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Home My WebLink AboutFlorida Department of Regulation (FDEP) Permit or Exemption I - I I I ®•p•►ate,• Florida Department of Rick Scott PO Governor Environmental Protection ®, ®.•` Carlos Lopez-Cantera �•ne.� �` Bob Martinez Center 2600 Blair Stone Road Lt. Governor Tallahassee, Florida 32399-2400 RE D FOR,C�` (� Noah Valenstein FII=G�4T REVIEti'tf)BY I➢ATE ------ ' SIDES PLkN..-AdV V_VQ NTT MUST BE.IaPT ON JOB Secretary r CFaR GI3 0 INSPECT ON NVfLL BE MADE. HEAR Receipt for Submission �.NG TF SELF CERTIFICATION FOR A PROJECT AT A PRIVATE, SINGLE-FAMILY RESIDENCE 07/11/2017 ,:ONCEALED FASTENERS OR ATTACHMENTS Self Certification File No.: 0355722001EE ARE THE RESPONSIBILITY OF THE File Name: 26 Aqua Ra Dr Jensen Beach,FL 34957 CONTRACTOR OF RECORD - Self Cert Exempt Dock with Boat Lift(s) (General) Dear Bruce Jerner: On, 07/11/2017,you used the Florida Department of Environmental Protection's electronic Self Certification Process to certify compli fMit ,q d OSED WORK conditions of the Federal State Programmatic General Permit(SPODOIrAwAaffly6000FECTIONS Process for a project at private, single-family residence located aPAY BE NECESSARY'N 0 ECTORS THAT -COMPLY WITH A�6 APPLICABLE CODES. DE,3 To LAT -Degrees: 27 Minutes: 15 Seconds: 56.3698 LONG-Degrees: -80 Minutes: 12 Seconds: 14.1585 SITE ADDRESS: 26 Aqua Ra Dr Jensen Beach,FL 34957 COUNTY: St. Lucie For: le Cn�� i i DUNE COSTANZO 26 AQUA RA DR Jensen Beach,FL 34957 You have certified that the project you propose to construct at the above location meets all the conditions of the Self-Certification Process. A project that is built in conformance to those conditions(attached for reference)will: 1. Qualify for a regulatory exemption under Section 403.813(1)(b) of the Florida Statutes (F.S.) and Chapter 62-330,Florida Administrative Code(F.A.C.). As such, it is exempt from the need to obtain a DEP Environmental Resource Permit.; 2. Qualify for Consent by Rule or Letter of Consent(as applicable)under Chapter 253, F.S. and Chapter 18-21, F.A.C. (and Chapter 258, F.S. and Chapter 18-20, F.A.C., if applicable),when the project is located on submerged lands owned by the State of Florida.; Your Self-Certification is based solely on the information you provided under this process, and applies only to the statutes and rules in effect when your certification was completed. The certification is effective only for the specific project proposed, and only if the project is constructed, operated, and maintained in conformance with all the terms, conditions, and limitations stated in the Self-Certification Process. In addition, any substantial modifications in your plans should be submitted to the Department for review,as changes may result in a permit being required. You have acknowledged that this Self Certification will automatically expire if: 1. Construction of the project is not completed within one year from the self-certification date; 2. site conditions materially change; 3. the terms, conditions, and limitations of the Self Certification are not followed; or 4. the governing statutes or rules are amended before construction of the project. Completion of the Self Certification constitutes your authorization for Department or Corps personnel to enter the property for purposes of inspecting for compliance. Receipt of this Self-Certification constitutes authorization to use