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HomeMy WebLinkAboutplans DeSa 9EPA11j, � FLORIDA DEPARTMENT OF RonGove or Environmental Protection Jeanette Nunez Lt.Governor Southeast District Office Shawn Hamilton �MFaTAL Pa° 3301 Gun Club Road,MSC 7210-1 Interim Secretary West Palm Beach,FL 33406 561-681-6600 November 18, 2021 This letter supersedes our previously issued letter dated September 1, 2021, Daniel Casey modifying the project description. 4730 Pierce St. Hollywood, FL 33021-5808 Re: File No.: 56-0354223-002-EG File Name: Casey Residence Dear Daniel Casey, On June 2, 2021, we received your notice of intent to use a General Permit(GP), pursuant to Rule 62-330.427, Florida Administrative Code (F.A.C.) 1) to construct a 1,020 sq. ft. dock, 2) install 2 boatlifts within South Indian River, within the Jensen Beach to Jupiter Inlet Aquatic Preserve, Outstanding Florida Waters, a Class 11 Waters Florida waterbody. The project is located at 12416 S. Indian River Dr, Jensen Beach (Section 4, Township 37 South, Range 41 East), in Saint Lucie County(Latitude N 271 T 12.8470", Longitude W -80'14'51.0771"). Your intent to use a general permit has been reviewed by Department staff for three types of authorizations: (1) regulatory authorization, (2)proprietary authorization (related to state-owned submerged lands), and (3) federal authorization. The authority for review and the outcomes of the reviews are listed below. Please read each section carefully. Your project qualifies for all three authorizations. 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. If you change the project from what you submitted, the authorization(s) granted may no longer be valid at the time of commencement of the project._Please contact us prior to beginning your project if you wish to make any changes. If you have any questions regarding this matter, please contact Arizona Boyd at the letterhead address or at (561) 681-6628,Arizona.H.Boyd(o-),FloridaDEP.gov. 1. Regulatory Review—APPROVED Based on the forms, drawings, and documents submitted with your notice, it appears that the project meets the requirements for the General Permit under Rule 62-330.427, F.A.C. Any activities performed under a general permit are subject to general conditions required in Rule 62-330.405, F.A.C. (attached), and the specific conditions of Rule 62-330.427, F.A.C. tia? www.. loridadep.gov �1 V 11 Project No.:56-0354223-002-EG Project Name: Casey Residence Page 2 of 6 Any deviations from these conditions may subject the permittee to enforcement action and possible penalties. Please be advised that the construction phase of the GP must be completed within five years from the date the notice to use the GP was received by the Department. If you wish to continue this GP beyond the expiration date, you must notify the Department at least 30 days before its expiration. Authority for review- Part IV of Chapter 373, F.S., Title 62, F.A.C. and in accordance with the operating agreements executed between the Department and the water management districts, as referenced in Chapter 62-113, F.A.C. 2. Proprietary Review—GRANTED The Department acts as staff to the Board of Trustees of the Internal Improvement Trust Fund (Board of Trustees) and issues certain authorizations for the use of sovereign submerged lands. The Department has the authority to review activities on sovereign submerged lands under Chapter 253 of the Florida Statutes (F.S.) and 258, F.S. if located within an aquatic preserve, and Chapters 18-20 and 18-21 of the Florida Administrative Code. The activity appears to be located on sovereign submerged lands owned by the Board of Trustees. The activity is not exempt from the need to obtain the applicable proprietary authorization. As staff to the Board of Trustees, the Department has reviewed the activity described above, and has determined that the activity qualifies for a letter of consent under Section 253.77, Florida Statutes, to construct and use the activity on the specified 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. During the term of this Letter of Consent you shall maintain satisfactory evidence of sufficient upland interest as required by paragraph 18-21.004(3)(b), Florida Administrative Code. If such interest is terminated or the Board of Trustees determines that such interest did not exist on the date of issuance of this Letter of Consent, this Letter of Consent may be terminated by the Board of Trustees at its sole option. If the Board of Trustees terminates this Letter of Consent, you agree not to assert a claim or defense against the Board of Trustees arising out of this Letter of Consent. Please be advised that any use of sovereign submerged lands without specific prior authorization from the Board of Trustees will be considered a violation of Chapter 253, Florida Statutes and may subject the affected upland riparian property owners to legal action as well as potential fines for the prior unauthorized use of sovereign land. Authority for review - Chapter 253 F.S., and Chapter 258, F. S., and Chapter 18-21, F.A.C. and Chapter 18-20, F.A.C. and Section 62-330.075, F.A.C. as required. 3. Federal Review-APPROVED Your proposed activity as outlined in your application and attached drawings qualifies for Federal authorization pursuant to the State Programmatic General Permit V-R1, and a Project No.: 56-0354223-002-EG Project Name:Casey Residence Page 3 of 6 SEPARATE permit 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-R1 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-R1 with all terms and conditions and the General Conditions may be found at https•//www saj usace.army.mil/Missions/Re ug latoD/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 general permit. 