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Land Development and Planning Project Files_1005 Russell Dr._20221013_Development Order No. 22-0015TRANSMITTAL FORM REPORT OF REVIEW & ACTION BY PLANNING BOARD Transmit to: Town Planner Ingrid Allen Building Department Date: October 24, 2022 Applicant/Owner: Villa Del Alto Property Owners Property Address: 1005 Russell Drive, Highland Beach, FL 33487 Property Control Number: 24-43-47-04-03-000-0231 Application No. 22-0015 Preliminary Review: Final Review: Install a 500-square foot dock Amended Site Plan Review Other AT THE OCTOBER 13, 2022, MEETING, THE PLANNING BOARD REVIEWED THE ABOVE MATTER PURSUANT TO CHAPTER 30 OF THE TOWN CODE OF ORDINANCES, AND HEREBY CERTIFIES THAT THE FOLLOWING ACTION WAS TAKEN: Denied Recommendation to Approve Approved with Modifications (as noted) Other: PLEASE TAKE WHATEVER ACTION IS REQUIRED TO COMPLETE THE SUBJECT MATTER, I.E., ISSUE PERMIT, TRANSMIT TO TOWN COMMISSION, RETURN TO APPLICANT, ETC. IF THE ABOVE PLANS WERE DENIED OR APPROVED WITH MODIFICATIONS, PLEASE NOTE THE BOARD’S FINDINGS: MOTION: Mendelson/Powell - Moved to approve Development Order No. 21-0015- 0002 as presented. Based upon roll call, the motion passed unanimously on a 6 to 0 vote. CLERK’S OFFICE USE ONLY: Transmitted to the Building Department: 10/24/2022 REVIEW GIVEN TO SUBJECT PROPERTY File Attachments for Item: A. Special exception approval to install a 500-square-foot dock Page 10 PLANNING BOARD STAFF REPORT MEETING OF: October 13, 2022 TO: PLANNING BOARD FROM: INGRID ALLEN, TOWN PLANNER SUBJECT: APPLICATION BY WILLIAM R. THOMAS, UNLIMITED PERMIT SERVICES INC., FOR A SPECIAL EXCEPTION APPROVAL TO INSTALL A 500 SQUARE FOOT DOCK FOR THE PROPERTY LOCATED AT 1005 RUSSELL DRIVE. (DO #21-0015). Applicant (Property Owner): Villa Del Alto Property Owners 1005 Russell Drive Highland Beach, Fl. 33487 Applicant’s Agent: William R. Thomas Unlimited Permit Services, Inc. 902 NE 1 Street, Suite #2 Pompano Beach, FL 33060 Property Characteristics: Comprehensive Plan Land Use: Multi Family Low Density Zoning District: RML, Residential Multiple Family Low Density Parcel PCN#: 24-43-47-04-03-000-0231 Request and Analysis: The Applicant is proposing to install a 500 square foot dock at the property located at 1005 Russell Drive. According to the Applicant’s property survey, the proposed dock will replace an existing 430.5 square foot dock. Note that the plan set submitted by the Applicant provides for a proposed I. GENERAL INFORMATION: HIGHLAND BEACH BUILDING DEPARTMENT 3614 S. Ocean Boulevard Highland Beach, FL 33487 Ph: (561) 278-4540 Fx: (561) 265-3582 Page 11 deck located on the property. These deck details are for references purposes only given the deck’s proximity to the proposed dock. While the proposed deck does require a building permit, it does not require Planning Board approval given it is not an accessory marine facility as defined in Section 30-68(g). The Applicant has obtained both Florida Department of Environmental Protection (FDEP) and US Army Corps of Engineers (ACOE) authorization for the proposed dock. The corresponding file numbers for each agency are provided in the table below. FDEP (FILE NO.) ACOE (FILE NO.) 50-0294283-003,004-EE SAJ-2021-02182(NW/GP-PRC) Both the FDEP and ACOE authorizations include the installation of a 300 linear foot seawall cap; however, the special exception application (DO #21-0015) and corresponding plan set submitted to the Town, do not include such proposed seawall cap. Any future request for a seawall cap, will require Planning and Board approval pursuant to Section 30-67 of the Town Code. Section 30- 68(h)(1)a. of the Town Code, states that the installation of a dock shall be subject to special exception approval by the Planning Board at an advertised public hearing. Note that according to Section 30- 68(g)(6)d.2. of the Town Code, accessory marine facilities (which includes docks) located in the multifamily zoning districts are exempt from side yard setback requirements. Section 30-36(a) of the Town code states that if the Planning Board is the final authority on the special exception, then it shall approve, approve with conditions, or deny the application. Staff has reviewed the Applicant’s proposed request and finds that the project is consistent with the Zoning Code (Chapter 30) including the special exception criteria of Section 30-36, were applicable, and the Town Comprehensive Plan. Following an approval by the Planning Board and prior to initiation of construction, the Applicant will be required to obtain a building permit from the Town of Highland Beach Building Department. Pursuant to Section 30-21(g) of the Town Code, commencement of construction shall be initiated within two (2) years following the date of approval by the Planning Board. Staff recommends approval of the installation of a 500 square foot dock at the property located at 1005 Russell Drive based on the plans date stamped received by the Building Department on September 21, 2022: The Applicant’s proposed request: Meets Town of Highland Beach Zoning and other governmental agencies requirements. II. Recommendation Page 12 Meets Town of Highland Beach Zoning requirements ; however, approvals are pending before the Town of Highland Beach will issue permits, with other governmental agencies as listed: Does not meet Town of Highland Beach Zoning requirements. Should you have any questions, please feel free to contact me at (561) 637-2012 or iallen@highlandbeach.us Attachments: Application Aerials FDEP approval ACOE approval HOA approval Applicant Plans Page 13 Page 14 Page 15 Page 16 100 5 Russe ll D rive Palm Beach Cou ntyNoneSeptember 27, 20 22 0 0 .0 095 0.0 190.00 4 75 m i 0 0 .0 1 5 0.030.007 5 km 1:576 Page 17 1005 Russell Drive 03/05/2021 SUBJECT