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Land Development and Planning Project Files_4411 Intracoastal Dr._20190508_Application No. 19-0061 • TRANSMITTAL FORM REPORT OF REVIEW & ACTION BY PLANNING BOARD Transmit to: Building Official Massie Date: Mav 8. 2019 Building Department Applicant/Owner: Peter Corrales Property Address: 4411 Intracoastal Drive, Highland Beach, FL 33487 Property Control Number: 24-43-47-04-02-004-0090 REVIEW GIVEN TO SUBJECT PROPETY ❑ Preliminary Review: ® Final Review: Construction of a New Seawall Cap and Concrete Dock Structure. ❑ Amended Site Plan Review ❑ Other: THE PLANNING BOARD HAS REVIEWED THE ABOVE MATTER PER THE REQUEST OF THE BUILDING OFFICIAL DATED APRIL 3 2019, AND HEREBY CERTIFIES THAT THE FOLLOWING ACTION WAS TAKEN: ❑ Denied ® Recommendation to Approve (plans attached) ❑ Approved with Modifications (as noted) ❑ Other: PLEASE TAKE WHATEVER CTION IS REQUIRED TO COMPLETE THE SUBJECT MATTER, i.e., ISSUY PER I TR NSM T TO TOWN COMMISSION, RETURN TO APPLIC T �J David xelrod, Chairpe son IF THE ABOVE PLANS WERE DENIED OR APPROVED WITH MODIFICATIONS, PLEASE NOTE THE BOARD'S FINDINGS: MOTION: Member Boden moved to approve Application 19-0061. Member Adwar seconded the motion. UPON ROLL CALL: Member Boden—Yes; Member Adwar—Yes; Member Lewis—Yes;and Chairperson Axelrod—Yes. Motion carried on a 4-0 vote. CLERK'S OFFICE USE ONL Y, Reviewed by Planning Board: May 8. 2019. Transmitted to the Building Department: May 8. 2019 HIGHLAND BEACH BUILDING DEPARTMENT 3614 S. Ocean Boulevard Highland Beach, FL 33487 Ph: (561) 637-2003 DATE: April 3, 2019 TO: Planning Board MEETING OF: April 10, 2019 SUBJECT: 4411 lntracoastal Drive (APPLICATION NO. 19-0061) FROM: Jeffrey Massie, Building Official Applicant Peter Corrales Property Owner Name: Address: Property Characteristics Zoning District: Site Location: Parcel PCN#: Request Peter Corrales 4411 lntracoastal Drive Highland Beach, FL 33487 RS, Residential Single Family 4411 lntracoastal Drive 24-43-47-04-02-004-0090 PLANNING BOARD STAFF REPORT The applicant is proposing a construction of a new seawall cap and concrete dock structure. PLANNING BOARD 441 l lntracoastal Drive Application # 19-006 l •, •,' • ' ' • I , :• , ., j ' ' ' : � " • • April 3, 2019 Page 2 of 4 ,.II. ZONING AND LAND USE: : .. The table below lists the zoning district, existing land use for the subject site and surrounding area. Sub·ect Site RS, Residential Sin RS, Residential Sin le Family North RML, Residential Multiple-Family RML, Residential Multiple-Family Low Densit Low Densit South RML, Residential Multiple-Family RML, Residential Multiple-Family Low Densit Low Densit East RS, Residential Sin RS, Residential Sin le Family West RS, Residential Sin le Family RS, Residential Sin le Family Existing Condition Existing wood dock damaged by windstorm. According to method of rational analysis by Omslaer, PE, new seawall cap and piles proposed are necessary for placement of new 5'x40' concrete dock and seawall stabilization. Proposed Changes The applicant is proposing the following: •Removal of approximately 122 linear feet of concrete seawall cap;•Installation of 21 new 12" prestressed concrete batter piles;•Removal and replacement of 9 prestressed concrete king piles;•Construction of approximately 122 linear feet of new concrete seawall cap;•Removal of hurricane damaged wood dock and wood piles;•Installation of 5 new 12" prestressed concrete dock piles;•Construction of new 5'x40' concrete dock;•Construction of approximately 55 linear feet of seawall cap over pour. PLANNING BOARD 4411 lntracoastal Drive Application # 19-0061 Development Standards April 3, 2019 Page 3 of 4 •Major modification of existing structure requires Site Plan Review (Sec 30-69 (a)( l) and Sec 30-31 Table 30-1));•Chapter 6, Article V requires the following:o approval from ACOE/FDEP required (Sec 6-128 (a));o applicant shall submit plans to the building department for review(Sec 6-127(0));o property owners within 1000 feet along the waterway must benotified of proposed construction (Sec 6-128(0));o seawall cap elevation must be 6 feet above mean sea level (4.49feet NAVD)(Sec 6-128(b));o approval of town commission required (Sec 6-127(0))•Development order application required (Sec 30-33);•Site plan review and building permit required (Sec 30-42 (a));•25 foot setback for marine facilities (dock) required (Sec 30-68 (g)(d)); The Town of Highland Beach Building Department has reviewed the site plan and building plans submitted by the applicant and has found that the proposed construction does comply with the Florida Building Code and the Highland Beach Code of Ordinances. The Building Official has reviewed the application and submitted documents on July 24, 2018, and hereby certifies the following action was taken: cg] Plans meet Town of Highland Beach Zoning and other governmental agencies requirements. D Plans meet Town of Highland Beach Zoning requirements; however, approvals are pending before the Town of Highland Beach will issue permits, with other governmental agencies as listed: D Plans do not meet Town of Highland Beach Zoning requirements. PLANNING BOARD 4411 lntracoastal Drive Application # 19-0061 April 3, 2019 Page 4 of 4 Should you have any further questions with regards to the matter please feel free to contact me at (561) 637-2003 or jmassie@highlandbeach.us Respectfully Submitted, -------·-·-6�2 __ -_·---=·=·-�=-. -·-----.. Jeffrey Massie, CFM Building Official Town of Highland Beach TOWN oF 111cHLANn BEACH 1r��= PLANNING BOARD u Wtt�/0) DEVELffi>�., .. ORDER APPLICA':qIONEB -1 2019 I �/. f""T@,l;[A!V J , .. . . I 9 -0 0 6 1 . _·::.:.!.!:PING [) L 'iJE:00-1 Apphcation # --�Af3.!�Nr I request a hearing regarding 41fl te�111s.,l!f·t� Zoning Ordinances of the Town of Highland Beach. This request relates to the property and zoniJg"r!efii�l'1elr!�\��forth in this applicution. Address: Full Leel Description of the Property [us described in the clecd] or reference to an attachment:13€. l.-, rlo L+ � 61 k if- Zoning District: What is the location of the installation? Intracoastal Waterwa (ICW) o Interior Ca.nnl/Basin o N/A 7 Name: I Phone: I Fax: Mailing Address: Email Address: LPEYEOl?JVIENTlORDEI{{REQUES'I\Z.9):,-i\t,'f I Rezoning: Special Exceptions: D Rezoning by a Properly Owner or Party Other than D Bont Basins the Town D Boat Lifts D Change of Nonconfonning Use Site Plan: D Dwelling, Single-F.lmily, Zero Lot Line D Site Plan Multifamily and Non-Residential Essential Public Service Structures D Site Pinn Review, Major Modification Houses of Worship Site Plan Single-Family, Located on a Single Lot D Off-Premises Parking Site Plan Single-Family, Located within a Larger Perpendicular Docking of Boats Project D D Post Offices Other: D Recreation FaciJities, Public 0 Utility Facilities - X Provide a brief description of the project: I give permission to the members of the Planning Board and staff to inspect the property for the purpose of this appJjcat:ion. I declare that all statements made herein arc Lrne, based upon the best available information, and I understand that willful false statements and the liJ.::e ;ire misdemem10rs of the second degree under Section 837.06, Florida Statutes. Such willful false slatemcnts may