sands,clayey gravelly sands Low ML Plasticity chart Silts.very fine sands.silty or clayey fine sands micaceous silts Fine compressibility grained (liquid limit less CL Plasticity chart Low plasticity clays.sandy or silty clays than 50) (over 50% OL Plasticity chart,organic odor or color Organic silts and clays of low plasticity • by weight finer than Micaceous silts.diatomaceous silts. No.200 High MH Plasticity chart volcanic ash sieve) compressibility (liquid limit more CHPlasticity chart Highly plastic clays and sandy clays than 50) ' OH Plasticity chart,organic odor or color Organic silts and clays of high plasticity Soils with fibrous organic matter PT Fibrous organic matter.will char.burn or glow Peat.sandy peats,and clayey peat * For soils having 5 to 12 percent passing the No.200 sieve,use a dual symbol such as SP-SM. **Standard Classification of Soils for Engineering Purposes(ASTM D 2487) SAND/GRAVEL DESCRIPTION SILT/CLAY DESCRIPTION MODIFIERS ORGANIC MATERIAL MODIFIERS . MODIFIERS Modifier Sand/Gravel ' Modifier Organic ContentModifier Silt/Clay Content Content Trace 1%to 2% Trace <5% Trace <15% Few 2%to 4% With 5%to12% With 15%to 29% Some 4%to 8% Silty/Clayey 13%to 35% Sandy/Gravelly >29% Many >8% Very >35% ! a • UNIVERSAL OfltCesln: •Daytona leach,FL •Fort Myers, FL ...dip ENGINEERING SCIENCES •Fort Pierce, Ft. 1111111111111. •Gainesville,rL Consultants In:Geol•chnical Engineering•Environmental Engineering•Construction Materials Testing• •Jacksonville, FL Threshold Inspection•Private Provider Inspection•Geophysical Studies •Leesburg,FL •Miarnl,FL June 13, 2017 •Norcross,GA •Ocala,FL Bosco BuildingContractors •Orlando, FL Palm Coas1.FL 2158 Mayport Rd. •Panama City,FL •Pensacola,FL , Atlantic Beach, Florida 32233 •Rocklodgo, FL •Sarasota,Ft. Attention: Mr. Dale Donnell. •St.Augustine, FL •Tampa, FL •Wost Palm Beach.FL Subject: Auger-Cast Pile Installation Observation Letter Swanson Pool 1755 Beach Avenue Duval County, Florida 32233 UES Project No. 0950.1700033.0000 Dear Mr. Donnell Universal Engineering Sciences, Inc. (UES) has completed the Auger-Cast Pile (ACP) Installation Observation for support of the Pool structure at the above listed project location. The purpose of the observation was to provide individual records for the installed piles. The following paragraphs provide the final summary of the results of our monitoring. Observation of the auger-cast pile installation was conducted by a Project Manager who recorded pile identification numbers, time of pile installation, pile tip and top elevations, the auger diameter, and actual and theoretical pile volumes (based on pump calibration). A pump calibration was performed on site in a 55-gallon drum, resulting in a 1.08 cubic feet per stroke volume ratio. A total of Six (6) auger-cast piles were installed on June 2, 2017 by Brevard Grouting. The auger-cast piles for the house structure were installed with a 14-inch diameter auger and have pile lengths of 27.00 feet. Locations of the piles were provided to UES on site. The associated pile numbers were assigned by UES. Figure 1 below shows the foundation plan and associated pile numbers, note that the piles were located in the field by the contractor. Note: Please note that the plans were updated to accommodate the as built conditions. Steel reinforcement cages were inserted into the freshly placed piles consisting of four (4)#5 vertical reinforcement bars by 27 feet in the Pool structure . 