PROPERTY Existing dock Page 18 www.floridadep.gov FLORIDA DEPARTMENT OF Environmental Protection Southeast District Office 3301 Gun Club Road, MSC 7210-1 West Palm Beach, FL 33406 561-681-6600 Ron DeSantis Governor Jeanette Nuñez Lt. Governor Shawn Hamilton Interim Secretary July 22, 2021 Jerry Wolff 1005 Russell Drive Highland Beach, FL 33487 Sent via e-mail: wolftick@aol.com Re: File No.: 50-0294283-003,004-EE File Name: Jerry Wolff Dear Jerry Wolff: On June 21, 2021, we received your request for verification of exemption to perform the following activities: 1) replace an existing 430 sq. ft dock with a new 500 sq. ft. dock, and 2) install a seawall cap. The project is located in a man-made canal, Class III Waters, adjacent to 1005 Russell Drive, Highland Beach (Section 4, Township 47 South, Range 43 East), in Palm Beach County (Latitude N 26° 23’ 45.15”, Longitude W 80° 4’ 10.92”). Your request has been reviewed to determine whether it qualifies for (1) regulatory exemption, (2) proprietary authorization (related to state-owned submerged lands), and (3) federal approval that may be necessary for work in wetlands or waters of the United States. Your project did not qualify for the federal authorization of this verification request. Additional authorization must be obtained prior to commencement of the proposed activity. This letter does not relieve you from the responsibility of obtaining other federal, state, or local authorizations that may be required for the activity. Please refer to the specific section(s) dealing with that portion of the review below for advice on how to proceed. 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 Alexander Brockett at the letterhead address or at 561-681-6714, Alexander.Brockett@FloridaDEP.gov . Page 19 Project No.: 50-0294283-003,004-EE Project Name: Jerry Wolff Page 2 of 5 1. Regulatory Review – VERIFIED Based on the information submitted, the Department has verified that the activities as proposed are exempt, under Chapter 62-330.051(5)(b) and (12)(d), Florida Administrative Code, (F.A.C.), from the need to obtain a regulatory permit under Part IV of Chapter 373 of the Florida Statutes. This exemption verification is based on the information you provided the Department and the statutes and rules in effect when the information was submitted. This verification may not be valid if site conditions materially change, the project design is modified, or the statutes or rules governing the exempt activity are amended. In the event you need to re-verify the exempt status for the activity, a new request and verification fee will be required. Any substantial modifications to the project design should be submitted to the Department for review, as changes may result in a permit being required. 2. Proprietary Review- NOT REQUIRED The activity does not appear to be located on sovereign submerged lands, and does not require further authorization under chapter 253 of the Florida Statutes, or chapters 18-20 or 18-21 of the Florida Administrative Code. 3. Federal Review - NOT APPROVED Your proposed activity as outlined on your application and attached drawings does not qualify for Federal authorization pursuant to the State Programmatic General Permit and a SEPARATE permit or authorization shall be required from the Corps. You must apply separately to the Corps using their APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT, ENG FORM 4345, or alternative as allowed by their regulations. More information on Corps permitting may be found online in the Jacksonville District Regulatory Division Source Book at: https://www.saj.usace.army.mil/Missions/Regulatory/Source-Book. Authority for review - an agreement with the USACOE entitled “Coordination Agreement Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection (or Duly Authorized Designee), State Programmatic General Permit”, Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act. Additional Information Please retain this letter. The activities may be inspected by authorized state personnel in the future to ensure compliance with appropriate statutes and administrative codes. If the activities are not in compliance, you may be subject to penalties under Chapter 373, F.S., and Chapter 18- 14, F.A.C. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the 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 Page 20 Project No.: 50-0294283-003,004-EE Project Name: Jerry Wolff Page 3 of 5 process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department’s action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules 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; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency’s proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency’s proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. You cannot justifiably rely on the finality of this decision unless notice of this decision and the right of substantially affected persons to challenge this decision has been duly published or otherwise provided to all persons substantially affected by the decision. While you are not required to publish notice of this action, you may elect to do so pursuant Rule 62- 110.106(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 Page 21 Project No.: 50-0294283-003,004-EE Project Name: Jerry Wolff Page 4 of 5 120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the 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 will 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@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 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. Page 22 Project No.: 50-0294283-003,004-EE Project Name: Jerry Wolff Page 5 of 5 EXECUTION AND CLERKING Executed in Orlando, Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION _________________________________ Danielle Sattelberger Environmental Manager Southeast District Enclosures: Attachment A- Specific Exemption Rule Project drawings, 7 pages 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 – Danielle Sattelberger, Alexander Brockett Kathy Cartier, Unlimited Permit Services Inc., kathyc@unlimitedps.net Additional mailings: Matt Mitchell, Palm Beach County, Environmental Resources, mmitchell@pbcgov.org 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. __________________________ July 22, 2021 Clerk Date Page 23 Attachment A 62-330.051 Exempt Activities. The activities meeting the limitations and restrictions below are exempt from permitting. However, if located in, on, or over state-owned submerged lands, they are subject to a separate authorization under chapters 253 and 258, F.S., as applicable. (5) Dock, Pier, Boat Ramp and Other Boating-related Work ‒ (b) Installation of private docks, piers, and recreational docking facilities, and installation of local governmental piers and recreational docking facilities, in accordance with section 403.813(1)(b), F.S. This includes associated structures such as boat shelters, boat lifts, and roofs, provided: 1. The cumulative square footage of the dock or pier and all associated structures located over wetlands and other surface waters does not exceed the limitations in section 403.813(1)(b), F.S.; 2. No structure is enclosed on more than three sides with walls and doors; 3. Structures are not used for residential habitation or commercial purposes, or storage of materials other than those associated with water dependent recreational use; and 4. Any dock and associated structure shall be the sole dock as measured along the shoreline for a minimum distance of 65 feet, unless the parcel of land or individual lot as platted is less than 65 feet in length along the shoreline, in which case there may be one exempt dock allowed per parcel or lot. (12) Construction, Replacement, Restoration, Enhancement, and Repair of Seawall, Riprap, and Other Shoreline Stabilization ‒ (d) Installation of batter piles, king piles, or a seawall cap, used exclusively to stabilize and repair seawalls, provided they do not impede navigation. Rulemaking Authority 373.026(7), 373.043, 373.4131, 373.4145, 403.805(1) FS. Law Implemented 373.406, 373.4131, 373.4145, 373.415, 403.813(1) FS. History–New 10-1-13, Amended 6-1-18 Page 24 111'-1" Existing 123' x 3.5' (430sf) wood dock and wood piles to be removed 76'-6" 112'-2" Existing wood deck to be removed Existing cap to be removed; seawall and piles to remain Sheet 1 of 6 Project: Proposed Dock / Seawall Repair Jerry Wolff 1005 Rusell Drive Highland Beach, Florida 33487 MARK E. WEBER, P.E. LICENSE #53895 | CA 30702 MW ENGINEERING, INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 WWW.MwEngineering.net B&M MARINE CONSTRUCTION INC 1211 South Military Trail, Suite 200 Deerfield Beach, Florida 33442 (954) 421-1700 PREPARED FOR: See attached survey supplied by owner for exact property information. C A N A L (150' R/W) Location Map Existing Site Plan Scale: 1" = 20' IN T R A C O A S T A L W A T E R W A Y Southeast District Permit Number 50-0294283-003,004-EE Page 25 125' Existing seawall and piles to remain Existing wetface 4' 3'76'-6" 112'-2" 111'-1" 300' of 36" x 18" cap overpour 125' x 4' (500sf) wood dock on (14) 10"Ø wood piles 7' from property line 6' from wetface 111'-7"17' 9'-5" 13' 17' x 13' (199sf) upland deck Sheet 2 of 6 MARK E. WEBER, P.E. LICENSE #53895 | CA 30702 MW ENGINEERING, INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 WWW.MwEngineering.net B&M MARINE CONSTRUCTION INC 1211 South Military Trail,Suite 200 Deerfield Beach, Florida 33442 (954) 421-1700 PREPARED FOR:Project: Proposed Dock / Seawall Repair Jerry Wolff 1005 Rusell Drive Highland Beach, Florida 33487 See attached survey supplied by owner for exact property information. C A N A L (150' R/W) Location Map Proposed Site Plan Scale: 1" = 20' IN T R A C O A S T A L W A T E R W A Y Southeast District Permit Number 50-0294283-003,004-EE Page 26 125' Existing seawall and piles to remain Existing wetface See framing plan 4' 3' 76'-6" 112'-2" 111'-1" Overall Plan View Scale 1"= 20'-0" 300' of 36" x 18" cap overpour 3" (typ.) Existing wetface Existing seawall and cap to remain Existing concrete batter piles to remain (6) #5 bars continuous #3 stirrups @ 16" on center Cap Steel Detail Scale: 1/2" = 1'-0" 36" 24" 18" MLW -1.9' NAVD MHW +0.3' NAVD Existing berm to remain Existing concrete batter piles to remainSeawall Section Scale 1/4"= 1'-0" 3' Existing wetface Existing seawall and cap to remain 300' of 36" wide x 18" concrete cap 2' P r o p e r t y L i n e 1'-6" Sheet 3 of 6 MARK E. WEBER, P.E. LICENSE #53895 | CA 30702 MW ENGINEERING, INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 WWW.MwEngineering.net B&M MARINE CONSTRUCTION INC 1211 South Military Trail,Suite 200 Deerfield Beach, Florida 33442 (954) 421-1700 PREPARED FOR:Project: Proposed Dock / Seawall Repair Jerry Wolff 1005 Rusell Drive Highland Beach, Florida 33487 Southeast District Permit Number 50-0294283-003,004-EE Page 27 125' Existing seawall and piles to remain 300' of 36" x 18" cap overpour Existing wetface 4' 3' 4' 6' from wetface 7' from property line51 3 4 679 Overall Plan View Scale 1"= 10'-0" 7' from property line 6' from wetface 111'-7"17' 9'-5" 13' See framing plan and section @ sheet "5 of 6" DOCK NOTE IDENTIFICATION: 1.New 10"Ø wood piles 2.Not used 3.4" x 10" hanger to cap with (1) 5/8" wedge anchor, min. 4" embedment 4.2" x 8" substringer with (2) 5/8" thru bolt or lag bolt @ piles and hangers 5.