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 Department 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 a subsequent 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 Hearin 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 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, any e-mail address, any facsimile number, and telephone number of the petitioner, if the petitioner is not represented by an attorney or a qualified representative; 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 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; Project No.: 56-0354223-002-EG Project Name: Casey Residence Page 4 of 6 (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(a),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 14 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 14 of publication of the notice or within 14 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(10)(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 parry) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F.A.C. If you do not publish notice of this action, this waiver may not apply to persons who have not received written notice of this action. Extension of Time Under Rule 62-110.106(4), F.A.C., 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, or via electronic correspondence at Agency Clerk(a,dep.state.fl.us , before the 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. FLAWAC Review Project No.: 56-0354223-002-EG Project Name: Casey Residence Page 5 of 6 The applicant, or any party within the meaning of Section 373.114(1)(a) or 373.4275, F.S., may also seek appellate review of this order before the Land and Water Adjudicatory Commission under Section 373.114(1) or 373.4275, F.S. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is filed with the Clerk of the Department. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel (Station#35, 3900 Commonwealth Boulevard, 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 must be filed within 30 days from the date this action is filed with the Clerk of the Department. EXECUTION AND CLERKING Executed in West Palm Beach, Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Jeffrey Meyer Environmental Manager Enclosures: General Conditions for All General Permits, Ch. 62-330.405, F.A.C. Specific General Permit Rule, Ch. 62-330.427, F.A.C. Special Consent Conditions General Conditions for Authorizations for Activities on State-Owned Submerged Lands Special Conditions for Federal Authorization for SPGP V-R1 General Conditions for Federal Authorization for SPGP V-R1 Project drawings, 9 pages Project No.: 5 6-03 54223-002-EG Project Name: Casey Residence Page 6'of 6 CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document and all attachments were sent on the filing date below to the following listed persons: FDEP—Jeff Meyer, Arizona Boyd Morgan Loudon, Loudon &Associates, LLC., cloudon(a,bellsouth.net 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. September 1, 2021 Clerk Date 62-330.405 General Conditions for All General Permits The following general permit conditions are binding upon the permittee and are enforceable under Chapter 373,F.S. These conditions do not apply to the general permit in Section 403.814(12),F.S. (1) The general permit is valid only for the specific activity indicated. Any deviation from the specified activity and the conditions for undertaking that activity shall constitute a violation of the permit and may subject the permittee to enforcement action and revocation of the permit under Chapter 373, F.S. (2) This general permit does not eliminate the necessity to obtain any required federal, state, local and special district authorizations prior to the start of any construction, alteration, operation, maintenance, removal or abandonment authorized by this permit. (3)This general permit does not convey to the permittee or create in the permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee, or convey any rights or privileges other than those specified in the general permit. (4) The general permit does not relieve the permittee from liability and penalties when the permitted activity causes harm or injury to: human health or welfare; animal,plant or aquatic life; or property. It does not allow the permittee to cause pollution that violates state water quality standards. (5) Section 253.77, F.S., provides that a person may not commence any excavation, construction, or other activity involving the use of state-owned or other lands of the state, the title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund without obtaining the required consent, lease, easement, or other form of authorization authorizing the proposed use. Therefore, the permittee is responsible for obtaining any necessary authorizations from the Board of Trustees prior to commencing activity on state-owned lands. (6)The authorization to conduct activities under a general permit may be modified, suspended or revoked in accordance with Chapter 120, F.S., and Section 373.429, F.S. (7) This permit shall not be transferred to a third party except pursuant to Rule 62-330.340, F.A.C. The permittee transferring the general permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to sale, conveyance, or other transfer of ownership or control of the permitted project,activity,or the real property at which the permitted project or activity is located. (8)Upon reasonable notice to the permittee, Agency staff with proper identification shall have permission to enter, inspect, sample and test the permitted system to ensure conformity with the plans and specifications approved by the permit. (9)The permittee shall maintain any permitted project or activity in accordance with the plans submitted to the Agency and authorized in this general permit. (10) A permitee's right to conduct a specific activity under this general permit is authorized for a duration of five years. (11) Activities shall be conducted in a manner that does not cause or contribute to violations of state water quality standards.Performance-based erosion and sediment control best management practices shall be implemented and maintained immediately prior to, during, and after construction as needed to stabilize all disturbed areas, including other measures specified in the permit to prevent adverse impacts to the water resources and adjacent lands. Erosion and sediment control measures shall be installed and maintained in accordance with the State of Florida Erosion and Sediment Control Designer and Reviewer Manual (Florida Department of Environmental Protection and Florida Department of Transportation June 2007), available at www.dep.state.fl.us/water/wetlands/docs/erp/FLErosionSedimentManual_6_07.pdf, and the Florida Stormwater Erosion and Sedimentation Control Inspector's Manual(Florida Department of Environmental Protection, Nonpoint Source Management Section, Tallahassee, Florida, July 2008), available at www.dep.state.fl.us/water/nonpoint/docs/erosion/erosion-inspectors- manual.pdf. (12) Unless otherwise specified in the general permit, temporary vehicular access within wetlands during construction shall be performed using vehicles generating minimum ground pressure to minimize rutting and other environmental