5561 Florida Mining Boulevard South • Jacksonville, Florida 32257 • (904) 296-0757 • FAX (904) 296-0748 1 ( • 4 Pile Installation Observation Letter UES Project No.0950.1700033.0000 Swanson Pool— 1755 Beach Avenue June 13,2017 Atlantic Beach,Florida 32233 Page 2 of 3 One set of four (4) 4-inch diameter by 8-inch tall grout cylinders were made for compressive strength testing. The cylinders were transported to our laboratory for moisture curing and testing. Results of the concrete testing including strength tests will be forwarded upon completion of testing. The auger-cast pile records are attached in the appendix. I 21'4' It.fi � 2 2 • • • 5 - - .. i T'c,PILE 3 Lu i! Figure 1: Pile Foundation Plan The individual pile grout factors range from 1.23 to 1.61 with an average of 1.36. The auger-cast piles for the house and pool structures were installed in general accordance with standard industry installation practices. This letter does not provide an evaluation of the auger-cast pile capacities. We have assumed that the designer has specified the materials to be used and that they are appropriate for this application. 1111 2 t Pile Installation Observation Letter UES Project No.0950.1700033.0000 Swanson Pool— 1755 Beach Avenue June 13,2017 Atlantic Beach,Florida 32233 Page 3 of 3 If you have any questions concerning this letter, or if you need any additional information, please do not hesitate to contact our office at your convenience. We appreciate the opportunity of working with you on this project, and look forward to a successful completion. Sincerely, UNIVERSAL ENGINEERING SCIENCES,INC. totuuifue •`��E LY••AN ti�s, /f2y, ,.96.4i9 tg •�• Sr Je ,•�'� 'amirez. Kelly Marshall, I;4,1;" qrF •'r-: O. D • .•undation Engineer Senior Engineer %3 O R Florida P.E. Number �9 . •.... Date: ��tE..NcwAT' Attachments: Pile Installation Logs 3 `410 r . i " UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME: utt+;is sr. •••>•.Irn.jC.�p...• q•Emvor-.,M.Y Frr,a•y•Coneuuui:n MlluWs'ustr'i4• ',WobI IflS 5 ,•P.�;,b 0.w.\r 41spaao•;.cgM W>�Ms ARRIVAL TIME: AUGER CAST PILE DEPART TIME: CLIENT REP: FIELD DATA SHEET 10TAL MILEAGE: PROJECT NAME: 1.46(n So.) Pop 1 _ I-7 SS r it r-L. 4VtIDATE: (o-2—t7 PROJECT ID: Odi5O, 1.700032.00QQ UES REP: 3-6-1 ,1,, 6.1,4!1unc, CLIENT: (3 fvvc r,( Gra 1,-)6 CONTRACTOR: &ZGJ CcoS-i•Mc.+13n Cothe,ny J Pile No. 3 1 2 t-} to S-- Strokes Strokes 0 to 5 ft (o 1 (0 g T Strokes 5 to 10 ft (p 1 (, 7 (o g Strokes 10 to 15 ft (2 1 (p (o Co i Strokes 15 to 20 ft (p 6 b c (0 7 Strokes 20 to 25 ft (p 1 -1 (D Q Strokes 25 to U ft 3 3 3 3 3 T Strokes 30 to 35 ft — — — Strokes 35 to 40 ft — — — — — Total Strokes 33 31 14 3(0 35- 43 Compression Tension Pile T r T I T -T-- Pile Pile Top Elevation (ft) ±-ii Ground Elevation (ft) +11 Auger Diameter(inch) 1 • Start Auger Time q:1-1 AM q:11 f}M q:43 it c}:Sy Ah to.--)3 AM 10:12 frig-, Complete Auger Time Q:2S c4M ci 3S i v' al 47 AtA q'57 Olm l o:c'7 el-h, t 0:22 kto Rate of Drilling at Last 3 ft 1 li sc- /?; s-,c R 7cu %6 >zc 16 sic- /7 x(-- Final Pile Length (ft) 21 Pile Tip Elevation (ft) "10 ) Theor. Pile Vol. (ft') 2.8, 8342 ------- --may Start Grout Time q:21-; AM q 4 S A+1 �;,7 Prm 9:5-7 f#-m (0:07 Ail /0:22 f}h End Grout Time °7:1-(9 f4-1.1 °i:l7 , y. `-cl PcM 9 :s� iw, (o; 09 A-,, I o:2,4 frM Uniform Auger Extraction 1/ (V l/ ✓ ✓ Reinforcing Steel /#S X 274f+ ) Total Stroke No. 3 3 37 111 342 IS ill Stroke to Volume Ratio 1,02 (,o g /:0 F I. 02- 1. 