(2) 2" x 8" stringers @ pilings with (1) 5/8" thru bolt or lag bolt to piles 6.2" x 8" stringers w/ (2) 16d nails to each substringer; @ 16"o.c. for azek deckboards or 24"o.c.. for pressure treated wood deckboards 7.5/4" x 6" Tan deck "HDPE" with (2) #8 x 3" deck screws per stringer 8.2" x 8" fascia board 9.2" x 4" wood trim 10.2x4 continuous sleepers with 1 2"Ø wedge anchors @ 36" o.c. into new seawall cap, minimum embedment = 4" 11.4x4 posts set in 18"Ø x 24" deep earth formed with redi mix type concrete 12.2" x 6" joists with (1) 5/8" thru bolt or lag bolt @ 4x4 posts 3' Dock Section Scale 1/4"= 1'-0" 4' 4' 9 5 3 76 1 6' from wetface 4 7' from property line MLW -1.9' NAVD MHW +0.3' NAVD Existing berm to remain Existing concrete batter piles to remain 1'-6" Existing wetface Existing seawall and cap to remain 2' P r o p e r t y L i n e 7' 1x2 strip boards 300' of 36" wide x 18" concrete cap Sheet 4 of 6 MARK E. WEBER, P.E. LICENSE #53895 | CA 30702 MW ENGINEERING, INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 WWW.MwEngineering.net B&M MARINE CONSTRUCTION INC 1211 South Military Trail,Suite 200 Deerfield Beach, Florida 33442 (954) 421-1700 PREPARED FOR:Project: Proposed Dock / Seawall Repair Jerry Wolff 1005 Rusell Drive Highland Beach, Florida 33487 Southeast District Permit Number 50-0294283-003,004-EE Page 28 DOCK NOTE IDENTIFICATION: 1.New 10"Ø wood piles 2.Not used 3.4" x 10" hanger to cap with (1) 5/8" wedge anchor, min. 4" embedment 4.2" x 8" substringer with (2) 5/8" thru bolt or lag bolt @ piles and hangers 5.(2) 2" x 8" stringers @ pilings with (1) 5/8" thru bolt or lag bolt to piles 6.2" x 8" stringers w/ (2) 16d nails to each substringer; @ 16"o.c. for azek deckboards or 24"o.c.. for pressure treated wood deckboards 7.5/4" x 6" Tan deck "HDPE" with (2) #8 x 3" deck screws per stringer 8.2" x 8" fascia board 9.2" x 4" wood trim 10.2x4 continuous sleepers with 1 2"Ø wedge anchors @ 36" o.c. into new seawall cap, minimum embedment = 4" 11.4x4 posts set in 18"Ø x 24" deep earth formed with redi mix type concrete 12.2" x 6" joists with (1) 5/8" thru bolt or lag bolt @ 4x4 posts 3' Deck Section Scale 1/4"= 1'-0" 4' 4' 9 5 3 76 1 6' from wetface 4 7' from property line MLW -1.9' NAVD MHW +0.3' NAVD Existing berm to remain Existing concrete batter piles to remain Existing wetface Existing seawall and cap to remain 2' P r o p e r t y L i n e 7' 1x2 strip boards 300' of 36" wide x 18" concrete cap 6'-5" 11 9'-5" 4"7 10 12 Grade 17' 13' Deck Framing Paln Scale 1/4"= 1'-0" 10 9'-5" 1112 Sheet 5 of 6 MARK E. WEBER, P.E. LICENSE #53895 | CA 30702 MW ENGINEERING, INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 WWW.MwEngineering.net B&M MARINE CONSTRUCTION INC 1211 South Military Trail,Suite 200 Deerfield Beach, Florida 33442 (954) 421-1700 PREPARED FOR:Project: Proposed Dock / Seawall Repair Jerry Wolff 1005 Rusell Drive Highland Beach, Florida 33487 Southeast District Permit Number 50-0294283-003,004-EE Page 29 Southeast District Permit Number 50-0294283-003,004-EE Page 30 WOOD DOCK NOTES: 1.All materials to be pressure treated pine unless otherwise noted. 2.All frame work materials to be Southern Pine Grade #1 3.All Decking materials to be grade #1 unless otherwise noted. 4.All hardware to be Stainless Steel or Galvanized unless otherwise noted. PILE NOTES: 1.Wood piles to be 2.5 lb. CCA treated in accordance with AWPA standard C18. 2.Wood piles shall be a minimum diameter of 10", Miami Dade County requires minimum diameter of 12". 3.Concrete piles shall attain 6000 psi compressive strength in 28 days. 4.Concrete piles shall be reinforced with four - 7 16"Ø lo-lax strands, 270 kips, and 5 ga. spiral ties. 5.Concrete piles shall be 12"x12" square, minimum length of 20'. 6.Concrete piles shall be cut to leave strands exposed a min. of 18" and tied to dock or cap steel or drill and epoxy (2) #5 8"x12" hook bars 6" into pile. PILE DRIVING: 1.Piles shall be driven using an approved cushion block consisting of material so arranged so as to provide the transmission of hammer energy. 2.Piles shall be driven to required capacity (min. 10 tons) a minimum of 8' into berm or refusal. 3.Piles shall be driven with a drop hammer or gravity hammer provided the hammer shall weight no less than 3,000 pounds, and the fall of the hammer shall not exceed 6'. 4.Piles shall be driven with a variation of not more than 1 4 inch per foot from the vertical, or from the batter line indicated, with a maximum variation of the head of the pile from the position shown on the plans of not more than three inches. 5.Where piling must penetrate strata offering high resistance to driving, the structural engineer of record or special inspector may require that the piles be set in pre-drilled or punched holes. The piles shall reach their final penetration by driving. GENERAL NOTES: 1.Construction to follow the Florida Building Code 7th Edition (2020) and amendments as applicable and all Local, State and Federal Laws. 2.Licensed contractor shall verify the existing conditions prior to the commencement of the work. Any conflicts or omissions between existing conditions or the various elements of the working drawing shall be brought to the attention of the Engineer prior to the commencement of the work. The Licensed Contractor and all subcontractors are responsible for all lines, elevations, and measurements in connection with their work. 3.Do not scale drawings for dimensions. 4.Any deviation and/or substitution from the information provided herein shall be submitted to the Engineer for approval prior to commencement of work. 5.All unanticipated or unforeseen demolition and/or new construction conditions which require deviation from the plans and notes herein shall be reported to the Engineer prior to commencement of work. 6.All new work and/or materials shall conform to all requirements of each administrative body having jurisdiction in each appertaining circumstance. 