impacts. Within forested wetlands, the permittee shall choose alignments that minimize the destruction of mature wetland trees to the greatest extent practicable. When needed to prevent rutting or soil compaction, access vehicles shall be operated on wooden, composite, metal, or other non-earthen construction mats. In all cases, access in wetlands shall comply with the following: (a) Access within forested wetlands shall not include the cutting or clearing of any native wetland tree having a diameter 4 inches or greater at breast height; (b) The maximum width of the construction access area shall be limited to 15 feet; (c) All mats shall be removed within 72 hours after the work commences; and (d) Areas disturbed for access shall be restored to natural grades immediately after the maintenance or repair is completed. (13) Barges or other work vessels used to conduct in-water activities shall be operated in a manner that prevents unauthorized dredging, water quality violations, and damage to submerged aquatic communities. (14) The construction, alteration, or use of the authorized project shall not adversely impede navigation or create a navigational hazard in the water body. (15) Except where specifically authorized in a general permit, activities must not: (a) Impound or obstruct existing water flow, cause adverse impacts to existing surface water storage and conveyance capabilities,or otherwise cause adverse water quantity or flooding impacts to receiving water and adjacent lands; (b) Cause an adverse impact to the maintenance of surface or ground water levels or surface water flows established pursuant to Section 373.042, F.S., or a Works of the District established pursuant to Section 373.086, F.S.; or (16) If any prehistoric or historic artifacts, such as pottery or 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 are encountered at any time within the project site area, work involving subsurface disturbance in the immediate vicinity of such discoveries shall cease. The permittee or other designee shall contact the Florida Department of State, Division of Historical Resources, Compliance and Review Section, at (850) 245-6333 or (800) 847-7278, as well as the appropriate permitting agency office. Such subsurface work shall not resume without verbal or written authorization from the Division of Historical Resources. If unmarked human remains are encountered, all work shall stop immediately and notification shall be provided in accordance with Section 872.05, F.S. (17) The activity must be capable, based on generally accepted engineering and scientific principles, of being performed and of functioning as proposed, and must comply with any applicable District special basin and geographic area criteria. (18) The permittee shall comply with the following when performing work within waters accessible to federally- or state-listed aquatic species, such as manatees, marine turtles, smalltooth sawfish, and Gulf sturgeon: (a) All vessels associated with the project shall operate at "Idle Speed/No Wake" at all times while in the work area and where the draft of the vessels provides less than a four-foot clearance from the bottom. All vessels will follow routes of deep water whenever possible. (b) All deployed siltation or turbidity barriers shall be properly secured, monitored, and maintained to prevent entanglement or entrapment of listed species. (c) All in-water activities, including vessel operation, must be shutdown if a listed species comes within 50 feet of the work area. Activities shall not resume until the animal(s) has moved beyond a 50-foot radius of the in-water work, or until 30 minutes elapses since the last sighting within 50 feet. Animals must not be herded away or harassed into leaving. All on-site project personnel are responsible for observing water-related activities for the presence of listed species. (d) Any listed species that is killed or injured by work associated with activities performed shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1(888)404-3922 and ImperiledSpecies@myFWC.com. (e) Whenever there is a spill or frac-out of drilling fluid into waters accessible to the above species during a directional drilling operation, the FWC shall be notified at imperiledspecies@myfwc.com with details of the event within 24 hours following detection of the spill or frac-out. (19)The permittee shall hold and save the Agency harmless from any and all damages, claims, or liabilities which may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any activity authorized by the general permit. (20) The permittee shall immediately notify the Agency in writing of any submitted information that is discovered to be inaccurate. Rulemaking Authority 373.026(7), 373.043, 373.118(1), 373.406(5), 373.4131, 373.414(9), 373.4145, 373.418, 403.805(1) FS. Law Implemented 373.044, 373.118(1), 373.129, 373.136, 373.406(5), 373.413, 373.4131, 373.414(9), 373.4145, 373.416, 373.422, 373.423, 373.429, 403.814(1) FS. History—New 10-3-95, Amended 10-1-07, Formerly 62-341.215, Amended 10-1- 13. 62-330.427 General Permit for Docks, Piers and Associated Structures. (1) A general permit is granted to any person to construct, extend, or remove a dock or pier and associated structures as described below: (a) A private, single-family pier or dock with up to two boat lifts that, together with all existing structures on the shoreline of the property, does not exceed a total area of 2,000 square feet over surface waters. Such a structure: 1. Shall not accommodate the mooring of more than two vessels, either in the water or on a boat lift. Solely for purposes of this general permit, up to two personal watercraft as defined in section 327.02(33), F.S., may be moored in lieu of either or both allowable vessels of another type. These limits shall not apply to the mooring, storage or other use of the dock or pier by: a. Non-motor-powered vessels less than 16 feet in length that are stored on or under the dock or pier, or within an authorized mooring area; or b. Personal watercraft, dinghies or similar small vessels that are stowed out of the water, upon a larger parent vessel that is moored at the dock in compliance with this general permit. 