sovereignty/state-owned submerged lands, as required by rule 18-21.005, F.A.C. The authorization must be visibly posted during all construction activities. In waters that are accessible to manatees, obtain information on your mandatory Manatee Protection sign by clicking here. C i FEDERAL STATE PROGRAMMATIC GENERAL PERMIT(SPGP) You have certified that the project you propose to construct at the above location meets all the conditions of the SPGP Self-Certification Process and will be built in conformance to those conditions (attached for reference). Your proposed activity as certified is in compliance with the SPGP program. U.S. Army Corps of Engineers (Corps) Specific conditions apply to your project, attached.No further permitting for this activity is required by the Corps. In the event of the transfer of ownership of the property by sale or by any other means, when the structures or work authorized by this SPGP Self-Certification are still in existence at the time the property is transferred,the terms and conditions of this SPGP Self-Certification will continue to be binding on the new owner(s)of the property. Although the construction period for works authorized by Department of the Army permits is finite,the permit itself,with its limitations, does not expire. To validate the transfer of this SPGP Self-Certification and the associated responsibilities associated with compliance with its terms and conditions,.the attached transfer of SPGP Self-Certification request must be completed and submitted to the Department at the time of transfer of ownership. The address is given below on the attached transfer form. This SPGP Self-Certification is based solely on the information you provided under this process, and applies only to the statutes and rules in effect when your certification was completed. You have recognized that your certification is effective only for the specific project proposed, and provided the project is constructed, operated, and maintained in conformance with all the terms, conditions, and limitations stated in the SPGP Self-Certification Process. This Self- Certification will not apply if any substantial modifications are made to the project. You agree to contact the Department for review of any plans to construct additional structures or to modify the project, as changes may result in a permit being required. You have acknowledged that this Self-Certification will automatically expire if. 1. construction of the project is not completed by midnight,July 25, 2021,unless construction commenced or a contract to construct was executed before July 25, 2021, in which case the time limit for completing the work authorized by the SPGP ends at midnight, July 25, 2022. However, in no case can construction continue for more than one year beyond the Self-Certification date; 2. site conditions materially change; 3. the terms, conditions, and limitations of the Self-Certification are not followed; or 4. the governing statutes or rules are amended before construction of the project. Completion of the Self-Certification constitutes your authorization for Department or Corps personnel to enter the property for purposes of inspecting for compliance. If you have any questions,please contact your local Department District Office. Contact information can be found at: http://www.dep.state.fl.us/water/wetlands/docs/sler_contacts.pdf. For further information, contact the Corps