02 1.o2 Total Grout Volume .Z5-,Cif 39.°Ib 3(0,72 38.88 '57, 8 446.`1'7L Overall Grout Factor j.2 1.3E !• 27 • (.3tf 1.31 1,10I Concrete Truck No. 41(00(,(,x{24) Batch Time g..1514-0 Cylinder No. -fist+ _.5e+ Notes: CotArAi\or kid c,,tf murkcr5 caif-tr 4, 4 'Frvcn 0)An SGG upc4A+eA drv,Wlrt /I-I\ f{►ICS i..letr brnoleGI down 4t- k,in.; 0, h"c.ti-. File,1 pile 1eryk 5h.ouictl i-e. 21, >r-1-. Tht ktp ot� �hou\a 1pz '' + t-1��, -ryloL Btyu w 6- OFFICE COPY 51u0 /M44iv6- Pool coA,,f„e T-E4 AT Ai CoRlit'gs Co/V t1 00.5 ar-- To oo L / UMP NO 7 0 Scg_E 5A) ENc Los' uk 6 SCOTT'S FOUL SER vicE 1RIS DR. � 32225 T® 4'5 \56961). AT 2.5 % 'v5(1/4-Y rgkov/ti.o X001- c5H REVISION BP# /2 202L 3.321 DATE_ 5J /7 SIGNED hv,.' N . • . ' -- - , ' : SuerFIO High Performance P g Pump ;u . „'YET. • . �' When outfitting your new pool or looking fora superior replacement for a ` Hayward'Super Pump,SuperFlo drops right into place with ease to minimize installation time and expense. y"{ .4 t Y - ,.4k,. yea�e uty moron for long service life. is ..,i'd, :• • Superior hydraulic design and • ,. 1 - thick-walled body parts deliverj.super-quiet operation. O f The strong, silent type OFFICE COPY The SuperFlo®high performance pump meets all the criteria Performance Curves for a superior pool,spa or water feature pump. Its super 3450 NPM energy-efficient,super quiet and super easy to maintain.Plus, 35: 110 .y�2‘.6 HPHigh Speed 2 HP High Speed ft's designed with innovative materials that will stand up to the Speed 30— 100 = 1 I1/2HP P High speed most demanding installations and conditions. Whether you're = 7 —z Itrele choosing your first pump or replacing older technology, § SuperFlo is definitely a super choice. I's 20 ]60 Self-priming for quick,easy start-up. Q is- °`', 115-volt ar 230-volt models available. 10- Low 20» Performance and pressure tested to ensure superior quality. s- �`--". 0 UUCUUNSF certified. 20 40 60 80 loo 120 140 160 US.Gallons per minute One-year limited warranty. See warranty for details. s 10 Is 20 2s 30 35 Cubic Meters per hour Available from: ,T--ill', Pentair ooh Product? e :: _ , _ + Because reliability matters most® '--t ., wvvw.pencairpool.com p? y Phone:800-83 I-7133 pumps i filters heaters i heat pumps automation lighting:cleaners. sanitizers•water features.• maintenance products 13109 Part tr Pt-2.32 ( J ® U{ ©l004 PentairWater Poo and Spa.Inc.Ni rgnts reserved. 3S3 uperFlo ' High Performance Pump . ii, . . . _. 3 Icai 1. When outfitting your new pool or looking for a superior replacement for a Hayward"'Super Pump"SuperFlo drops right into place with ease to minimize instillation time and expense. moi' -'a3irjoA „. ..- -- IMie ' Ailli• Heavy-duty motor for long service life. Superior hydraulic design and ,--„-..1,1 illithick-walled body pats deliver ' , super-quiet operation. "' O . t 1 �/ 44, 27 The strong, silent type The SuperFloe'high performance pump meets all the criteria Performance Curves for a superior pool,spa or water feature pump. It's super energy-efficient,super quiet and super easy to maintain. Plus, 35- 110 34so RPM 211 HP Hlgh Speed h it's designed with innovative materials that will stand up to the 30_ 100 ..