jeopardize Lhe validity of my application or any d"'cision issued thereon. I hnve fully read the information outlining the Board I I ,procedures and applicatip · ;l}uir 1fs. With this application, I am subn1itting lhe necessary supporting mate1ials listed. ' / ; :( /1( /J /12 ! J' o/ 1n. Applicant's Signature: 'l-/ Dnte: ---�t,_,__ -+--'--\,,CL-'----, Bullding Department Use: Date Application Received: Prelimirnll'y Review: __ Final Review: __ Amended Site Plan:__ tl:ie1..._r,_: -�-=---- �!ans meet Town of Highland Beach Zoning and otl1er governmental agencies requirements. D Plans meet Town of Highland Beach Zoning requirements, however, approvals are pending with other governmental ngcncics reguircmcn ts. D Plans do not meet Town of Highland Beach Zoning requirements. Building Officinl Sig� ::12 Received by tlze Town Clerk's Office: 21 Pa g C'. Prepared by and return to: RICHARD J. DUNGEY Warner, Fox, Seeley, Dungey & Sweet, L.L.P. 1100 South Federal Highway Stuart, Florida 34994 561-287-4444 File No.: sw26s02 Will Call No.: Jun-17-1998 01:21pi1 98-228606 ORB 10466 PQ 1120 Con 510,000.00 Doc 3,570.00 l llll ll Ill ll Ill II Ill ll Ill II Ill ll l/111111111111/ Ill I lill _____________ [Space Above This Line For Recording Data] __________ _ Warranty Deed This Warranty Deed made this 14th day of May, 1998 between Richard J. Swope, Trustee under Declaration oJ Tru�t dated October 3, 1990 whose post office address is grantor, and Peter I. Corrales and Gilda Corrales, husband and wife whose post office address is 4411 lntracoastal Drive, Highland Beach, Florida 33487 grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) WITNESS ETH, that said grantor, for and in consideration of the sum of TEN AND N0/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Palm Beach County, Florida to-wit: Lot 9, Block 4, Bel Lido, according to the map or plat thereof as recorded in Plat Book 25, Page 97 of the Public Records of Palm Beach County, Florida. Parcel Identification Number: 43-47-04-02-004-0090 SUBJECT TO restrictions, reservations and easements of record, if any, but this provision shall not operate to re-impose the same, and taxes and assessments subsequent to 1997. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 1997 . IN WITNESS WHEREOF, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: STATE OF COUNTY OF ORB 1 0466 PQ 1 1 2 :1 DOROTHY H. WILKEN, CLERK PB COUNTY, FL -�-· -'-------rr-�...........__�--(Seal) Richard J. S�e Trustee The foregoing instrument was acknowledged before me this .J_ day of May, 1998 by Richard J. Swope, Trustee under Declaration of Trust dated October 3, 1990, who is personally known to me or has produced a Driver's License as identification. d: jJ /} � [Notary Seal]Nofa�� Printed Name: _________ _ My Commission Expires: _____ _ ,,t':f..ff;;,.,, RICHARD J. DUNGEY {/:··tt;,··':(:--,_ M�. COMMISSION II CC 598459 ,.�·.�:.,<. tXP!f\ES: Januaiy 30, 2001 '·7.t,9'r.,i\-f'' Bonded l'hru NotaJy Publlc UnderMiters Remove 122' of New S'x 40' Concrete Dock Site Plan Scale: 1 = 20 See attached survey supplied by owner for exact property information. SCALE: DATE: DRAV'IN BY. CHECK.ED BY· ..,. ,c u 0 a a{ Section Existing wood dock and (5) existing concrete dock piles to be removed. Provide and drive (21} new 12·x12· prestressed concrete batters piles across 177' of existing concrete ;eowo!I @ iO' max spacing. Provide and drive (9) new 12x12" prestressed concrete king piles @ existing T-Piles at North end of property. Form and pour new 48" wide x 177' long rein/arced concrete seawall cap . Form and pour new 5· wide x 40' long x 10· thick reinforced concrete dock supported by (5) new 12'x12" prestressed concrete dock piles. s J"_t-,;/: ,-,;�.-� 00,0-(< ;;J-v-!-r.-'s:5' ��t.:-� I ,1<:itlio:1 .\lldu.:�" Ml I INTRACOASTAL DR .\l1111kip:ili�· HlGHLANOHEACH l':.md Control :'\un�.,,:r 24-4J-47-tl4-02-004-009(J .'-11ixliYhio!1 BEL UOO IN Offi..:J:11 l{n·,in.!.., B1.111k 24-C; P·.i�t'.1531 Sak D:itt· fl.l-\R.-201 I U!g.al ih·,niptio�t BEL UDO LT9 BU<. ..t CORR,\L.ES GILDA CORR<\LES PETER I & 4411 IN"IRACOAS.IAL DR BOCA RA.TON FL JJ-1-87 42\J PREPARED FOR: Project: Sheet I of 8 240 12.04 2018 RDL MW SOUTHEAST MARINE CONST. INC 404 NE 38 Street Proposed Dock/Seawall Repair Peter Corrales Oakland Park, Fl 33334 Signature I/ate JOHN OMSLAER. P.E E.6 11268291 LICENSE #52733 SEM/4411 Corrales SP 240.dwg (954) 630-2300 4411 lntracoastal Drive Highland Beach, Florida 33487 DYNAMIC ENGINEERING SOLUTIONS !NC 351 $. CYPRESS RO. SUITE #303 Pompano Beach. Florida 33060 OFFICE (954) 545-1740 122'± Existing Seawall Cap------·---------------- fo Be Removed I f---J0'---+----4{)'� B, I [xisting hurricane damage wood dock with concrete piles lo be removed, construct new 5 'x40' concrete dock with (5) new 12x12 concrete dock piles I If l I JOHN OMSLAER, P.E. E.8. #268291 LICENSE #52733 DYNAMIC ENGINEERING SOLUTIONS INC 351 S CYPRESS RO. SUITE #303 Pompano Beach. Florida 33060 OFFICE {954) 545-1740 Nine (9) existing king piles lo be removed and replaced with (9) new 12x 12 prestressed concrete king piles Sheet 2 of8 Project: Proposed Seawall/Dock Repair Peter Corrales 4411 lntracoastal Drive Highland Beach, Florida 33487 Twenty one (21) new 12x12 preslressed concrete batter piles @ 10 · max spacing Site Plan Scale: 1 • = 10' PREPARED FOR: SOUTHEAST MARINE CONST. INC 404 NE 38 Street Oakland Park, Fl 33334 (954) 630-2300 .. 12.04.2018 RDL Four (4) Existing baller piie to remain SCALE· DATE· DRAWN BY· CHECKED BY· SEM\4411 Corrales SP 240.ctwg Existing piles lo remain (typ.) 16" Ovt"' ?0ur Twenty one (2i) new 12x12 prestressed concrete batter piles @ 1 o· max spacing Notch existing seawall cap @ each bolter pile iocotion (typ.) Over Pour ,§e/ ?-,'\/ �---,-----� Con tractor Approval Changes Needed F'ioel Approval Signatur� ----------------------,a,----------- 1111111 ,J" "\ fflr-= =� 1111111 (tyr:.i � =[m 1111111 1111111 ., 48'' Wide Seowaff Cop ___ [XL __ ___ Jx] __ _Jx] __ ---�--___ Jx] ____ JSJ_ \ - 1 · . ' tt \_ tr.:s 1ng cc,ncrere uo "?r -piles fo rem(]/n(typ.) \\._ t-!ew i 2112 preslresse� concrete Cotter piles {typ) \_ Double Mots of !/5 btJrs @ iJ'' �O(.f1 Wi'Jj' \ f "<ist;'ng king piies to be remcved \._ Gno rep!aced with new 12r.12 pre:.:/r&5.,;ed cancrl:ie .�inq p;feg PJ,rn Flew nu ( re1 e iJoc-J-: SCALE: DATE: DRAWN BY: CHECKED BY: . I�· - 48 12.04.2018 RDL SEM\4411 Corrales SP 240.dwg PREPARED FOR SOUTHEAST MARINE CONST. INC 404 NE 38 Street Oakland Park, Fl 33334 (954) 630-2300 Sheet 3 of 8 Project: Proposed Seawall/Dock Repair Peter Corrales 4411 lntracoastal Drive Highland Beach, Florida 33487 Contractor ,\pprova/ Changes Need1•d Final Approval Signal.ure Dale JOHN OMSLAER. P.E E 8. #268291 LICENSE #52733 OYNAMIC ENGINEERING SOLUTIONS INC 351 S. CYPRESS RD. SUITE #303 Pompano Beath, Florida 33060 OFFICE (954) 545-1740 3· 3/4" Chamfer-, ",--------��<�typ_.J_' -----... Drill & dowel 5 • into existing seawai/ pane! and set in epoxy /5 L -bor,, -... J2" long with 12" bend tl 14 w &n center Existing concrete seowcl! ta remain, existi,19 cap io be removed Existing king ptie to be removed and replaced with new 7 2x 12 preslressed concreie king pile, /�ave strands e,pased, lie to cage steel �'],--�._,;' (5) #5 top continuous (5) /5 middie continuous -- (5) /5 bolforn continuous i/3 hoops @ 14" on center J" on center over piles New 12x 12 pres tressed concrete bolter piie, leave slronds exposed, lie to cage steel Section A-A (Steel Detail) SCALE: DATE: DRAVJN BY: CHECKED BY: New sec:wail cop\ Seowo!! cop shall not project more. /hon 8" landward I i or /he ex,sl,ng seawall panel +-i If found otherwise notify engineer cf record __ MLW (-) __LL NAVD £-'isUng cc.n:::rete seawaif ,, :: :: '. ::�: �-- � : i - � · �\ -l/�-:i:··� :"" remo"ted ana replaced wdh __ new 12x 12 prestressed concra(e kmg pile \ '- New i2.'