7.All new materials and/or patchwork shall be provided to match existing materials and/or adjoining work where practical except as specifically noted herein. 8.Licensed Contractor to shall use all possible care to protect all existing materials, surfaces, and furnishings from damage during all phases of construction. 9.Licensed Contractor to verify location of existing utilities prior to commencing work. 10.The Licensed contractor to install and remove all shoring and bracing as required for the proper execution of the work. 11.Licensed Contractor to obtain all permits as necessary from all Local, State, and Federal agencies. 12.Turbidity barriers to be marked with site contractor's company name using permanent markings no smaller than 3 inches in height on the top of the barrier. CONCRETE NOTES: 1.Concrete shall conform to ACI 318-14 and shall be regular weight, sulfate resistant, with a design strength of 5000 psi at 28 days with a maximum water-cementitious materials ratio, by weight aggregate concrete of 0.40. 2.Owner shall employ and pay for testing services from an independent testing laboratory for concrete sampling and testing in accordance with ASTM. 3.Licensed contractor is responsible for the adequacy of forms and shoring and for safe practice in their use and removal. 4.Concrete cover shall be 3" unless otherwise noted on the approved drawings. 5.Reinforcing steel shall be in conformance with the latest version of ASTM A615 Grade 60 specifications. All reinforcement shall be placed in accordance with ACI 315 and ACI Manual of Standard Practice. 6.Splices in reinforcing bars shall be not be less than 48 bar diameters and reinforcing shall be continuous around all corners and changes in direction. Continuity shall be provided at corners or changes in direction by bending the longitudinal steel around the corner 48 bar diameters. 7.Defective, cracked or loose concrete areas must be cut out, the rebar must be cleaned, coated with zinc and repaired with at least 3" of expoxy-concrete mix or gunnite concrete with sulfate-resistant cement. Sheet 6 of 6 MARK E. WEBER, P.E. LICENSE #53895 | CA 30702 MW ENGINEERING, INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 WWW.MwEngineering.net B&M MARINE CONSTRUCTION INC 1211 South Military Trail,Suite 200 Deerfield Beach, Florida 33442 (954) 421-1700 PREPARED FOR:Project: Proposed Dock / Seawall Repair Jerry Wolff 1005 Rusell Drive Highland Beach, Florida 33487 Southeast District Permit Number 50-0294283-003,004-EE Page 31 From:Clune, Patricia R CIV USARMY CESAJ (USA) To:Ingrid Allen Subject:RE: SAJ-2021-02182 (NW/GP-PRC) Date:Tuesday, September 27, 2022 2:37:27 PM Attachments:image001.png That is a typo, the permit is good until March 2023 and they have a year after that to complete the work if they have the work under contract. Patricia Clune Project Manager U.S. Army Corps of Engineers 4400 PGA Boulevard, Suite 500 Palm Beach Gardens, Florida 33410 Office: 561-472-3536 Cell: 561-768-5944 Email: Patricia.R.Clune@usace.army.mil From: Ingrid Allen <iallen@highlandbeach.us> Sent: Tuesday, September 27, 2022 2:30 PM To: Clune, Patricia R CIV USARMY CESAJ (USA) <Patricia.R.Clune@usace.army.mil> Subject: [URL Verdict: Neutral][Non-DoD Source] FW: SAJ-2021-02182 (NW/GP-PRC) Ms. Clune: The above-referenced authorization expired on March 18, 2022. The property owner is no longer repairing a 300 linear foot seawall cap; however, they are proceeding with the construction of a 500 sq ft dock. Does the applicant need to seek a brand new authorization or can they submit to extend their expired authorization? Given they did already go through the process, will a new authorization (if required) be expedited? Kindly advise. Sincerely,Ingrid Allen Town Planner Town of Highland Beach 3614 S. Ocean Boulevard Highland Beach FL 33487 (561) 278-4540 Office (option 3) (561) 278-2606 Fax www.highlandbeach.us PLEASE NOTE: Florida has a very broad public records law. Most written communications to or from the Town of Highland Beach officials and employees regarding public business are public records available to the public and media upon request. Your e-mail communications may be subject to public disclosure. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this Page 32 entity. Instead, contact this office by phone or in writing. The views expressed in this message may not necessarily reflect those of the Town of Highland Beach. Page 33 Regulatory Division South Branch Palm Beach Gardens Section SAJ-2021-02182 (NW/GP-PRC) Jerry Wolff 1005 Russell Dr Highland Beach, Fl 33487 Sent via email: kathyc@unlimitedps.net Dear Mr. Wolff: The U.S. Army Corps of Engineers (Corps) has completed the review of your application for a Department of the Army permit, which the Corps received on July 8, 2021. Your application was assigned file number SAJ-2021-02182 (NW/GP-PRC). A review of the information and drawings provided indicates that the proposed work would result in the repair of 300 linear feet of seawall cap, removal of the existing dock and construction of a 125’ x 4’, 2-slip, multifamily marginal wood dock. The activities subject to this permit are authorized pursuant to authorities under Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. § 403). The project is located in a residential canal at 1005 Russell Dr, in Section 4, Township 47 South, Range 43 East, Highland Beach, Palm Beach County, Florida (26.395694, -80.069655). The aspect of your project involving the seawall cap, as depicted on the attached drawings, is authorized by Nationwide Permit 13 (NWP-13), Shoreline Stabilization, which became effective on March 19, 2017 (82 FR 1860, January 6, 2017). This verification is valid until March 18, 2022.. In order for this NWP authorization to be valid, you must ensure that the work is performed in accordance with the Nationwide