2. Shall be located such that all areas used for vessel mooring and navigational access already provide a minimum depth of two feet below the mean low water level for tidal waters, or two feet below the expected average low water depth for non-tidal waters as determined based on best available information for the water body at the project location; and 3. May include a roof over the vessel mooring areas, boat lifts, and terminal platform, or any portions thereof, subject to the applicable provisions of chapters 253 and 258, F.S., and the rules adopted thereunder. Portions of such roofs that overhang beyond the edge of decked portions of the pier or dock shall be included in the calculation of the total square footage of over-water structure allowed under paragraph (1)(a), above. (b)A public fishing pier that does not exceed a total area of 2,000 square feet provided the structure is designed and built to discourage boat mooring by elevating the fishing pier to a minimum height of five feet above mean high water or ordinary high water, surrounding the pier with handrails, and installing and maintaining signs that state "No Boat Mooring Allowed." (2) This general permit shall be subject to the following specific conditions: (a) Construction or extension of the boat lift, boat mooring locations, or terminal platform, shall not occur over submerged grassbeds, coral communities or wetlands. However, the access walkway portion of the pier may traverse these resources provided it is elevated a minimum of five feet above mean high water or ordinary high water, contains handrails that are maintained in such a manner as to prevent use of the access walkways for boat mooring or access, and does not exceed a width of six feet, or a width of four feet in Aquatic Preserves; (b) There shall be no structures enclosed by walls, screens, or doors on any side; (c) The dock or pier will not facilitate vessel rentals, charters, or serve any other commercial purpose; (d)There shall be no fish cleaning facilities,boat repair facilities or equipment, or fueling facilities on the structures authorized by this general permit. In addition, no overboard discharges of trash, human or animal waste, or fuel shall occur from any structures authorized by this general permit; (e) This general permit shall not authorize the construction or extension of more than one dock or pier per parcel of land or individual lot. For the purposes of this general permit,multi-family living complexes shall be treated as one parcel of property regardless of the legal division of ownership or control of the associated property; and (f) Notwithstanding any other provisions of this general permit, the design, construction and operation of the dock or pier and associated vessels shall not conflict with any manatee protection plan approved and adopted under section 379.2431(2)(t), F.S. Rulemaking Authority 373.026(7), 373.043, 373.118(1), 373.406(5), 373.4131, 373.414(9), 373.418, 403.805(1) FS. Law Implemented 373.118(1), 373.406(5), 373.413, 373.4131, 373.414(9), 373.416, 373.418, 373.426, 403.814(1) FS. History—New 10-3-95, Formerly 62- 341.427, Amended 10-1-13, 6-1-18. Special Consent Conditions l. The applicant 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. 2. 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. 3. Applicant binds itself and its successors and assigns to abide by the provisions and conditions set forth in the authorization. If the applicant 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 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. 4. 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. 5. This authorization does not allow any activity prohibited in a conservation easement or restrictive covenant that prohibits the activity. General Conditions for Authorizations for Activities on State-Owned Submerged Lands: All authorizations granted by rule or in writing under Rule 18-21.005,F.A.C., except those for geophysical testing, shall be subject to the general conditions as set forth in paragraphs (a)through (i) below. The general conditions shall be part of all authorizations under this chapter, shall be binding upon the grantee, and shall be enforceable under Chapter 253 or 258, Part II, F.S. (a) Authorizations are valid 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 shall constitute a violation. Violation of the authorization shall result in suspension or revocation of the grantee's use of the sovereignty submerged land unless cured to the satisfaction of the Board. (b)Authorizations convey no title to sovereignty submerged land or water column,nor do they constitute recognition or acknowledgment of any other person's title to such land or water. (c) Authorizations may be modified, suspended or revoked in accordance with their terms or the remedies provided in Sections 253.04 and 258.46, F.S. or Chapter 18-14, F.A.C. (d) Structures or activities shall be constructed and used to avoid or minimize adverse impacts to sovereignty submerged lands and resources. (e) Construction, use, or operation of the structure or activity shall not adversely affect any species which is endangered,threatened or of special concern, as listed in Rules 68A-27.003, 68A- 27.004 and 68A-27.005, F.A.C. (f) Structures or activities shall not unreasonably interfere with riparian rights. When a court of competent jurisdiction determines that riparian rights have been unlawfully affected, the structure or activity shall be modified in accordance with the court's decision. (g) Structures or activities shall not create a navigational hazard. (h) 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. (i) Structures or activities shall be constructed, operated, and maintained solely for water dependent purposes, or for non-water dependent activities authorized under paragraph 18- 21.004(1)(g), F.A.C., or any other applicable law. (8) Pursuant to Section 253.77(4), F.S., federal, state, or local agencies or political subdivisions, including ports and inland navigation districts, proposing to conduct an activity which qualifies for an exemption under Part IV of Chapter 373, F.S. or Section 403.813(1), F.S., shall be granted a letter of consent or public easement upon receipt of a request and a legal description of the affected land. However, such grant does not release the entity from compliance with other applicable provisions of Chapter 18-18, 18-20 or 18-21, F.A.C. Rulemaking Authority 253.03(7), 253.73 FS. Law Implemented 253.001, 253.03, 253.141, 253.68, 253.72, 253.74, 253.75, 253.77FS. History—New 3-27-82, Amended 8-1-83, Formerly 16Q-21.04, 16Q-21.004, Amended 12-25-86, 1-25-87, 3-15-90, 8-18-92, 10-15-98, 12-11-01, 10-29-03, 12- 16-03, 3-8-04, 10-27-05, 4-14-08, 9-1-09. Special Conditions for Federal Authorization for SPGP V-R1 Note: JAXBO (Jacksonville District's Programmatic Biological Opinion), referenced throughout, may be found online in the Jacksonville District Regulatory Division Sourcebook, or at http://cdml602l.contentdm.ocic.or)z/utils/getfile/collection/p1602lco113/id/577. The SPGP V-R1 instrument and all attachments may be found online through the Sourcebook, or at https://www.sai.usace.army.