directly at: http://www.saj.usace.army.mil/Missions/Regulatory.aspx. When referring to your project, please use the SPGP Self-Certification file number listed above.Authority for review-an agreement with the U.S. Army Corps of Engineers entitled Coordination Agreement between the U. S. Army Corps of Engineers (Jacksonville District)and the Florida Department of Environmental Protection State Programmatic General Permit, Section 10 of the Rivers and Harbor Act of 1899 and Section 404 of the Clean Water Act. a ! i i ADDITIONAL INFORMATION This Self-Certification Process does not relieve you from the responsibility of obtaining other permits or authorizations from other agencies (federal, state, Water Management District, or local)that may be required for the project. Failure to obtain all applicable authorizations prior to construction of the project may result in enforcement. If you have any problems with the attached documents,please call the ERP Coordinator at (850)245-8495 or by e-mailing us at ERP eAnns(&dep.state.fl.us. Sincerely,Florida Department of Environmental Protection n F1y� Y I I I 4 , I I I ENGINEERING SUBMITTALS September 27 2017 RECEIVED WIND LOAD CERTIFICATION: OCT 0 4 2017 PERMITTING St. Lucie County, FL CODE FBC 2014/ASCE 7-10 WIND SPEED: 160 mph,3 SEC. GUST EXPOSURE: `B" IMPORTANCE FACTOR: ].0 INTERNAL PRESSURE COEFF.: 0.00 HEIGHT: 60'MAX JOB: COSTANZO RESIDENCE 26 AQUA RA DRIVE JENSEN BEACH, FL PAUL WELCH INC. Mechanical Electrical Civil Engineering 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 Email—pwelchinc@aol.com env Paul Welch, P.E. Fla Reg. No. 29945 � L I 26 Aqua Ra Dr, Jensen Beach, FL 34957 C d. ,Zv T T Z J F LL C-*O � • UUw14 U�m Cm UO �H- Z tuUO w0 W Z=FQQ� t O v.C/) U- Uj CO er T O COSNZO DesignerDrawingby:T SHEET.I l� f� jerner&Associates,Inc. Date: 619117 26 A QUA RA DRI VE 1 - Environmental Consulting 2537SEA1fonso Ave-PortSt.LucieFL34952 _ JENSEN BEACH Ph.(772)283-2950 — �'== "-'==�``` '� jerner@bellsouth.net 19'Canal Encroachmeht Manmade Canal .....................................................:....................:......................................................... � � A' •-- Ebb/Flood -------► // 73' Wide 8 /�/ 1 ,- ', Proposed 10K Lift, 12'O.0 �- 9"Piles w 10'Penetration TOTAL DOCK AREA = 288 SQ FT N I-^�10, i ¢ R - 37. ore one eawa I I G73 PL Proposed 10K Lift. 12.5'0.C 9"Piles w 10'Penetration er T T (U Uzi e'0wv Varies ZJ~U-C�0 (=jU�LL)0 LU J _.MHW �w�< cc .._.._.._.._ _.._.._.._.._.._.._IIrtLV7L.._. =m�< • _.. _.._.._.._.._ :: U� LLr s ,sti g a'o ?��f•{^'.0.h�TY��)��' �X�4" ��JS��Ia'C��}h��h".A F.`^}R�h�Iti j ._. Design&Drawingby: C�OSTANZO ;_._.__ SHEET 2 Jerner&Associates,Inc. Date: 619117 26 AQUA RA DRI V I- i Environmental Consulting 2537SEAlf0nsoAve.PortSt.LucieFL34952 JENSEN BEACH ��ryyw �, Ph.(772)283-2950 jerner@bellsouth.net Dock Section Thru Dock Plan View Live Load 40 lbs./Sq Ft Dead Load 5 lbs./Sq Ft '� VARIES SGL Bolts,Nut, ' 1 r....�i_._._._._._._....�C_..._._._._._..ir.•.. ccy1, ` Ga/v. OrS.S.(304)w Nut Fully Threaded !a '='- - - - - - - - - - - - - - +;!r; VARIES H ' �- 2"x 6"SYP,.40 ACQ > Decking#1 Grade w ' Minimal plank spacing. O', c� • Fasten w#10 3"SS ` R n' ' -- CL- (304)Screws, 2per + " �; 'w^ IPI li ill r! yr Stringer +! 2"x 8"P.T.SYP,.40 j ACQ treated stringers uZE i ;; co !� to be butt jointed,butt r°� ' joints to be staggered. u "; w en 2"x8"P.T.SYP .40 '"' U -iwO) MHW ACQ treated DBL _>�LL;='N _.._.. .._.._.._.. _._.._.._.._.. bents Uw— ,1; J►-Cc Zz _.._. di LLJf - w .