---- i, HPH'Hie Speed Speed most demanding installations and conditions.Whether you're - -- I HP High Speed choosing your first pump or replacing older technology o g 2s' 80 3�� ° SuperFlo is definitely a super choice. i.6 20-1`: 4 Self-priming for quick,easy start-up. pt Is=' " 40 I IS-volt or 230-volt models available. 10= tow Speed 1750 RPM \'° e 20 _ w Performance and pressure tested to ensure superior quality ' - UUCU1JNSf certified. -. 0 w 20 40 60 80 100 120 140 160 US.Gallons per minute One-year limited warranty. See warranty for details. 5 10 15 20 25 30 35 Cubic Meters per hour Available from: - t . ' Pentair. T. ooi Products' Because reliability matters most ---"' �: _y; www.pentairpool.com Phone:800-831-7133 pumps filters heaters. heat pumps. automation lighting, cleaners sanitizers. water features. maintenance products 8/09 Part#PI-232 0 ® e® ©2009 Pentair Water Pool and Spa.Inc.All rghts reserved. ..........„...... .„ Clean & Clear :I . t. � . Cartridge Filter ~� _ '..--••ii ' "" ..... ....... :>.+�t�arbJ.'>'a�. hn3l�.,ti(h, .41r+�a0 Gi.i. A '—i� ..-�� v.- ��1.: '44. .7-, Clamp ring for safe and quick ::1 �," ,g , Cp, a _ access to cartridges ' "" ^ " Single-piece fiberglass reinforced , , �+. :Z. '� polypropylene tank for strength If' ,' s+ .t p - ~ and corrosion resistance I f' " ' " ` i, • ' "" Easy access I%"drains 2"plumbing for maximum flow P Model Filter Vertical Filter Flow Rate GPM Turnover Capacity-Res.(Gallons) Number Area Sq.Ft. Clearance* Diameter Res.'s Com. 8 hrs. I0 hrs. 12 hrs. CC 50 50 30" 15.5" 50 19 24,000 30,000 36,000 CC 75 75 39" 15.5" 75 28 36,000 45,000 54,000 CC 100 100 61" 15.5" 100 38 48,000 60,000 72,000 !r"wmt, CC 150 150 76" 15.5" 150 56 72,000 90,000 108,000 CC 200 200 76" 15.5" 150 75 72,000 I 90,0001 108,000 *Required clearance to remove filter elements. "Maximum flow rate. Carefree. . .by design OFFICE COPY Like all Pentair Water Pool and Spa®cartridge filters,the 2"plumbing for maximum flow. Clean&Clear°filter features an easily cleaned cartridge - Single piece base and body designed for maximum for the ultimate in carefree pool filtration.The fiberglass- durability. reinforced tank halves are secured with an innovative clamp ring—just loosen the ring and remove the top half " One year limited warranty See warranty for details. for easy cartridge access and rinsing. Filter maintenance doesn't get any easier. Available from: g I Y2"drain and washout for quick and convenient maintenance and winterization. '°;r:...I L<, i. I : Innovative lock-ring requires only half of a revolution , 1"--,•. :4.),o-i." " for a safe,leak-proof seal. 's�'' :=; r. �. l r .. .:�r Pentair' �i Pco,Pro rt ® .11 ` "?; Because reliability matters most® :K=' .. a t k,., www.pentairpool.com Phone:800-831-7133 pumps i filters i heaters heat pumps i automation i lighting%cleaners%sanitizers/water features/maintenance products 3/I 1 Part 4 P-I21 ,P, 0201 I Pentairwater Pool And Spa.Inc.Al.rights reserved. Clean & Clear® :,,, . r.: Cartridge Filter ; ,,+.,,,,,,�,� '•• .; .,•-• . hf; `�' 4 ti. lip. 411.17:7_,__,,,Ria'...t%A.....I."