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-R1. Special Conditions for All Projects 1. Authorization, design and construction must adhere to the terms of the SPGP V-R1 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 AP11, inclusive, of JAXBO) (Reference: JAXBO PDC AP.1.). 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 A1.6). 6. Notifications to the Corps. For all authorizations under this SPGP V-R1, 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 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 Pennittee 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(a-6,usace.armiI(not to exceed 10 MB). 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-R1 be evaluated as an Individual Permit. Conformance with the terms and conditions of the SPGP V-R1 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-R1 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 (KRIS). 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. 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-R1 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-R1 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-R1 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-R1 will be evaluated by the Corps. 14. If the SPGP V-R1 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-R1 will remain in effect provided the activity is completed within 12 months of the date the SPGP V-R1 expired or was revoked. 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 A2.1.4.). 2. Educational Signs. For commercial, multi-family, or public facilities, and marine events, signs must be posted as described below (Reference: These replicate JAXBO PDCs 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 current version of the signs that must be downloaded and sign installation guidance are available at: (http•//sero nmfs noaa goy/protected resources/section 7/protected species educational s igns/index.html). The signs required to be posted by area are stated below: (1) (A2.2.1.) 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) (A2.3.1.) Be constructed and labeled according to the instructions provided at hitp://mnT.myfwc.com. (2) (A2.3.2.) Be maintained in working order and emptied frequently(according to http://mgn.myf vc.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/wildlifehabitats/managed/sea-turtles/lighting_/(Reference: JAXBO PDC A2.8.). 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 (SAV), 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 of Engineers'/National Marine Fisheries Service's "Construction Guidelines in Florida for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic Vegetation (SAV), Marsh or Mangrove Habitat"updated November 2017 (Attachment 5). (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 A2.17., 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 A2.17. 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: (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 W. 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 platfonn 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 (ATONs) 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.). I f General Conditions for Federal Authorization for SPGP V-R1 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, orlocal 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 orproposed 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 publicinterest. 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 e Unitedrk States require the removal, relocation, or other alteration, of the structures 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 remXve, rocate, or alter the structural work Or enseobstructions caused thereby, without e p to the United States. No claim shall be made against the United States on account of any such removal,relocation or alteration. Department of the Army Permit Transfer for SPGP V-R1 PERMITEE: PERMIT NUMBER: DATE: ADDRESS/LOCATION OF PROJECT: (Subdivision) (Lot) (Block) 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. 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 permit and the associated responsibilities associated with compliance with its terms and conditions, have the transferee sign and date below and mail to the U.S. Army Corps of Engineers, Enforcement Branch, Post Office Box 4970,Jacksonville, FL 32232-0019. (Transferee Signature) (Date) (Name Printed) (Street address) (Mailing address) (City, State, Zip Code) STANDARD MANATEE CONDITIONS FOR IN-WATER WORK 2011 The permittee shall comply with the following conditions intended to protect manatees from direct project effects: a. All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones, and the need to avoid collisions with and injury to manatees.The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act. b. All vessels associated with the construction project shall operate at "Idle Speed/No Wake" at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-foot clearance from the bottom. All vessels will follow routes of deep water whenever possible. c. Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers must not impede manatee movement. d. All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s). All in-water operations, including vessels,must be shutdown if a manatee(s) comes within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation. Animals must not be herded away or harassed into leaving. e. Any collision with or injury to a manatee shall be reported immediately to the FWC Hotline at 1-888-404-3922. Collision and/or injury should also be reported to the U.S. Fish and Wildlife Service in Jacksonville (1-904-731-3336)for north Florida or Vero Beach (1-772-562-3909) for south Florida, and to FWC at ImperiledSpecies@myFWC.com f. Temporary signs concerning manatees shall be posted prior to and during all in- water project activities. All signs are to be removed by the permittee upon completion of the project. Temporary signs that have already been approved for this use by the Florida Fish and Wildlife Conservation Commission (FWC) must be used (see MyFWC.com/manatee). One sign which reads