<12 prestressgd conucte batter pii•; Section A-A Scafe: i/2" = i'-0" PREPARED FOR: Project: I Sheet 4 of 8 48 12.04.2018 RDL SOUTHEAST MARINE CONST. INC 404 NE 38 Street Proposed Seawall/Dock Repair Peter Corrales Oakland Park, Fl 33334 SEM\4411 Corrales SP 240.dwg (954) 630-2300 4411 I ntracoastal Drive Highland Beach, Florida 33487 .._,i --· .. - Contractor ,\ppro.-al Changes Needed Pinal Approval :iignat.ure Date JOHN OMSLAER. P.E. E.8. IP':26829 J LICENSE #5:2733 DYNAMIC ENGINEERING SOLUTIONS INC 351 S. CYPRESS RO. SUITE #303 Pompano Beach. Florida 33060 OFFICE (9SA)S45-1740 (5) i/5 top continuous (5) i/5 middle continuous -----9· -------New se0t't'ol! cop ond concrete deck·-\ t 1--5. \ ! J ,10" -----------,-�-----1,--�,,.----'-------1--L Seawa!! cap shafl not proj�d more than 8" landward ! J of the existing seowa!I panel � If found otherwise notffy engineer of record Existing concrete secwal/ ta remain, existing ccp --to be removed I_ ��----,.J --, (5) #5 bottom continuous \ i/3 hoops @ 14 • on center Double mal.s of ,f5s (4) /IS Continuous Section B-B 1--Existing Berm J" on center over piles r • / Fu!/ Length over piles '/ @ 12 o.c. e/w / 3/4" Chamfer Oriti & d()wr;:/ 6'' into t,</sfing seawa!/ panel and ' 3• r <trP.J \ j _, I 7" ; r· <.M ;!'", '?:,·�'1'.)1 /5 L -h.J'';;, ·-···: .. 1 I io::g ;,,,ft,; i �· .. bend --...... _ @ 14" 1)(1 C.f:nter \ J -\_ Extend f5 bars min. 3(/' onto seawa!! cap ,-4" "'----'-;:=±::::=l::::::�==!-l_J_l Existirig concrete seawofi to remain, existing cap !o be removed New 12x 12 prestre.sscd concrete r baller pile, ieave strands / _ e:<posed, tie to coqe steei Existing king pile to be removed and replaced with new 12x 12 presfressed concrete king pile, J�ave straods exposed, tie to coge steei -'-'lr.,..�-..) S'ection B-B (Steel Detail) i---j (5j Ne<r 12xi.? prr::stressed concrete dock. piles, ieai.,e strands exposed, tie to cage steei SCALE: Scafe: i/2" ;; 7'-fJ'' [xisting king pi!e to be removed end reo!oced with new I 2x 12 Presfressed -----concrete kir!q piie PREPARED FOR: Section B-B Scaie: 1/2" = /'-0" J ___ _ \ r:rr1 :c�e ( · :, -. ,i' Sheet 5 of 8 Project: DATE: DRAWN BY: 48 12.04.2016 RDL SOUTHEAST MARINE CONST. INC 404 NE 38 Street Proposed Seawall/Dock Repair Peter Corrales CHECKED BY· SEt.1\4411 Corrales SP 2-40.dWg Oakland Park, Fl 33334 (954) 630-2300 4411 lntracoastal Drive Highland Beach, Florida 33487 Conf.Iactor Approval Changes Needed Final Approval Sigm1lu.re Date JOHN OMSLAER. P.E E.B. #26829 J LICENSE 11'52733 DYNAMIC ENGINEERING SOLUTIONS INC 351 S. CYPRESS RO. SUITE #303 Pompano Beach. Flonda 33060 OFFICE (95"') 54>'1740 J/'1" Chamfe r ··-·"'-. , 6., iritc existing Drill & doHe�M set in ep�xy -----------ssowafi c,1p @ I 4 • on cen,er 4" f,5 L-bors. Min Existing concre!e seawall to rema,�, existing cap to rema:n Notch existing s�?wa!f cap @ each botte\r p1!1? I /ocotior, (lyp.1 .3" _ _ l� (typ.) , re.· 15 top c::nlinu�vs ,, t ,J < !le. middle canrmucu.J (2) r,� .. *t t"lntir;uous ( i) 1/5 bo. 0,;;' ,·; • ,.,, cenier !/3 stirrups � ·r ;,le,j" on center ove d concrete 2 . 2 pres/resse New 1 '-: iea,e strands . batler p,.e .. c. to race stee, exposed, t,, . . t. D-D Sec 10n (Steel Oeloi!) SCALE DATE: ORAIIVN BY: CHECKED BY: 48 12.04.2016 RDL SEM\4411 Corrales SP 240.dwg Section D-D Scale: 1/2" � 1 '-()" PREPARED FOR: C MARINE CONST. IN SOUTHEAS4T NE 38 Street 40 Fl33334 Oakland Park, (954) 630-2300 New seawall cop � ovtH pour MHW 0.J' N4VD \ •2 ,2 srestresseJ \_ New II_}', f•ni/or pile concre e ..,-, .. Sheet 7 of 8 . t· ProJec . k Repair Seawall/Doc Proposeg ter Corrales e t I Drive 4411 lntracoas a 'da 33487 h Flori Highland Beac , Con tractor .4ppro,·a! Che.nges Neede? Final Approval SigIJaf.ure JOHN 0MS��/��i733 E.B. #268291 LJC RING SOLUTIONS INC DYNAMIC ENGINi:s RO. SUITE #303 351 S. CYPR en Florida 33060 Pomcif;��{�S,4) 545-1740 Drill & dowel 6 � into existing stowofl cop and st:i in epoxy---..__�-,--+--,.\ ,15 L-bors, @ 14 on center - 4• Min Existing concrete seawall lo remain, existing cap to remain Existing king pile to remain (typ.) - - Nctch existing seowo!I cap @l each bct!er pile lor;tJfion (typ.} j" (5) /5 top co:;tinuous (2) /5 middle cC1ntinuous -_._ .. ____ (3) fS bottom continuous ./3 stirrups @ ! 4" on center J" on center over piles New 12x I 2 pres tressed ccncrete batter pile, leave strands exposed, tie to cage steel l � •• 16" =1---. .\IHW 0.3' NAVO ---- Section C-C [xisling concrete seowaf! (Ste.el Detail) SCALE: DATE: DRAVVN BY: CHECKED BY: 48 12.04.2018 RDL SEM\4411 Corrales SP 240.dwg to remain, existing cap -lo be r�mc,ved [xis ting king pife __ _ to remain Section C-C Scale: 1/2" = ; '-o· PREPARED FOR: __ ML�) i.9' NAVD �:·.:.·,'i 9£•···'"'! -\V �----- '\_ Nf.w : 2x 12 prest!fssed concre!� batter pilt Sheet 6 of 8 Project: SOUTHEAST MARINE CONST. INC 404 NE 38 Street Proposed Seawall/Dock Repair Peter Corrales Oakland Park, Fl 33334 (954)630-2300 4411 I ntracoastal Drive Highland Beach, Florida 33487 .4pprova/ Changes Nc£id£•d Final Approval Signal.ore Date JOHN OMSLAER. P.E. E B •26829 i UCENSE •52733 DYNAMIC ENGINEERING SOLUTIONS INC 351 S. CYPRESS RD. SUITE 1'30J Pompano Beach. Flonda 33060 Off ICE (95-4) 545-174(.) GENERAL NOTES: 1. Construction to follow the Florido Building Code 6th [di/ion (2017) and amendments as applicable and oil Local, State and Federal Lows. 2. Licensed contractor shall verify the existing conditions prior to the commencement of the work, Any conflicts or between existing conditions or the various elements of the working drawing shall be brought to the attention of the Engineer prior to the commencement of the work. The Licensed Contractor and oil subcontractors are responsible for oil elevations, and with 3. Do not scale drawings for 4. Any deviation ord/or substitution from the information provided herein shall be submitted to the Engineer for approval prior to commencement of work. Afl unanticipated or unforeseen demolition and/or new construction conditions which require deviation from the plans and notes herein shall be reported to the Engineer prior to commencement of work. 6. Afl new work and/or materials shall conform to oil requirements of each administrative body having jurisdiction in each pertaining circumstance. 7. Aft new materials and/or patchwork shall be provided to match existing materials and/or adjoining work where practical except as specifically noted herein .. 8. Licensed Contractor ta shall use oil possible core to protect oil existing materials, surfaces, and furnishings from damage during all phases of construction. 