-,7 ilt tislik Clamp ring for safe and quick 4. X . ill access to cartridges - �.; Single-piece fiberglass reinforced ,r.4400 1 ' polypropylene tank for strength "' and corrosion resistance r I Easy access I`ir"drain , - - -'yw..iks r., r` 2"plumbing for maximum flow , ' Model Filter Vertical Filter Flow Rate GPM Turnover Capacity-Res.(Gallons) Number Area Sq.Ft. Clearance* Diameter Res.** I Com. 8 hrs.j I0 hrs. 12 hrs. CC 50 50 30" 15.5" 50 19 24,000 30,000 36,000 CC 75 75 39" 15.5" 75 28 36,000 45,000 54,000 CC 100 100 61" 15.5" 100 38 48,000 60,000 72,000 • CC 150 150 76" 15.5" 150 56 72,000 90,000 108,000 „; CC 200 200 76" I I 15.5" 150 75 72,000 90,000 108,000 Required clearance to remove filter elements. "Maximum flow rate. Carefree. . .by design Like all Pentair Water Pool and Spa®cartridge filters,the •- 2"plumbing for maximum flow. Clean&Clear®filter features an easily-cleaned cartridge c Single piece base and body designed for maximum for the ultimate in carefree pool filtration.The fiberglass- durability. reinforced tank halves are secured with an innovative clamp ring—just loosen the ring and remove the top half ' One year limited warranty. See warranty for details. for easy cartridge access and rinsing. Filter maintenance doesn't get any easier. Available from: I%"drain and washout for quick and convenient maintenance and winterization. ?.P;ct. Innovative lock-ring requires only half of a revolution "..'; :h `-';;. . . for a safe,leak proof seal. '''-' : I 4..5.:' , ' , . r. 0 %±; �i Pool Produces® t u+M Because reliability matters most® www.pentairpool.com Phone:800-83I-7133 pumps'filters i heaters heat pumps'automation 1 lighting!cleaners!sanitizers!water features!maintenance products 311 f Part#P I-121 ® ©201 I Penta r Water Pool and Spa,Inc.All rights reserved. OFFICE COPY �., V7,17 ,0 �,, ,i - - • iw.-'..-r.-w•. "n.-- - - -•" 1 i -I ��✓ f 5 i 4-� 1 1 • ji •Open Area=38.79in' •IAPMO Listed Flow Rates: 7)25506-320-010 Sump Body •For2.5"plumbing using two outer ports= 2)25520-050-020 2"NPT Plug 308GPM(Floor)&212GPM(Wall) 3)25506-320-030 Debris Guard „ plumbing using center port only= 4)25506-320-020 32"Cover •For2.5 200GPM(Floor)& 168GPM(Wall) 5) 67008-042-022 Screw •Fort"plumbing using two outer ports= 268GPM(Floor)& 192GPM(Wall) -For 2"plumbing using center port only= - - 184GPM(Floor)&176GPM(Wall) Part Numbers: 25506-320-000 32"Channel Drain w/Sump, White -j ! 25506-321-000 32"Channel Drain w/Sump, Gray .-/ ;; 1 25506-324-000 32"Channel Drain w/Sump,Black ;_---'- -'z- t 25506-327-000 32"Channel Drain w/Sump,Dark Gray t_ � 25506-329-000 32"Channel Drain w/Sump, Tan _4 j*�. ' '!�, ` 25506-320-100 32"Channel Drain w/Frame, White z .�'..� . Y 25506-321-100 32 Channel Drain w/frame, Gray zt.-.�, 25506-324-100 32 Channel Drain w/Frame,Blacls 25506-327-100 32"Channel Drain w/Frame,Dark Gray ' 25506-329-100 32"Channel Drain w/Frame, Tan 1)25506-320-170 Frame 2)25506-320-120 Frame Support 3)25506-320-020 32"Cover 4) 61008-042-022 Screw re 4- Custom Molded Products, Inc. iso9oo.iii� �." Toll Free:800 733.9060 or visit us online at www.c-m-p.com I '41. L.w.Rtaci li:::ofor u;e£a;is t 3#iiiii.i,&ue Ltorn;J er .'it tie pLha skil,Sd wiiii,orkiiu ricieit do21ipe;+3"sc, .. 