Permit General Conditions, the Jacksonville District Regional Conditions, and the General and Project-Specific Special Conditions listed below. Furthermore, if you commence or are under contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will have 12 months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this NWP. Alternatively, you can access the U.S. Army Corps of Engineers' (Corps) Jacksonville District's Regulatory Source Book web page for links to view Nationwide Permit information at: https://www.saj.usace.army.mil/Missions/Regulatory/Source-Book/ . Please be aware this Internet address is case sensitive and should be entered as it appears above. Once there you will need to select “Source Book”; and, then select “Nationwide Permits.” DEPARTMENT OF THE ARMY CORPS OF ENGINEERS, JACKSONVILLE DISTRICT 4400 PGA BOULEVARD, SUITE 500 PALM BEACH GARDENS, FLORIDA 33410 December 2, 2021 Page 34 These files contain the description of the Nationwide Permit authorization, the Nationwide Permit general conditions, and the regional conditions, which apply specifically to this NWP verification. The aspect of your project involving the removal of an existing dock and the construction of a 125’ x 4’ dock, as depicted on the attached drawings, as depicted on the attached drawings, is authorized by Regional General Permit (RGP) SAJ-33 and its subsequent modifications, if applicable. This RGP authorization is valid until March 27, 2023. Please access the Corps' Jacksonville District Regulatory Division Source Book webpage to view the special and general conditions for SAJ-33, which apply specifically to this authorization. The Internet URL address is: http://www.saj.usace.army.mil/Missions/Regulatory.aspx. Please be aware this Internet address is case sensitive; and, you will need to enter it exactly as it appears above. Once there select “Source Book”; and, then select “General Permits.” Then you will need to select the specific SAJ permit noted above. You must comply with ALL the NWP and RGP general, special, and/or regional Conditions, attached and/or incorporated by reference, and the Project Specific Special Conditions and General Conditions, listed below, or you may be subject to enforcement action. Project Specific Special Conditions: The following project specific special conditions are included with this verification: 1. Reporting Addresses: The Permittee shall submit all reports, notifications, documentation and correspondence required by the general and special conditions of this permit to either (not both) of the following addresses: a. For electronic mail (preferred): SAJ-RD-Enforcement@usace.army.mil (not to exceed 15 MB). b. For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Special Projects and Enforcement Branch, 4400 PGA Boulevard, Suite 500, Palm Beach Gardens, Florida 33410. The Permittee shall reference this DA permit number, SAJ-2021-02182(NW/GP-PRC), on all submittals. 2. Commencement Notification: Within 10 days from the date of initiating the work authorized by this permit the Permittee shall submit a completed Commencement Notification form (Attachment). Page 35 3. Cultural Resources/Historic Properties: a. No structure or work shall adversely affect impact or disturb properties listed in the National Register of Historic Places (NRHP) or those eligible for inclusion in the NRHP. b. If during the ground disturbing activities and construction work within the permit area, there are archaeological/cultural materials encountered which were not the subject of a previous cultural resources assessment survey (and which shall include, but not be limited to: pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or metal implements, dugout canoes, evidence of structures 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 and ground-disturbing activities within a 100-meter diameter of the discovery and notify the Corps within the same business day (8 hours). The Corps shall then notify the Florida State Historic Preservation Officer (SHPO) and the appropriate Tribal Historic Preservation Officer(s) (THPO(s)) to assess the significance of the discovery and devise appropriate actions. c. Additional cultural resources assessments may be required of the permit area in the case of unanticipated discoveries as referenced in accordance with the above Special Condition; and if deemed necessary by the SHPO, THPO(s), or Corps, in accordance with 36 CFR 800 or 33 CFR 325, Appendix C (5). 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 CFR Part 325.7. Such activity shall not resume on non-federal lands without written authorization from the SHPO for finds under his or her jurisdiction, and from the Corps. d. In the unlikely event that unmarked human remains are identified on nonfederal lands, they will be treated in accordance with Section 872.05 Florida Statutes. All work and ground disturbing activities within a 100-meter diameter of the unmarked human remains shall immediately cease and the Permittee shall immediately notify the medical examiner, Corps, and State Archaeologist within the same business day (8-hours). The Corps shall then notify the appropriate SHPO and THPO(s). 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 CFR Part 325.7. Such activity shall not resume without written authorization from the State Archaeologist and from the Corps. 4. Assurance of Navigation and Maintenance: 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 Page 36 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. 