9. Licensed Contractor to verify location of existing utilities prior to commencing work. 10. The Licensed contractor to ins toll and remove oil shoring and bracing as required for the proper execution of the work. 11. Licensed Contractor to obtain oil permits necessary from all Local, State, and Federal agencies. 12. Turbidity barriers to be marked with site contractor's company name using permanent markings smaller than 3 inches in height the top of the barrier. PILE DRIVING: 1. Pile driving operations shall be observed by a special inspector, including test piles sufficient to determine the approximate length required to meet design capacity. 2. Piles shall be driven using on approved cushion block consisting of material so arranged as to provide the of the hammer energy. 3. Piles shall be driven to required capacity a minimum of 8' into berm or refusal. 4. Piles shall be driven with a drop hammer or gravity hammer provided the hammer shall weight less /hon 3,000 pounds, and the foll of the hammer shall not exceed 6'. 5. Piles shall be driven with variation of not than inch per foot from the vertical, or from the bolter line indicated. with a maximum variation of the head of the pile from the shown on the plans of not more than three inches. 6. Where piling must penetrate strata offering high resistance to driving, the structural engineer of records or special inspector may require that the piles be set pre-drilled or punched holes. The piles shall reach their final penetration by driving. SCALE. DATE· DRAW'N BY· CHECKED BY· CONCRETE NOT[S: Concrete shall conform to AC/ 318 (latest edition) and shall be regular weight, sulfate resistant, with a design strength of 5000 psi at 28 days with a maximum water-cementitious materials ratio, by weight aggregate concrete of 0.40. 2. Owner shall employ and pay for testing from on independent testing laboratory for concrete sampling and testing accordance with ASTM. 3. Licensed cantroctor responsible for the adequacy of forms and shoring and for sole practice in their use and removal. 4. Concrete cover shall be 3• unless otherwise noted the approved drawings. Reinforcing steel shall be conformance with the latest version of ASTM A615 Grode 60 specifications. All reinforcement shall be placed accordance with AC/ 315 and AC/ Manual of Standard Practice. 6. Splices reinforcing bars shall be not be less than 48 bar diameters and reinforcing shall be continuous around all and change direction. Continuity shall be provided at comers or changes in direction by bending the longitudinal and steel around the comer 48 bar diameters. 7. For repair of defective, crocked or loose concrete areas must be cut out, the rebor must be cleaned, coated with and repaired with at least J" of expoxy-concrete mix or gunnite concrete with sulfate-resistant cement. PILE NOTF: 1. Wood piles to be 2.5 lb. CC4 treated accordance with AWPA standard C18. 2. Wood piles shall be driven to minimum bearing capacity of 10 tons. 4. Concrete piles shall attain 6000 compressive strength 28 days. 5. Concrete piles shall be reinforced with four -� "¢ lo-lax strands, 270 kips, and #5 spiral ties. 6. Concrete piles shall be 12·x12· square, length of 20'. Concrete piles shall-be driven to a bearing capacity of 10 tans. WOOO DOCK NOTES: 1. Afl materials to be pressure treated unless otherwise noted. 2. Aft frame work materials to be grade #2. Afl Decking materials to be grade /1 unless otherwise noted. 4. Af/ hardware to be Stainless Steel unless otherwise noted. PREPARED FOR: Project: Sheet 8 of 8 48 12.04.2018 ROL Proposed Seawall/Dock Repair Peter Corrales Contractor .4pproval JOHN OMSlAER. P.E. E 8. #268291 LICENSE IS2733 SEM\4411 Corrales SP 240.d'wg 4411 lntracoastal Drive Highland Beach, Florida 33487 DYNAMIC ENGINEERING SOLUTIONS INC 351 S. CYPRESS RO, SUITE #303 Pompano Beach. Florida 33060 OFFICE (954) S45-174/J January25, 2019 Peter Corrales 4411 Intracoastal Drive Boca Raton, FL 33487 FLORIDA DEPARTMENT OF Environmental Protection Southeast District Office 3301 Gun Club Road, MSC 7210-1 West Palm Beach, FL 33406 561-681-6600 Sent via e-mail: Williamr@unlimitedps.net Re: File No.: 50-168287-004,005-EE File Name: Corrales Dear Mr. Corrales: Ron DeSantls Governor Jeanette Nunez Lt. Governor Noah Valenstein Secretary On January 23, 2019, we received your application for an exemption to 1) install a new 177 ln. ft. seawall cap overpour with king and batter piles and 2) replace the existing marginal dock with a 200 sq. ft. marginal dock. The project is located in a canal, Class III Waters, adjacent to 4411 Intracoastal Drive Boca Raton, FL 33487 (Section 4, Township 47 South, Range 43 East), in Martin County (Latitude N 26° 23' 51.05" Longitude W 80 ° 4' 8.14"). Your request has been reviewed to determine whether it qualifies for ( 1) regulatory exemption, (2) proprietary authorization (related to state-owned submerged lands), and (3) federal approval that may be necessary for work in wetlands or waters of the United States. Your project qualifies for all three. However, this letter does not relieve you from the responsibility of obtaining other federal, state, or local authorizations that may be required for the activity. l.Regulatory Review -VERIFIED Based on the information submitted, the Department has verified that the activities as proposed are exempt, under Chapter 62-330.051 (5)(b ),(12)( d), Florida Administrative Code, from the need to obtain a regulatory permit under part IV of Chapter 3 73 of the Florida Statutes. This exemption verification is based on the information you provided the Department and the statutes and rules in effect when the information was submitted. This verification will expire after one year and will not be valid at any other time if site conditions materially change, the project design is modified, or the statutes or rules governing the exempt activity are amended. However, the activity may still be conducted without further notification to or verification from the Department after the one-year expiration of this verification, provided: 1) the project design does www. dep.state. fl. us File No.: 50-168287-004,005-EE File Name: Corrales Page 2 ofl6 not change; 2) site conditions do not materially change; and 3) there are no changes to the statutes or rules governing the exempt activity. In the event you need to re-verify the exempt status for the activity after the one-year expiration of this verification, a new application and verification fee will be required. Any substantial modifications to the project design should be submitted to the Department for review, as changes may result in a permit being required. Conditions of compliance with the regulatory exemption are contained in Attachment A. 2.Proprietary Review -NOT REQUIRED The activity does not appear to be located on sovereign submerged lands and does not require further authorization under chapter 253 of the Florida Statutes, or chapters 18-20 or 18-21 of the Florida Administrative Code. 3.Federal Review -SPGP APPROVED Your proposed activity as outlined in your application and attached drawings qualifies for Federal authorization pursuant to the State Programmatic General Permit V -RI, and a SEP ARA TE pertnit or authorization will not be required from the Corps. Please note that the Federal authorization expires on July 26, 2021. However, your authorization may remain in effect for up to 1 additional year, if provisions of Special Condition 19 of the SPGP V-Rl permit instrument are met. You, as permittee, are required to adhere to all General Conditions and Special Conditions that may apply to your project. Special conditions required for your project are attached. A copy of the SPGP V-Rl with all terms and conditions and the General Conditions may be found at https://vvww.saj.usace.army.mil/Missions/Regulatory/Source-Book. Authority for review -an agreement with the USACOE entitled "Coordination Agreement Between the U.S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection ( or Duly Authorized Designee ), State Programmatic General Permit," Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act. Additional Information Please retain this letter. The activities may be inspected by authorized state personnel in the future to ensure compliance with appropriate statutes and administrative codes. If the activities are not in compliance, you may be subject to penalties under Chapter 373, F .S., and Chapter 18-14, F .A.C. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Depaiiment unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., 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 120.569 and 120.57, F.S. Pursuant to Rules File No.: 50-168287-004,005-EE File Name: Corrales Page 3 of 16 28-106.201 and 28-106.301, F.A.C., 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; (b)The name, address, and telephone number 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, or via electronic correspondence at Agency Clerk@dep.state.fl.us. 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), F .A.C., petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3), F.S., 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), F.S., must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. You cannot justifiably rely on the finality of this decision unless notice of this decision and the right of substantially affected persons to challenge this decision has been duly published or otherwise provided to all persons substantially affected by the decision. While you are not required to publish notice of this action, you may elect to do so pursuant Rule 62-110.106(1 O)(a). 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, F.S., 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 File No.: 50-168287-004,005-EE File Name: Corrales Page 6 of16 Attachment A Chapter 62-330.051 Exempt Activities. The activities meeting the limitations and restrictions below are exempt from permitting. However, if located in, on, or over state-owned submerged lands, they are subject to a separate authorization under Chapters 253 and 258, F.S., and Chapters 18-18, 18-20, and 18-21, F.A.C., as applicable. (5)Dock, Pier, Boat Ramp and Other Boating-related Work - (b)Installation of private docks, piers, and recreational docking facilities, and installation of local governmental piers and recreational docking facilities, in accordance with section 403.813(1)(b), F.S. This includes associated structures such as boat shelters, boat lifts, and roofs, provided: 1.The cumulative square footage of the dock or pier and all associated structures located over wetlands and other surface waters does not exceed the limitations in section 403.813(1)(b), F.S.; 2.No structure is enclosed on more than three sides with walls and doors; 3.Structures are not used for residential habitation or commercial purposes, or storage of materials other than those associated with water dependent recreational use; and 4.Any dock and associated structure shall be the sole dock as measured along the shoreline for a minimum distance of 65 feet, unless the parcel of land or individual lot as platted is less than 65 feet in length along the shoreline, in which case there may be one exempt dock allowed per parcel or lot. (12)Construction, Replacement, Restoration, Enhancement, and Repair of Seawall, Riprap, and Other Shoreline Stabilization - ( d)Installation of batter piles, king piles, or a seawall cap, used exclusively to stabilize and repair seawalls, provided they do not impede navigation. File No.: 50-168287-004,005-EE File Name: Corrales Page 7 of 16 Special Conditions for Federal Authorization for SPGP V-Rl Note: JAXBO (Jacksonville District's Programmatic Biological Opinion), referenced throughout, may be found online in the Jacksonville District Regulatory Division Sourcebook, or at http://cdml6021.contentdm.oclc.org/utils/getfile/collection/p 16021 coll3/id/577. The SPGP V-Rl instrument and all attachments may be found online through the Sourcebook, or at https://www.sai.usace.armv.mil/SPGP/ In addition to the conditions specified above, the following Special Conditions apply to all projects reviewed and/or authorized under the SPGP V-Rl. Special Conditions for All Projects 1.Authorization, design and construction must adhere to the terms of the SPGP V -RI instrument including the Procedure and Work Authorized sections. 2.Design and construction must adhere to the PDCs for In-Water Activities (Attachment 6, from PDCs AP.7 through API 1, inclusive, of JAXBO) (Reference: JAXBO PDC AP.I.). 3.All activities performed during daylight hours (Reference: JAXBO PDC AP.6.). 4.For all projects involving the installation of piles or sheet piles, the maximum number of piles, sheet piles or concrete slab walls or boatlift I-beams installed by impact hammer per day is limited to no more than 5 per day. Any installation of metal pipe or metal sheet pile by impact hammer is not authorized (Reference: Categories D and E of JAXBO PDCs for In-Water Noise from Pile and Sheet Pile Installation, page 86.). 5.Projects within the boundary of the NOAA Florida Keys National Marine Sanctuary require prior approval from the Sanctuary (Reference: JAXBO PDCs AP.14 and Al.6). 6.Notifications to the Corps. For all authorizations under this SPGP V-Rl, including Self Certifications, the Permittee shall provide the following notifications to the Corps: a.Commencement Notification. Within 10 days before the date of initiating the work authorized by this permit or for each phase of the authorized project, the Permittee shall provide a written notification of the date of commencement of authorized work to the Corps. b.Corps Self-Certification Statement of Compliance form. Within 60 days of completion of the work authorized by this permit, the Permittee shall complete the "Self-Certification Statement of Compliance" form (Attachment 32) and submit it to the Corps. In the event that the completed work deviates in any manner from the authorized work, the Permittee shall describe the deviations between the work authorized by this permit and the work as constructed on the "Self-Certification Statement of Compliance" form. The description of File No.: 50-168287-004,005-EE File Name: Corrales Page 8 of 16 any deviations on the "Self-Certification Statement of Compliance" form does not constitute approval of any deviations by the Corps. c.Permit Transfer. When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date the enclosed form (Attachment 2). d.Reporting Address. The Permittee shall submit all reports, notifications, documentation, and correspondence required by the general and special conditions of this permit to the following address. (1)For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, P.O. Box 4970, Jacksonville, FL, 32232-0019. (2)For electronic mail: SAJ-RD-Enforcement@usace.army.mil (not to exceed 10 NIB). The Permittee shall reference this permit number, SAJ-2015-02575 on all submittals. 