Caution: Boaters must be posted. A second sign measuring at least 81/2" by 11" explaining the requirements for "Idle Speed/No Wake" and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities. Questions concerning these signs can be sent to the email address listed above. CAUTION : MANATEE HABITAT All project vessels IDLE SPEED / NO WAKE When a manatee is within 50 feet of work all in-water activities must SHUT Report any collision with or injury to a manatee: Wildlife Alert® 1-888-404-FWCC(3922) cel I *FWC or #FWC UNITED STATES DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration NATIONAL MARINE FISHERIES SERVICE '" Southeast Regional Office 26313th Avenue South cb%TES Of � St. Petersburg, FL 33701 SEA TURTLE AND SMALLTOOTH SAWFISH CONSTRUCTION CONDITIONS The permittee shall comply with the following protected species construction conditions: a. The permittee shall instruct all personnel associated with the project of the potential presence of these species and the need to avoid collisions with sea turtles and smalltooth sawfish. All construction personnel are responsible for observing water-related activities for the presence of these species. b. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing sea turtles or smalltooth sawfish, which are protected under the Endangered Species Act of 1973. c. Siltation barriers shall be made of material in which a sea turtle or smalltooth sawfish cannot become entangled, be properly secured, and be regularly monitored to avoid protected species entrapment. Barriers may not block sea turtle or smalltooth sawfish entry to or exit from designated critical habitat without prior agreement from the National Marine Fisheries Service's Protected Resources Division, St. Petersburg, Florida. d. All vessels associated with the construction project shall operate at "no wake/idle" speeds at all times while in the construction area and while in water depths where the draft of the vessel provides less than a four-foot clearance from the bottom. All vessels will preferentially follow deep-water routes (e.g., marked channels) whenever possible. e. If a sea turtle or smalltooth sawfish is seen within 100 yards of the active daily construction/dredging operation or vessel movement,all appropriate precautions shall be implemented to ensure its protection. These precautions shall include cessation of operation of any moving equipment closer than 50 feet of a sea turtle or smalltooth sawfish. Operation of any mechanical construction equipment shall cease immediately if a sea turtle or smalltooth sawfish is seen within a 50-ft radius of the equipment. Activities may not resume until the protected species has departed the project area of its own volition. f. Any collision with and/or injury to a sea turtle or smalltooth sawfish shall be reported immediately to the National Marine Fisheries Service's Protected Resources Division (727-824-5312) and the local authorized sea turtle stranding/rescue organization. g. Any special construction conditions, required of your specific project, outside these general conditions, if applicable, will be addressed in the primary consultation. h. Any collision(s) with and/or injuries to any whale, or sturgeon occurring during the construction of a project, shall be reported immediately to NMFS's Protected Resources Division (PRD) at (727-824-5312). i. Reports to NMFS's Protected Resources Division (PRD) may be made by email to takereport.nmfsser@noaa.gov. j. Sea turtle and marine stranding/rescue organizations' contact information is available by region at http://www.nmfs.noaa.gov/pr/health/networks.htm. k. Smalltooth sawfish encounters shall be reported to http://www.flmnh.ufl.edu/fish/sharks/sawfish/sawfishencounters.html. 1. All work must occur during daylight hours. �O AtMOSq�� G� m vF' '"'I1fM 0 GOB DESIGN BASIS+ 1) CODE: 2020 FLORIDA BUILDING CODE -VARIOUS BOTTOM AREA 2) EXPOSURE C, RISK CATEGORY 1 THROUGHOUT PROJECT THROUGHOUT) (SAND BOTTOM TYPE 3) V (ALT)DESIGN WIND SPEED 160 MPH, OPEN RESOURCE OBSERVATION PERFORMED BY: Pnet = -50 PSF MORGAN E.LOUDON ON 06102121 4) UNIF❑RM LIVE LOAD = +/-40 PSF, DEAD = +10PSF, P❑INT LOAD 3 00# PROPOSED LAYOUT SCOPE:INSTALL 225X4'ACCESS WITH 10'X12'TERMINUS 5) THE PURPOSE OF THESE SPECIFICATI❑NS IS TO DEFINE UNIF❑RM PLATFORM.INSTALL(2)16K 4-POST BOATLIFTS. C❑NSTRUCTI❑N STANDARDS IN TERMS OF BOTH GEOMETRY (LENGTH, WIDTH, AND HEIGHT) AND C❑NSTRUCTI❑N PRACTICE (MATERIALS USED PROJECT INFORMATION: AND HOW THEY ARE INSTALLED). PROPOSED DOCK: 1,020SF a) PILINGS: INSTALL 8" (MIN) PT 2.5 CCA MIN BUTT DIAMETER MARINE TREAT PILES.INSTALL MIN. 6' INT❑ FIRM MATERIAL. PILE SPACING TO >- VARY. DESIGNATED MOORING AREA:BOATLIFTS CL b) CR❑SSTIES: EXTENDED 3" BEYOND PILE CENTERLINE, NOT TO ONLY. PROJECT BEYOND EXPOSED EDGE OF PILE, 2X8 SYP 40 AC PT, 8" 304 NO ADDITIONAL MOORING. SS BOLT OR ALL THREAD TO PILE c) STRINGERS: STRINGERS (MAX 18" ❑F), 2 INTERMEDIATE STRINGERS REQUIRED, EXTERI❑R EDGE OF PILING SHALL BE A MINIMUM OF 2" ❑UTSIDE ANY CR❑SSTIE, STRINGER, OR DECK BOARD. EXTERI❑R STRINGER .DOLT TO PILE AS CR❑SSTIES, 2X8 SYP 40 ACID PT cl) DECK: INSTALL WITH 1/2" PLANK SPACING USING #10 SS (304) SCREWS, 2 PER DECK/STRINGER INTERSECTI❑N, 2X6 DECK PLANK #1 GRADE 40 ACID PT. DECKING TO BE MARINE GRADE C❑MP❑SITE APPR❑VED/MARINE GRADE LUMBER, 6) CENTER STRINGERS TO NAILED WITH (2) #16 SS RING SHANK NAILS AT EACH BENT INTERSECTI❑N. ❑UTSIDE STRINGERS FACE NAILED FOR FLUSH APPEARANCE AND ALIGNED WITH EDGE FASTENING OF DECK NOT TO EXCEED 18" CENTER TO CENTER. r 7) STAIR RISER/TREAD DEPTH TO BE FBC 2020 (R311,7,5,2) 7 3" RISER AND NO LESS THAN 10" TREAD. COO T INFORMATION: PROJECT INFORMATION: LOUDON&ASSOCIATES,LLC. CASEYIPENA RESIDENCE PO BOX ERNO, 8 12416 CONSTRUCTION NOTES JENSE BEACNDIANH, RIVER DR. ,FL349 7 PORT SALERNO,FL 34992 JENSEN BEACH,FL 34957 (772)223-0105 OFFICE P.I.:4504-603-0016-001-2 CLOUDON@BELLSOUTH.NET I EXISTING LAYOUT SCOPE:EXISTING DOCK TO BE REMOVED. RECEIVED I INDIAN I PROJECT INFORMATION: RIVER I 14'X10, EXISTING DOCK: 366 SF �j 2�Z� I TEXISTING ERMINUS' EXISTING DOCK TO BE 366 SF REMOVED: St,pmeia geunty I BARREN BOTTOM @41�llttifi9 I I THROUGHOUT PROJECT AREA I I (SAND BOTTOM TYPE THROUGHOUT) RESOURCE OBSERVATION PERFORMED BY: MORGAN E.LOUDON ON 06/02/21 I W I I Lb o �n >L I. d) _I_y4 p-T E-R-L I N I \ I I S23.44'39�75 26' V C _ 1I Ij 41;t-q b F .r I No.4 855 STATE OF %wZZ �Z NAL <r I "IMMMILTANT INFORMATION: PROJECT INFORMATION: LOUDON&ASSOCIATES,LLC. PO BOX1138 EXISTING LAYOUT & DEMOLITION PLAN 12416S NDIANRESIDENCE IV E DR. PORT SALERNO,FL 34992 JENSEN BEACH,FL S INDIAN RIVER DR. (772)223-0105 OFFICE SCALE: �u= 10' JP.I.:4 04-6 3-001 6 0011 27 T CLOUDON@BELLSOUTH.NE SJ PROPOSED LAYOUT SCOPE INSTALL 225X4'ACCESS WITH 101X12'TERMINUS BARREN BOTTOM PLATFORM,INSTALL(2)16K 4-POST BOATLIFTS. THROUGHOUT PROJECT AREA PROJECT INFORMATION: (SAND BOTTOM TYPE THROUGHOUT) DESIGNATED MOORING AREA.BOATLIFTS� PROPOSED DOCK: 1,020 SF RESOURCE OBSERVATION PERFORMED BY: ONLY. MORGAN E.LOUDON ON 06/02121 NO ADDITIONAL MOORING. I I -- -- — RR-0.R-€-R 1F NNE--- -- -- -- -- -- -- -- -- -- -- -- -- -- I 17.3' 0 P/L I - PROPOSED 16K 4-POST BOATLIFT(12'X14') 10'X12' I V----225'X4'ACCES TERMINUS e� — �� INDIAN PROPOSED 16K4-POST BOATL w E RIVER ����°'� F ---- eF''% IQ O�.'