�W-1z- cc �= Qg RIVER BOTTOM yy,•';,.:+i,.f.t. �y ,n,r`y w'c''Y ;•+ty � (L U v LL LL ; w CO F— X S tringers24" rn O k Min. 8"Dia. 2.5 O.C.Max CCA treated piles Center Stringer(s)toe Nailed w(2)#16 SS n' (304)Ring Shank Nails @ Each Bent, Outside Stringers Face Nailed w#16 SS (304)Ring Shank Nails,Inside or Outside Pilings jetted to a minimum depth of Wand as Stringers (See Nail Pattern Below) necessary to provide adequate bearing and 18 18 r stability f o: t C®STANZO ! Design�rDrawingby: /�-� F ! ! Jerner&Associates,Inc. . Date: 619117 SHEET 3 26 AQUA RA DRIVE ;e,, Environmental Consulting 2537SE Alfonso Ave..PortSt.Lucie FL 34952 JENSEN BEA CH Ph(772)283-2950 jerner@bellsouth.net -- - MOUNTING OPTIONS: - - 150 TOP MOUNT SIDE MOUNT Za F C A (A)2X 1/2"SS LAG BOLT MOUNT HARDWARE 3 m 2"MIN.LENGTH 5/8"X PILING DIA. =o 'cI DETERMINED BY CONTRACTOR y (B)2X 1/2"SS HEX NUT 2X I IT X 2 SS HEX BOLT W/ LOCKS AND NUTS p W \ 1 LU LUU \ Q Q OZrn O - - yQZ L --- (B) Q�W cop ( ) g U prri2 Z \ �)' v IiU ; _t � --.,--' �� d B ZpZ D CABLE ARRANGEMENT OPTIONS: =ui Ix Qo BUNKS NOTE:LOAD SHOULD BE EVENLY DISTRIBUTED BY ALUMINUM-STANDARD POSITIONING THE CENTER OF GRAVITY DIRECTLY SINGLE PULL DOUBLE PULL ;Uz IN THE CENTER OF HE LIF(ING BEAMS AS SHOWN O CARPETED WOOD-OPTIONAL IN THE ILLUSTRZATION ABOVE. iL a p Bow to Stem Port To Starboard' LLI Four Piling Lifts (Oustside To Outside) (Center To Center) 1-0w U 00 5.000 lb. y 12ft6fn 10ft FOm 7,000 lb. 121161n 12ft6in ® Q NCO 10,000 lb. 12 ft 6 in 12 ft 6 in r N-Z J 13,000 lb. 12 ft 6 in 12 ft 61n LUI Q ®yam_ 16,000lb. 12ft6in 14ft ohh RECEIVED TOP.BEAM ( CABLE, H.P_MOTOR 'MINIMUM PILING 4 PILING BOAT LIFT SPECIFICATION SHEET =Ii TOP BEAM(A) LENGTH CRADLE BEAM(B) BUNKS, C) CABLE 512E(.D): ;CONFIGUATION. DRIVE(E) (F, DRIVESHAFT, OCT (SIZE&CITY. CT 0 4 20 I� 3/4 H.P.(AEA H . L 5,000 La. 5"CHANNEL 12'6' 4'X 6"X30' B"ALUM 5/16-SS 7/19(313-) SINGLE PULL DIRECT DRIVE ��. 9A TY� 1-1/2"(SOH 40) 8"(CITY.4) 7,00O LB. 6"CHANNEL 12'6- 4"X6"X12'6" 8"AUM 5/16-SS 7/16(313-) SI NGLE PULL DI RECT DRIVE 1H"P'(CITY•2) 1-1/2-(SOH 40) 8-(QTY.4) PERMITTING ITiI iV 220V 6.8A EACH - 40) 8'(QTY_4) St.Lucie County,F3/4 H.P.(CITY.2) 1-1/2"(S 1QAm LB. 7"CHANNEL u'6' 5"X 8"X 12'6' 8"AU M 5/16-SS 7/16(.313-) DOUBLE PULL DIRER DRIVE CI 220V4.9AEACH 13,000 LB. 7"CHANNEL IT 61 5'X 8"X 12'6' W AUM 5/16"SS 7/15(313") DOUBLE PULL DIRECT DRIVE 1 H.P.(QTY.2) 1-1/2„(SCH 40) 8"(CITY 4) Z20V 6.8A EAOI M000 LB, 8"CHANNEL 12'6' O X 10"X 14' 10-AUM 5/16'SS 7/16(313') DOUBLE PULL DIRECT DRIVE 1 H.P.(CITY"2) 1-1/2"(SC140) 10'(CITY.4) ( 2zov6ENGINEERS SEAL h' PH:800 325 1116 TITLE:j a f, NAME DATE PAUL WEL PILING BOAT LIFT ^��_.r.. FAx:TAMER.COM MECH-ELECT-CIVIL ENO. TIDETAM X 1118 DRAWN ACC 5 15 15 1984 ELECT-CIVIL ST.#114 S CIFICATION SHEET P.O.BOX1118 1FJgiTERfTf6)7T1 1n&QFl1I [S SNOW HILL,NC 28580 CHECKED PORT SAINT LUCIE,FL 34984 yy PAUL WELCH P.E: a PROPRIETARY AND CONFIDENTIAL UNLESS OTHERWISE SPECIFIED: ENG APPR. FLA REG N02994i DIMENSIONS ARE IN INCHES COMMENTS: SIZE DWG. NO. REV THE INFORMATION CONTAINED IN THIS TOLERANCES: DRAWING IS THE SOLE PROPERTY OF FRACTIONAL± AENGINEERING REPRTD CCTER IIOONUINPi RTORASAWHOLE TANY TWWOPL�Ac DECMALB± WITHOUT THE WRITTEN PERMISSION OF THREE PLACE DECIMAL ± SCALE:AS NOTED SHEET 1 OF 1 TIDE TAMER INDUSTRIES IS PROHIBITED. DO NOT SCALE DRAWING a V d 5 4 3 2 )