0211 Izv iii at „c.,..,-,, .4,-,. iktf .IY +.. .., ` fir.. Wifiisimirmiwir Iii�Y.Yi i t .t Y 1 -Open Area=38.79in2 __ •IAPMO Listed Flow Rates: 1)25506-320-070 Sump Body •For2.5"plumbing using two outer ports= 2)25520-050-020 2"NPT Plug 308GPM(Floor)&212GPM(Wall) 3)25506-320-030 Debris Guard •For 2.5"plumbing using center port only= 4)25506-320-020 32"Cover 200GPM(Floor)& 168GPM(Wall) 5) 61008-042-022 Screw for 2"plumbing using two outer ports 268GPM(Floor)& 192GPM(Wall) - for 2"plumbing using center port only= 184GPM(Floor)& 176GPM(Wall) Part Numbers: 25506-320-000 32"Channel Drain w/Sump, White ; t 25506-321-000 32"Channel Drain w/Sump, Gray - - c'i.,.. I 25506-324-000 32"Channel Drain w/Sump,Black x . 25506-327-000 32"Channel Drain w/Sump,Dark Gray 3 t L t 25506-329-000 32"Channel Drain w/Sump, Tan ��~ J 25506-320-100 32"Channel Drain w/Frame, White � , . c ~, 25506-321-100 32"Channel Drain w/Frame, Gray `:, 25506-324-100 32"Channel Drain w/Frame,Black 25506-327-100 32"Channel Drain w/Frame,Dark Gray 25506-329-100 32"Channel Drain w/Frame, Tan 1)25506-320-170 Frame 2)25506-320-120 Frame Support 3)25506-320-020 32"Cover 4) 61008-042-022 Screw Custom Molded Products, Inc. 1•" , ✓- Toll Free:800.733.9060 or visit us online at www.c-m-p.com A.pi it efee 2 i .... _ r• 5 WITH UL 2017! • . 7•-,. 7 . . , , . ilk 1 .%J. lip Cot/fore aux tests; .. .• ., %,••:. i:..0:, '"' ,.. 4 r 144*tile CSAI 22.2 No. 205 '- ',-. ii,. . • -4 , ', ', 1:,... RTE, DOD R, W INDOW ,,• , 1 . ,:..,. ..,,..,• ;,,, -r '- •' ' t . ,. . t'. .';;•:',,.,•'•,;',;:!‘i5ary. • a'''', '>. '.4„...--4-.:,. 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',...• . • . ..c.- .... ,t f:: ....• .1.•P ,,,` j00141 .4.A.e . -. . , •• „e., • * 4 L .. , . . , . . J., .1. C# MPLIES wrni UL 2017! - • . . . . •...,. . , . . . Cessfensse eta tests . .,,. . 1, - -' •°' .1., . , • r CO Seafrite C54 22c2 No. 205 ,.. 1 . c . . , ..,..... E, DOOR WINDOW Ll („.,•,..,. .,,. litot • • ;;.4f.';', ' '..' .:'!-.....!.:"...:',..',:..:!' ','''.* ,,;-,:4,'',V.4%, ''. ,'.,:;C:''''-.•,,,,'..V!.:' ..,.. ! . . •• • ".• .4.'• . ., . . . .. • • .I • ,, .•' ' • •• ... i t i N i••••• • t'4!'g 10 1 1 e• :..'•••4",*20 c."1! 1'4!i‘,'' • .•W.'...;• 4:k; ‘t,_„),_.4.\.'“Itz- fj.A.• ''.- -,- .- %.,"., , -.. '''''F, ' '-'.r.. ' ' ;••••-: ' -t "..- "*.•'• . . •,:zy 1 • , •••.• ''4 ...... ... .'K.:',;:, -i • ,„.. : • ... , ,..,.„. , ..- . . .. . . • . kfaikg id Houk:ire for ,.. Mountkig on Wooden and Metal Gates, . ,,.... • „.,...,,,.. -.1 ,' ...,.. . ,• •f. t 1:'‘:''''.::?•'. AVIV Gial 41 DOW 5 i WillieWil ... . , .. . ., -:,,,,,C.,- . rignifftr,11/14 ttaliii!k 0111"9,71.40, ,. -.(,./flif.f 1 tr4"Tret*r -iP111,41111111110"11'. - E: 10 in . ': . sr pale a Ws' ' Or tie Nett moo el • , • ',' - • .;,,, • ... ,..,,,:. (f, -',- .' ks fefgirec folkl-W1.41,,,)51 vetre 1 20 dB Siren' , '-..r .• . . . • ;,.„),.. _J.:: . ,..,.,. „ ....!, . r- . .... ei;ront, to:p I 10 446 ' Meets or Exceeds Al Ste. ‘,1 • . . ,._ , I: 414104C* :< . . Barrier Alarm (odes! •• Rci:perte ou dOlpt1550, foutes arc normes . ., . . . flo. htirrig,i1:4F.. ,,... Low Battery Wan* Averti5silnont de betterie fmbie ."-s.... •.., ,... ... Automoik Resell • ., _. . , •. ntifilISQ44,f1jiitift WillatratilUe ',...,. .'-. . e , .. ... :.'". .: • r, - - v..' .•-•..44,•,11-30miro•Ar4.4..0444poo•Aost •Pf.FAI • „, . - • 4 '','4416MitOgit,- ,.,•:,,-i..n..14( ••041wle•'. '41‘100". '..':4'54*.;:i-4:014 ,11.4.4140(.1.1. 'e''' 'ert;••'1 .