7.The District Engineer reserves the right to require that any request for authorization under this SPGP V-R l be evaluated as an Individual Permit. Conformance with the terms and conditions of the SPGP V-Rl does not automatically guarantee Federal authorization. 8.On a case-by-case basis, the Corps may impose additional Special Conditions which are deemed necessary to minimize adverse environmental impacts. 9.Failure to comply with all conditions of the SPGP V-Rl constitutes a violation of the Federal authorization. 10.No structure or work shall adversely affect or disturb properties listed in the National Register of Historic Places or those eligible for inclusion in the National Register. Prior to the start of work, the Applicant/Permittee or other party on the Applicant's/Permittee's behalf, shall conduct a search of known historical properties by contracting a professional archaeologist, and contacting the Florida Master Site File at 850-245-6440 or SiteFile@dos.state.fl.us. The Applicant/Permittee can also research sites in the National Register Information System (NRIS). Information can be found at http://www.cr.nps.gov/nr/research. a. If, during the initial ground disturbing activities and construction work, there are archaeological/cultural materials unearthed (which shall include, but not be limited to: pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or metal implements, dugout canoes or any other physical remains that could be associated with Native American cultures or early colonial or American settlement), the Permittee shall immediately stop all work in the vicinity and notify the Compliance and Review staff of the State Historic Preservation Office at 850-245-6333 and the Corps Regulatory Project Manager to assess the significance of the discovery and devise appropriate actions, including salvage operations. Based on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend, or revoke the permit in accordance with 33 C.F.R. § 325.7. File No.: 50-168287-004,005-EE File Name: Corrales Page 9 of 16 b.In the unlikely event that human remains are identified, the remains will be treated in accordance with Section 872.05, Florida Statutes; all work in the vicinity shall immediately cease and the local law authority, and the State Archaeologist (850-245-6444) and the Corps Regulatory Project Manager shall immediately be notified. Such activity shall not resume unless specifically authorized by the State Archaeologist and the Corps. 11.The Permittee is responsible for obtaining any "take" permits required under the U.S. Fish and Wildlife Service's regulations governing compliance with these laws. The Permittee should contact the appropriate local office of the U.S. Fish and Wildlife Service to determine if such "take" permits are required for a particular activity. 12.For Projects authorized under this SPGP V-Rl in navigable waters of the U.S., the Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 13.The SPGP V-Rl will be valid through July 26, 2021 unless suspended or revoked by issuance of a public notice by the District Engineer. The Corps, in conjunction with the Federal resource agencies, will conduct periodic reviews to ensure that continuation of the permit during the period ending July 26, 2021, is not contrary to the public interest. The SPGP V-Rl will not be extended beyond July 26, 2021, but may be replaced by a new SPGP. If revocation occurs, all future applications for activities covered by the SPGP V-Rl will be evaluated by the Corps. 14.If the SPGP V-Rl expires, is revoked, or is terminated prior to completion of the authorized work, authorization of activities which have commenced or are under contract to commence in reliance upon the SPGP V -RI will remain in effect provided the activity is completed within 12 months of the date the SPGP V-Rl expired or was revoked. Special Conditions for Shoreline Stabilization Activities 1.Shoreline stabilization materials must be placed by hand around red mangrove prop roots (Reference: JAXBO PDC Al .3.). 2.Living shorelines can only be constructed in unvegetated, nearshore water along shorelines to create tidal marshes or mangrove habitat for the purpose of shoreline erosion control or aquatic habitat enhancement. Native plants can be placed along the shoreline or between the shoreline and the living shoreline structure (Reference: JAXBO PDC A7.4.). File No.: 50-168287-004,005-EE File Name: Corrales Page 10 of 16 3.Living shoreline structures and permanent wave attenuation structures can only be constructed out of the following materials: oyster breakwaters, clean limestone boulders or stone (sometimes contained in metal baskets or cages to contain the material), small mangrove islands, biologs, coir, rock sills, and pre-fabricated structures made of concrete and rebar that are designed in a manner so that they do not trap sea turtles, smalltooth sawfish, or sturgeon (Reference: JAXBO PDC A7.5.). a.Reef balls or similar structures are authorized if are not open on the bottom, open-bottom structures with a top opening of at least 4 ft, and reef discs stacked on a pile are pre-fabricated structures are designed in a manner so that they do not trap sea turtles. b.Oyster reef materials shall be placed and constructed in a manner that ensures that materials will remain stable and that prevents movement of materials to surrounding areas ( e.g., oysters will be contained in bags or attached to mats and loose cultch must be surrounded by contained bagged oysters or another stabilizing feature) (Reference: JAXBO PDC A7.2.). c.Oyster reef materials shall be placed in designated locations only (i.e., the materials shall not be indiscriminately dumped or allowed to spread outside of the reef structure) (Reference: JAXBO PDC A7.3.). d.Wave attenuation structures must have 5 ft gaps at least every 75 ft in length as measured parallel to the shoreline and at the sea floor, to allow for tidal flushing and species movement (Reference: JAXBO PDC A7.6.). e.Wave attenuation structures must have 5 ft gaps at least every 75 ft in length as measured parallel to the shoreline and at the sea floor, to allow for tidal flushing and species movement (Reference: JAXBO PDC A7.6.). f.Other materials are not authorized by this SPGP V-Rl (Reference: JAXBO PDC A 7.5.). 4.For living shorelines, only native plant species can be planted (Reference: JAXBO PDC A7.l.). Special Conditions for Docks, Piers, Associated Facilities, and other Minor Piling-Supported Structures 1.For temporary structures associated with marine events. Upon completion of the event, these structures must be removed and, to the maximum extent practical, the site must be restored to pre construction elevations. Water depths in the area of marine events must be deep enough to support at least 5 ft of water depth under the keel of a vessel and between the keel of a vessel and Endangered Species Act listed coral colonies, if present, when transiting to the mooring areas (Reference: JAXBO PDC A2.l.4.). 