�GENS •.•� �� No.438555 *a 8.3'TO P/L r � Y•it ;Q,` -- -- — ----R e-P-ER TY tHa E- -- -- -- -- -- -- -- -- --T� • -E0 - - PROJECT INFORMATION: =ASSOCIATES,ATES,LLC. CASEYIPENA RESIDENCE 38 PROPOSEDLAYOUT 12416SINDIANRIVERDR. FL34992 JENSENBEACH,FL34957 FFICE SCALE:1"=20' P.I.:4504603-0016-001-2 OUTH.NET RESOURCE SPECIES: VARIOUS BOTTOM PROPOSED LAYOUT SCOPE:INSTALL 225'X4'ACCESS WITH 10'X12'TERMINUS HJ: HALOPHILAJOHNSONII THROUGHOUT PROJECTAREA PLATFORM.INSTALL(2)16K 4-POST BOATLIFTS. (SAND BOTTOM TYPE THROUGHOUT) HW: HALODULEWRIGHTII RESOURCE OBSERVATION PERFORMED BY: PROJECT INFORMATION: SF: SYRINGODIUM FILIFORME MORGAN E.LOUDON ON 06102121 PROPOSED DOCK: 1,020 SF HD: HALOPHILA DECIPIENS 1 DESIGNATED MOORING AREA:BOATLIFTS ONLY. NO ADDITIONAL MOORING. P-R-04LE-RAY—L4 4 E B-R tMkiiS E E F E F E E E E E E E E E E E 1 .W'0 P/L E Im i,I W I oIm <- E E o010 F F E � E E NIw E E '� E F � F'F I FIF I E E Ems E E E I E E it E L E I E E { E E I E E F r-Ix E E E I E J0'X12, I 22'FMACCES E E E E F E c E ETERMINUS� EI ———— —————— E Ei E E E E E E E E E EI e E E INDIAN E E E I E E I E E I 41 I I I RIVER I F F E I E E FI E E E E NIw II E E I E E E E E ( E E oA SARREI BOTTOM E F RAf6OCCASIONAL/SPOTBOTfOM �(� c F ` 18.3'•0 PILE E F E (SF(HWIHD)4tAVG.HTE 1 1 PROJECT INFORMATION: LOUDON&ASSOCIATES,LLC. CASEYIPENA RESIDENCE PA BOX ERNO,F BENTHIC RESOURCE SURVEY JENSE12416 INDIAN RIVER BEACH,FL3495DR. PORT SALERNO,FL34992 JENSENBEACH,FL34957 (772)223-0105 OFFICE SCALE:1"=20' P.I.:4504-603-0016-001-2 CLO U DON@BELLSOUTH.NET Mf G�ENqeF���ii PROPOSED225X4'ACCESS9 STATE O CONTRACTOR TO FIELD EXISTING RIP42APFCOwR1OI• `; VERIACCESSRANCE DECKING(NP.) ,m ,' SEE CONST.NOTES RAILING(TYP.) IIIII RAIDNG WHERE INDICATED I 5, --- ---- I --PILES TO BE EMBED M (.3). ( MIN.REQUIREMENT 3 --——— .M_LW(-7;40). . . . . —— . .. . . . . I t !P I I PROPOSED 10'12' DESIGNATED MOORING AREA:BOATLIFTS PROPOSED TERMINUS ONLY. BOATLIFTS NO ADDITIONAL MOORING. RAIUNG(TYP.)RAILING DECKING(TYP.) WHERE INDICATED SEE CONST.NOTES 7 6 5 e 4. . . . F 3 —PILES TO BE ffff EMBED MIN. ? . . . . . .. . . . .2.. . . . . . .. . . „ . . . . . . . . . . . . . . . . . . . . . . . . . . . .MHN(-0,43) .. . . .. . . O ELEV, M ) -i NGVII. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . _2. . . . . . . . LW�7 48 1 - i, --� ---- r. 6 —.- -7 PROJECT INFORMATION: LOUDON&ASSOCIATES,LLC. CASEYIPENA RESIDENCE PO BOX ERNO 6 PROPOSED DOCK SECTION 12416 JENSE INDIAN 34957 PORT SALERNO,FL34992 JENSENBEACH,FL34957 (772)223-0105 OFFICE SCALE:1°=5' P.I.:4504-603-001WI-2 CLO UDON@BELLSOUTH.NET iI BARREN BOTTOM THROUGHOUT PROJECT AREA (SAND BOTTOM TYPE THROUGHOUT) RESOURCE OBSERVATION PERFORMED BY: MORGAN E.LOUDON ON 06/02/21 PROPOSED LAYOUT SCOPE:INSTALL 225'X4'ACCESS WITH 10'X1T TERMINUS J ' �• PLATFORM.INSTALL(2)16K 4-POST BOATLIFTS. ` PROJECT INFORMATION: PROPOSED DOCK: 1,020 SF DESIGNATED MOORING AREA:BOATLIFTS ONLY. NO ADDITIONAL MOORING. DECK FRAMING SECTION <t STRINGER(16°O.C.MAX) INTERMEDIATE STRINGERS LENGTHS AND WIDTHS VARY(SEE SITE PLAN) REQUIRED DOCK CROSSECTION 13 PILE SPACING 12 DECKING(TYP.) 10'-12'O.C.(MAX.) 11 DECKING 9 SEE CONST.NOTES STRINGER STRINGER :. 6 SEE CONST. ALL THRU BOLTS OR ALL NOTES 6 THREAD B°304SS 5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . CROSSBRACES CROSSBRACES 2 `,11((�8��� SEE CONST.NOTES PILE TO BE \\� /�, EMBED 6'(+!- ELV.0 NAVD66 EMBED 6'(+�-) \\1 -PILE TO BE M•B�e� . . . . . . . . . . . . . . . Mom(-0:43). . . ,1. . . . . - �\ o MLW(-1.40) . . . . . . . . Q'; �• i. . . . . . . . . . 2. No.�4p3855 TATE ti SILT OR MUCK DOES i � OF NOT CONSTITUTE FIRM % • G MATERIALto 0NAl1l�e�` LTANT INFORMATION: PROJECT INFORMATION: LOUDON&ASSOCIATES,LLC. RESIDENCE PO BOX NO,F PROPOSED FRAMING SECTION 2NSE NEANRNER957 PORT SALERNO,FL 34992 (772)223-0105 OFFICE SCALE: 1°=5' JENSEN BEACH, 6 34957 P.I.:4504603-0016-001-2 CLOUDON@BELLSOUTH.NET HURRICANE BOAT LIFTS CATEGORY-5 VERTICAL LIFTS ENGINEERING SPECIFICATIONS RECEIVED s e s 1 OCT 12 2 �� 7 h' ' UH RECOMUENDED $t,LU 'a 5 4 0 CAPAaTv A d192' PUNG SIZES 4,500 LB 150' 8'To 10'DIA 7 rj DIRECT DRIVE 7.000 LB 151Y 8'To t0'DIA P0e19 PmaVolbn 11 4 OPTION 10,000 LB 1SWW 9'To 10'DIA To Be 16 Into The 4 13.000 L8 150' 9'To 10'Out Sena Bottom Or 5' f I� 16.000 LB 150' 9'To 10'DIA Into The Rock Strata I 3 k 20.000 LB 168' 0'To 12'DIA +� 2 2 ' 24,000 LB 182' 0'To 1Y DIA 1R 6 Poe 4 9 A our-TD-Ot1T B Co11at-TO-cmn II, � U.H.S. DIRECT DRIVE III OPTION OUT—ATO—OUT II B �tfSl II IV " Top 2 Cradles 4 5 6 7 8 9 les Bunk Urt Beam 0utd° D.D. COP. Channel ]—Beam Board Si la Past Bearings 91� Wtry 0eor Sue Size (STD) Height Motor H.P. H.P. 4,500/ 4N x 15 x 29/19 (4) 324EHP. (2 Ea.) 2W x.23 x 132 O / 1 H.P. 150'Lg. 4.03 WLA M FL 5/16' 120/20A 240/10A 5' 10, ay E. Wit 42'W 55T• (2 Ea.) (2 Ea.) 7,000/ 2.268 x/44/O 1 Port (5 Ea.) I H.P. 1 1/2 H.P. 150'L 4.70 WL/Lk1 FL 2'x8'x141' 375'DIA 40 20A 240/I0A H I 8 M x 5'W PT SOLID P, ' fill x E. x,35 5 Wood r Sdkl (2 Es.) (2 Ea.) 10.000/ .5 W 150/O Carpeted LUMINUM 3/4 HP. 1 H.P. Stainless Steel Ping Mount Bracket 750 6.18 WL/Un FL (4) 6061—T6 WINDER 240 10A 240/10A With 2-3/8'Bolts Connecting The ill xa17 8'H x SW 6•—B' 2 E°.) y.41.25 5/16' ALUM. Bracket To The Assembly. 13.0001 .71 y 150/O 1 1/2 N.P. 2-3/8'r3'Stainless Steel Log Bolts 150'I.Q. 7.02 WL/Lk1 FL SST. (2 Ea.) 240/IOA Into The Side Of Piling 10'H x 6'W 7H x 310 y 41 2S 'x10'x144' 2 Part (2 Ea.) N� 18,000/ Y5 x iii. a wood 1 N.P. 1 1/2 H.P. 150' 8.84 WL/Lkl FL Carpeted 240/10A 240/10A a• t0'H x 6'W 3'x10'x16e' (2 Ea.) 20,000/ 3.76 W x.411.25 PT (4) (6 Co.) x.41 x 168 O Woad 1 1/2 H.P. 168"..4 L 8.64 WLAJa FL Carpeted 5/16' 10' 2'Slid SDLIDA. 240/t0A x y011 x 6'W T:fO'x192' S57. 