2.Educational Signs. For commercial, multi-family, or public facilities, and marine events, signs must be posted as described below (Reference: These replicate JAXBO PD Cs A.2.2 and A.2.2.1 to A.2.2.3 ., inclusive, within the table PDCs Specific to Activity 2 -Pile Supported Structures and Anchored Buoys, starting on page 112.): a.(A2.2.) For commercial, multi-family, or public facilities, and marine events, signs must be posted in a visible location(s), alerting users of listed species in the area susceptible to vessel strikes and hook-and-line captures. The most cmTent version of the signs that must be downloaded and sign installation guidance are available at: File No.: 50-168287-004,005-EE File Name: Corrales Page 11 ofl6 (http://sero.nmfs.noaa.gov/protected resources/section 7/protected species educational signs/ index.html). The signs required to be posted by area are stated below: (1)(A2.2. l.) All projects in Florida shall use the Save Sea Turtle, Sawfish, and Dolphin sign. These signs shall include contact information to the sea turtle and marine mammal stranding networks and smalltooth sawfish encounter database. (2)(A2.2.2.) Projects within the North Atlantic right whale educational sign zone shall post the Help Protect North Atlantic Right Whales sign. (3)(A2.2.3.) On the east coast of Florida, projects located within the St. Johns River and those occurring north of the St. Johns River to the Florida-Georgia line shall post the Report Sturgeon sign. On the west coast of Florida, projects occurring from the Cedar Key, Florida north to the Florida-Alabama line. 3.Monofilament Recycling Bins. For commercial, multi-family, or public facilities, monofilament recycling bins must be provided as described below (Reference: The below replicates PDC A.2.3 within the table PDCs Specific to Activity 2 -Pile Supported Structures and Anchored Buoys, the PDC itself on page 113 of the JAXBO.): a.(A2.3.) For commercial, multi-family, or public facilities, monofilament recycling bins must be provided at the docking facility to reduce the risk of turtle or sawfish entanglement in, or ingestion of, marine debris. Monofilament recycling bins must: (1)(A2.3.l.) Be constructed and labeled according to the instructions provided at http://mrrp.myfwc.com. (2)(A2.3.2.) Be maintained in working order and emptied frequently (according to http://mrrp.mvfwc.com standards) so that they do not overflow. 4.North Atlantic Right Whale. The attached North Atlantic Right Whale Information Form (Attachment 27) describes the presence of North Atlantic right whales in the area and the Federal regulations governing the approach to North Atlantic right whales. (The FDEP or Designee will attach this document to their authorizations for a dock project (new construction, repair, or replacement) at a private residence located within 11 nautical miles of North Atlantic right whale critical habitat as measured in a radius from the center of the nearest inlet to open ocean described by Attachment 29, the North Atlantic Right Whale Educational Sign Zones (from Section 2.1.1.4 of JAXBO, pages 31 and 32, inclusive) (Reference: JAXBO PDC A2.4.). 5.Aids to Navigation. Aids to navigation must be approved by and installed in accordance with the requirements of the U.S. Coast Guard (i.e., 33 C.F.R., chapter I, subchapter C, part 66, Section 10 of the Rivers and Harbors Act, and any other pertinent requirements) (Reference: JAXBO PDC A2.5.). 6.Lighting for docks installed within visible distance of ocean beaches. If lighting is necessary, then turtle-friendly lighting shall be installed. Turtle-friendly lighting is explained and examples are provided on the Florida Fish and Wildlife Conservation Commission website: http://myfwc.com/wilcllifehabitats/managed/sea-turtles/lighting/ (Reference: JAXBO PDC A2.8.). File No.: 50-168287-004,005-EE File Name: Corrales Page 12 of 16 7.Construction Location. Project construction shall take place from uplands or from floating equipment (e.g., barge); prop or wheel-washing is prohibited (Reference: JAXBO PDC A2.9.). 8.Regarding submerged and emergent aquatic vegetation, the design and construction of a Project must comply with the following: a. A pile supported structure (i) that is located on a natural waterbody (i.e., outside an artificial waterway that was excavated for boating access and is bordered by residential properties) and (ii)that is within the range of seagrass ( estuarine waters within all coastal counties except for Nassau, Duval, St Johns, Flagler and Volusia north of Ponce Inlet), will be constructed to the following standards: (1)Must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps of Engineers' /National Marine Fisheries Service's "Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SA V), Marsh or Mangrove Habitat" updated November 2017 (Attachment 5). (2)In addition to (1), above, IF the project is within range of Johnson's seagrass (the range of Johnson's seagrass is defined as Turkey Creek/Palm Bay south to central Biscayne Bay in the lagoon systems on the east coast of Florida), THEN the design and construction shall comply with, in some cases, the more restrictive requirements within paragraph 8.c., below (Reference: JAXBO PDC A2.17). b.For all other Projects, (1)Within the range of Johnson's seagrass (the range of Johnson's seagrass is defined as Turkey Creek/Palm Bay south to central Biscayne Bay in the lagoon systems on the east coast of Florida), the presence of submerged aquatic vegetation will be determined utilizing the "Submerged Aquatic Vegetation Survey Guidelines" (Attachment 7). If no survey performed, aquatic vegetation, including Johnson's seagrass, will be presumed to be present for purposes of this Special Condition. (2)Outside the range of Johnson's seagrass but within the range of seagrass (estuarine waters within all coastal counties except for Nassau, Duval, St Johns, Flagler and Volusia County north of Ponce Inlet) and within tidal waters, the presence of seagrass and tidal freshwater submerged aquatic vegetation will be determined using the "Submerged Aquatic Vegetation Survey Guidelines" (Attachment 7) unless a site visit or aerial photography observes absence during the growing season (if water depth and clarity allows) or aquatic vegetation has not been found in the vicinity in the past. (3)Pile-supported structures, IF aquatic vegetation is present (including seagrass, tidal freshwater submerged aquatic vegetation and emergent vegetation), THEN must comply with or provide a higher level of protection than, the protective criteria in the joint U.S. Army Corps ofEngineers' /National Marine Fisheries Service's "Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SA V), Marsh or Mangrove Habitat" updated November 2017 (Attachment 5). File No.: 50-168287-004,005-EE File Name: Corrales Page 13 ofl6 (4)In addition to (1) to (3) above, IF the proposed dock or proposed structure is within range of Johnson's seagrass (the range of Johnson's seagrass is defined as Turkey Creek/Palm Bay south to central Biscayne Bay in the lagoon systems on the east coast of Florida), and IF the proposed dock or proposed structure falls within the following scenarios, THEN the design and construction shall comply with, in some cases, the more restrictive requirements within paragraph 8.c.,below. (Reference: The following replicates "Scenario B" as defined within A2.l 7., PDCs for Docks or Other Minor Structures of JAXBO.): (i)Dock replacement in the exact footprint (i.e., same location/configuration/size) as the previous dock and: (a)within Johnson's seagrass critical habitat with No current seagrass survey (completed no earlier than 1 year before submitting the application); or, Johnson's seagrass under the dock; or, Native seagrass, other than Johnson's seagrass, under the dock; or, (b)within the Range of Johnson's seagrass (outside of critical habitat) with No current seagrass survey or Johnson's seagrass under the dock, (ii)New docks or dock expansions and: (a)within Johnson's seagrass critical habitat; or, (b)within the Range of Johnson's seagrass (outside of critical habitat) with: No current seagrass survey ( completed no earlier than 1 year before submitting the application) or, Johnson's seagrass within property limit. c.The following additional restrictions apply when required by paragraphs 8.a.(2) or 8.b.( 4), above (Reference: The following replicates the "Dock PDCs for Scenario B" within A2.l 7. PDCs for Docks or Other Minor Structures of JAXBO.): (1)To avoid and minimize impacts to Johnson's seagrass and native, non-listed seagrasses to the maximum extent practicable: (i)The dock must be positioned to avoid and minimize effects to Johnson's seagrass. (ii)Over any area that contains Johnson's seagrass or native, non-listed seagrasses, the dock shall be oriented in a north-south orientation to the maximum extent that is practicable to allow maximum sunlight under the structure. (iii)If practicable, terminal platforms shall be placed in deep water, waterward of Johnson's seagrass beds or native, non-listed seagrasses beds or in an area devoid of Johnson's seagrass or native, non-listed seagrasses. (iv)Piles must be spaced a minimum of 10 ft apart in any area that contains Johnson's seagrass to minimize direct impacts. (v)Piles shall be installed in a manner that will not result in the formation of sedimentary deposits ( e.g., donuts or halos) around the newly installed pilings. (vi)No covered boat lifts are allowed over any Johnson's seagrass. (2)Decking options: Deck surfaces (parallel with the water) that are located waterward of the MHWL must be constructed of grated materials or plank construction or a combination of the both methods ( e.g. plank decking on the walkway and grated decking on the terminal platform). These decking options are described below: (i)For grated decking: File No.: 50-168287-004,005-EE File Name: Corrales Page 14 of 16 (a)Height requirement: The surface of the structure, including the dock walkway (the over- water narrow portion connecting the terminal platform to the shore and any over-water ramp required for access) and the dock, must be a minimum of 3 ft above .MHW when constructed with grated decking. (b)Size limitations: The dock walkway is limited to a width of 4 ft. The terminal platform is limited to a total area of 160 ft2. Marginal docks are limited to a width of 5 ft. The 5 ft width restriction is measured from wet side of the seawall. For example, if a seawall cap is 3 feet overwater then the dock would be limited to 2 feet. ( c)Material description: Decking materials shaped in the form of grids, grates, lattices, etc., to allow the passage of light through the open spaces. These materials must provide a minimum of 43% open space. (ii)For plank decking: (a)Height requirement: The surface of the structure, including the dock walkway (the over- water narrow portion connecting the terminal platform to the shore and any over-water ramp required for access) and the dock, must be a minimum of 5 ft above .MHW when constructed of plank decking. (b)Size limitations: The dock walkway is limited to a width of 4 ft. The terminal platform is limited to a total area of 120 ft2. Marginal docks are limited to a width of 5 ft. ( c)Material description: Deck boards may be constructed of any material. Deck Boards must be installed to provide a minimum of a 0.5-in gap between individual deck boards. d.Aids to Navigation in Acropora critical habitat. The distance from Aids to Navigation (A TON s) to ESA-listed corals and Acropora critical habitat shall ensure there are no impacts to the corals or the essential feature of Acropora critical habitat from the movement of buoys and tackle. The appropriate distance shall be based on the size of the anchor chain or other tackle to be installed to secure the buoy to its anchor, particularly when the design of the ATON does not prohibit the contact of tackle with the marine bottom. In all cases, buoy tackle will include flotation to ensure there is no contact between the anchor chain or line and the marine bottom (Reference: JAXBO PDC A2.10.). File No.: 50-168287-004,005-EE File Name: Corrales Page 15 ofl6 General Conditions for Federal Authorization for SPGP V-Rl 1.The time limit for completing the work authorized ends on July 26, 2021. 2.You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3.If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and State coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4.If you sell the property associated with this permit, you must obtain the signature of the new owner on the enclosed form and forward a copy of the permit to this office to validate the transfer of this authorization. 5.If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. 6.You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. Further Information: 1.Limits of this authorization. a.This permit does not obviate the need to obtain other Federal, State, or local authorizations required by law. b.This permit does not grant any property rights or exclusive privileges. c.This permit does not authorize any injury to the property or rights of others. d.This permit does not authorize interference with any existing or proposed Federal projects. 2.Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a.Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b.Damages to the permitted project or uses thereof as a result of current or future activities . undertaken by or on behalf of the United States in the public interest. c.Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d.Design or Construction deficiencies associated with the permitted work. e.Damage claims associated with any future modification, suspension, or revocation of this permit. 3.Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. 4.Reevaluation of Permit Decision: This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a.You fail to comply with the terms and conditions of this permit. b.The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (see 3 above). c.Significant new information surfaces which this office did not consider in reaching the original public interest decision. 5.Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CER 209 .170) accomplish the corrective measures by contract or otherwise and bill you for the cost. 6.When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date the enclosed form. 7.The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal, relocation or alteration.