6061—T6 LUMENUM Bit .50.29 (2 Ea.) 24,000/ 3.75 W / PT x.41 x 25 192 O Nbod ALUu. WINDER 1 1/2 H.P. 192' 10.28 WL/Un FL Caryated 3 Part 240/10A THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE 7lh EDITION 2020 FLORIDA BUILDING CODE. NOTE THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH WIND SPEEDS OF V,4e= 180 MPH, V== 139 MPH (3 SEC. GUST)EXPOSURE'D' WITHOUT A BOAT ON THE LIFT PER ASCE 7-10 USING ABOVE GROUND SIGN/WALL METHOD, THE LIFTING STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAND WIND SPEEDS OF U1It=90 MPH IN EXPOSURE'C'OR 80 MPH IN EXPOSURE'D'. OWNER RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING WINDSTORM EVENT IN EXCESS Vasd AS CALATED BELOW, PER FBC 3105.5.3 STRUCTURES DESIGNED TO BE READILY REMOVED OR REPOSITIONED DURNING PERIODS OF HIGH WIND VELOCITY SHALL BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR PAINTED INSTRUCTIONS TO BE THE OWNER OR TENANT TO REMOVE OR REPOSITION THE STRUCTURE OR PART THEREOF BURNING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER BUREAU AS BEING A HURRICANE WARNING OR ALERT. THE LIFT OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE PERMIT HOLDER.NO WARRANTY. EXPRESSED OR IMPLIED,IS CONTAINED HEREIN. Vasd MAY BE CALCULATED BY THE FOLLOWING FORMULA: Vasd - v0.6•Vult.DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING RATIOS AS CONFIRMED BY OTHERS: B/s=3, B/h - 0.75, FOR A Cf of 1.6 MAXIMUM WHERE H IS THE HEIGHT TO TOP OF BOAT,B IS HORIZONTAL DIMENSION, AND S IS VERTICAL DIMENSION. CERTIFICATION OF BOAT LIFT TO EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL CERTIFICATIONS ARE BY OTHERS; ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT ONLY. THIS DETAIL IS PREPARED AS A GENERAL NON—SITE SPECIFIC MASTER PLAN SHEET DETAIL. TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PILES SHALL BE SEASONED WOOD WITH G=0.55 OR BETTER. SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED HEREIN, OR STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC ENGINEERING MAY BE REQUIRED AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR. CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF THIS DETAIL. AS THIS IS NOT A SITE SPECIFIC DRAWING, IT IS THE RESPONSIBILITY OF OTHERS TO ENSURE THE INTEGRITY OF INSTALLATION TO THE HOST STRUCTURE. ALUMINUM MATERIAL: 6061 T6 ALUMINUM ALL WELDS ARE MIN. 1/4'FULL FILLET WELD USING 5556 FILLER ALLOY. ALL WELDING MUST CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND VERIFIED BY OTHERS.TIE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. FASTENERS ALL ANCHORS TO BE HILT] BRAND OR MFR EQUIVALENT. ALL BOLTS SHALL BE HOT DIPPED GALVANIZED, OR STAINLESS STEEL&MEET THE REQUIREMENTS OF ASTM A304 WITH HARDENED WASHERS AND HEX NUTS. WASHERS SHALL BE USED BETWEEN WOOD&BOLT HEAD&BETWEEN WOOD&NUT. WHERE GENERIC FASTENERS ARE LABELED IN DETAILS, CAPACITIES SHALL BE EQUAL TO OR GREATER THAN HILTI KWIK BOLT II OR RED HEAD THRU BOLTS. EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINISHES. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY"KOPPERS BITUMINOUS PAINY OR POLYETHYLENE TAPE UHMW (ULTRA HIGH MOLECULAR WEIGHT) 11.7 mils(0.30 mm)MIN. TOTAL THICKNESS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE ALL WELDS PER FLORIDA BUILDING CODE. SPECIALTY ENGINEERING SERVICES&SOLUTIONS INC.HAS NOT VISITED THIS JOBSITE.INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. SPECIALTY ENGINEERING SERVICES&SOLUTIONS INC. SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE VERIFIED PRIOR TO CONSTRUCTION. SPECIALTY ENGINEER SERVICES&SOLUTIONS. SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ENGINEERING SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, at. al. INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COSTS&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION &CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES&FORM DEVIATIONS OF THIS PLAN,EXCEPT AS EXPRESSLY PROVIDED IN HEREIN,NO CERTIFICATION OR AFFIRMATIONS,-ARE'INTENDED. THIS SPEGIFIOATION,S-HEE7 GOOD 011Ya AT THIS NAME AND ADDRESS i.uarrrr `VOID.VI!THyUT +'vCA E SEAL OVER NAME \�%`` NAME�J ( ` "j .f. 1: N t . (��� ,��N • r • i PE. DATE: ADDRESS- -1 W-_ 6 r • 0!45 �j� / J CITYilrbl - - L.TATE-_ ZIP-. ��1° �� °:� i 41 Jl 2 HURRICANE BOAT LIFTS• - p.55141 • 3301 S.E. Slater Street B&B Eygineiing,N lorida 34997 2237 nWoods:, Edge Circle k Stuart,4 Orlondo�Fk 32817 (772>-781-2556 STET OF Fax (772)-781-4854 °° •: 1�\ �fr�11l1�1�1111,. . � N \ CD lea m m --i ) ` `-7/LT cl /"/UP ov -ram `"1; 7� YA�AOc-L---' it MARTIN COUNTY BUILDING DEPARTMENT 900 SE RUHNKE STREET STUART,FL 34994 ECEVN288-5916 (772)288-5911 OCT 12 2020 Martin County Electrical Load Calculations Electrical t,Lucie county �twng Phone#: Fax#: Project: Location : Existing Service Feeder Size: G Existing Panel Size:- � Main Breaker Size: �OCR Number of Breakers: a_!/> Existiniz Loads led y Sq.Ft.X 3 watts per sq.ft............................ � - watts Appliance 1500 watts each....................�00 y watts. PP cir.@ Laundry cir.@ 1500 watts each...................... J `�_C? O watts —i Range @ 8 kw................................................. watts Dishwasher and disposal @ 1500 watts each...... 300 O watts Microwave @ 2000 watts............................. C O G" watts Water heater @ 4.5 kw................................ �.�� watts Tankless water heater.................................. watts Dryer @ 5 kw........................................... S O©0 watts Refrigerator @ 1500 watts ........................ watts Bathroom 1 @ 1500 watts .......................... j� 0 watts —�Sprinkler Pump ........................................ l SOU watts Other ............... watts Other ................. watts Other ................ watts Sub total-W 1_/2c�—Watts New Loads Poolpump................................................ watts - Pool light................ watts Heatpump............................................... watts Chlorine generator....................................... watts Airblower.......................:........................ watts Boatlift......................:�............................ Co watts Other ................ watts Other ................ watts Other watts / Total `L l�J (� Watts First 10 kw @ 100%............................................. l i� d watts Remainder @ 40%................................... LCZ,) _watts A/C heat @ 100%...................................................1 )O v watts Total watts L ! ___._.Divided by 240 volts= Amps Prepared by: ''�� Date: TAb1d1b1dg_forms\New Applicatio s orm Occtrical Load Calculations.doc 10/4/2007