5. Consent to Easement: A portion of the authorized work may be located within the Federal right-of-way for the Intracoastal Waterway and would require a Department of the Army Consent to Easement. By copy of this permit, the proposal is being forwarded to the Corps’ Real Estate Division for action on the Consent to Easement. Failure to obtain the Consent to Easement or waiver invalidates this authorization. The Real Estate Division is responsible for issuing the Consent to Easement. Contact with Real Estate for questions or status updates can done at Post Office Box 4970, Jacksonville, Florida 32232-0019 or by telephone at 904-570-4514. 6. Federal Channel Setback: The most waterward edge of the authorized project shall be constructed approximately 85.06 feet from the near edge of the federal channel. 7. Notice of Permit: The Permittee shall complete and record the “Notice of Department of the Army Authorization” form (Attachment) with the Clerk of the Circuit Court, Registrar of Deeds or other appropriate official charged with the responsibility of maintaining records of title to or interest in real property within the county of the authorized activity. Within 90 days from the effective date of this permit, the Permittee shall provide a copy of the recorded Notice of Permit to the Corps clearly showing a stamp from the appropriate official indicating the book and page at which the Notice of Permit is recorded and the date of recording. 8. As-Built with X-Y Coordinates: Within 60 days of completion of the authorized work, the Permittee shall submit as-built drawings of the authorized work and a completed As-Built Certification Form (Attachment) to the Corps. The drawings shall be signed and sealed by a surveyor licensed under Florida Statute 472 and include the following: a. A plan view drawing of the location of the authorized work footprint (as shown on the permit drawings) on 8½-inch by 11-inch paper. The drawings shall include the X & Y State Plane coordination points of the most waterward point of the structure and a point at the mean high water line (MHWL) or the of the bulkhead/seawall, if present. The drawings shall include: the dimensions of the structure, depth of water (at mean low water) at the waterward end of the structure, and the distance from the waterward end of the structure to the near bottom edge of the channel. Page 37 b. Listing of any deviations between the work authorized by this permit and the work as constructed. In the event the completed work deviates, in any manner, from the authorized work, describe on the As-Built Certification Form the deviations between the work authorized by this permit and the work as constructed. Clearly indicate on the as-built drawings any deviations that have been listed. Please note the depiction and/or description of any deviations on the drawings and/or As-Built Certification Form does not constitute approval of any deviations by the U.S. Army Corps of Engineers. c. Placement of the Department of the Army Permit number on all sheets submitted. 9. Project Design Criteria (PDCs) for In-Water Activities: The Permittee shall comply with National Marine Fisheries Service’s “PDCs for In-Water Activities” dated November 20, 2017 (Attachment). 10. Daylight Hours: All activities must be completed during daylight hours. 11. Construction Location: Project construction shall take place from floating equipment (e.g., barge) or over-water structure; prop or wheel-washing is prohibited. 12. Manatee Conditions: The Permittee shall comply with the “Standard Manatee Conditions for In-Water Work – 2011” (Attachment). General Conditions (33 CFR PART 320-330): 1. The time limit for completing the work authorized ends on March 18, 2022. 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 of if the site is eligible for listing in the National Register of Historic Places. Page 38 4. If you sell the property associated with this permit you must obtain the signature of the new owner on the transfer form attached to this letter and forward a copy 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. For your convenience, a copy of the certification is attached if it contains such conditions. 6. You must allow a representative 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. This letter of authorization does not include conditions that would prevent the ‘take’ of a state-listed fish or wildlife species. These species are protected under sec. 379.411, Florida Statutes, and listed under Rule 68A-27, Florida Administrative Code. With regard to fish and wildlife species designated as species of special concern or threatened by the State of Florida, you are responsible for coordinating directly with the Florida Fish and Wildlife Conservation Commission (FWC). You can visit the FWC license and permitting webpage (http://www.myfwc.com/license/wildlife/) for more information, including a list of those fish and wildlife species designated as species of special concern or threatened. The Florida Natural Areas Inventory (http://www.fnai.org/) also maintains updated lists, by county, of documented occurrences of those species. This letter of authorization does not give absolute Federal authority to perform the work as specified on your application. The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program. You should contact your local office that issues building permits to determine if your site is located in a flood-prone area, and if you must comply with the local building requirements mandated by the National Flood Insurance Program. This letter of authorization does not preclude the necessity to obtain any other Federal, State, or local permits, which may be required. Thank you for your cooperation with our permit program. The Corps’ Jacksonville District Regulatory Division is committed to improving service to our customers. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite you to complete our automated Customer Service Survey at https://regulatory.ops.usace.army.mil/customer-service-survey/. Please be aware this Internet address is case sensitive; and, you will need to enter it exactly as it appears above. Your input is appreciated – favorable or otherwise. Page 39 Should you have any questions related to this verification letter or have issues accessing the documents reference in this letter, please contact Patricia Clune at the letterhead address above, or via e-mail at Patricia.R.Clune@usace.army.mil. Sincerely, Patricia Clune Project Manager Enclosures: Commencement Notification Form As-Built Certification Form Manatee Conditions NMFS PDCs Notice of Permit Page 40 NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: File Number: SAJ-2021-02182 Date: 12/02/2021 Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A PROFFERED PERMIT (Standard Permit or Letter of permission) B PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at http://www.usace.army.mil/CECW/Pages/reg_materials.aspx or Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. Page 41 SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the appeal process you may contact: Enter PM Contact Information If you only have questions regarding the appeal process you may also contact: Phillip Shannin Administrative Appeals Review Officer USACE – South Atlantic Division 60 Forsyth Street SW, Room 10M15 Atlanta, Georgia 30303-8801 Phone: (404) 562-51377 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. _______________________________ Signature of appellant or agent. Date: Telephone number: Page 42 DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST DA PERMIT NUMBER: SAJ-2021-02182 (NW/GP-PRC) 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 Section, Post Office Box 4970, Jacksonville, FL 32232-0019 or submit via electronic mail to: SAJ-RD-Enforcement@usace.army.mil (not to exceed 15 MB). ___________________________________ ___________________________ (TRANSFEREE-SIGNATURE) (SUBDIVISION) ___________________________________ _________ ____________ (DATE) (LOT) (BLOCK) __________________________ ___________________________________ (STREET ADDRESS) (NAME-PRINTED) ___________________________________ ___________________________________ (MAILING ADDRESS) ___________________________________ (CITY, STATE, ZIP CODE) Page 43 111'-1" Existing 123' x 3.5' (430sf) wood dock and wood piles to be removed 76'-6" 112'-2" Existing wood deck to be removed Existing cap to be removed; seawall and piles to remain Sheet 1 of 6 Project: Proposed Dock / Seawall Repair Jerry Wolff 1005 Rusell Drive Highland Beach, Florida 33487 MARK E. WEBER, P.E. LICENSE #53895 | CA 30702 MW ENGINEERING, INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 WWW.MwEngineering.net B&M MARINE CONSTRUCTION INC 1211 South Military Trail, Suite 200 Deerfield Beach, Florida 33442 (954) 421-1700 PREPARED FOR: See attached survey supplied by owner for exact property information. C A N A L (150' R/W) Location Map Existing Site Plan Scale: 1" = 20' IN T R A C O A S T A L W A T E R W A Y Page 44 125' Existing seawall and piles to remain Existing wetface 4' 3'76'-6" 112'-2" 111'-1" 300' of 36" x 18" cap overpour 125' x 4' (500sf) wood dock on (14) 10"Ø wood piles 7' from property line 6' from wetface 111'-7"17' 9'-5" 13' 17' x 13' (199sf) upland deck Sheet 2 of 6 MARK E. WEBER, P.E. LICENSE #53895 | CA 30702 MW ENGINEERING, INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 WWW.MwEngineering.net B&M MARINE CONSTRUCTION INC 1211 South Military Trail,Suite 200 Deerfield Beach, Florida 33442 (954) 421-1700 PREPARED FOR:Project: Proposed Dock / Seawall Repair Jerry Wolff 1005 Rusell Drive Highland Beach, Florida 33487 See attached survey supplied by owner for exact property information. C A N A L (150' R/W) Location Map Proposed Site Plan Scale: 1" = 20' IN T R A C O A S T A L W A T E R W A Y Page 45 125' Existing seawall and piles to remain Existing wetface See framing plan 4' 3' 76'-6" 112'-2" 111'-1" Overall Plan View Scale 1"= 20'-0" 300' of 36" x 18" cap overpour 3" (typ.) Existing wetface Existing seawall and cap to remain Existing concrete batter piles to remain (6) #5 bars continuous #3 stirrups @ 16" on center Cap Steel Detail Scale: 1/2" = 1'-0" 36" 24" 18" MLW -1.9' NAVD MHW +0.3' NAVD Existing berm to remain Existing concrete batter piles to remainSeawall Section Scale 1/4"= 1'-0" 3' Existing wetface Existing seawall and cap to remain 300' of 36" wide x 18" concrete cap 2' P r o p e r t y L i n e 1'-6" Sheet 3 of 6 MARK E. WEBER, P.E. LICENSE #53895 | CA 30702 MW ENGINEERING, INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 WWW.MwEngineering.net B&M MARINE CONSTRUCTION INC 1211 South Military Trail,Suite 200 Deerfield Beach, Florida 33442 (954) 421-1700 PREPARED FOR:Project: Proposed Dock / Seawall Repair Jerry Wolff 1005 Rusell Drive Highland Beach, Florida 33487 Page 46 125' Existing seawall and piles to remain 300' of 36" x 18" cap overpour Existing wetface 4' 3' 4' 6' from wetface 7' from property line51 3 4 679 Overall Plan View Scale 1"= 10'-0" 7' from property line 6' from wetface 111'-7"17' 9'-5" 13' See framing plan and section @ sheet "5 of 6" DOCK NOTE IDENTIFICATION: 1.New 10"Ø wood piles 2.Not used 3.4" x 10" hanger to cap with (1) 5/8" wedge anchor, min. 4" embedment 4.2" x 8" substringer with (2) 5/8" thru bolt or lag bolt @ piles and hangers 5.(2) 2" x 8" stringers @ pilings with (1) 5/8" thru bolt or lag bolt to piles 6.2" x 8" stringers w/ (2) 16d nails to each substringer; @ 16"o.c. for azek deckboards or 24"o.c.. for pressure treated wood deckboards 7.5/4" x 6" Tan deck "HDPE" with (2) #8 x 3" deck screws per stringer 8.2" x 8" fascia board 9.2" x 4" wood trim 10.2x4 continuous sleepers with 1 2"Ø wedge anchors @ 36" o.c. into new seawall cap, minimum embedment = 4" 11.4x4 posts set in 18"Ø x 24" deep earth formed with redi mix type concrete 12.2" x 6" joists with (1) 5/8" thru bolt or lag bolt @ 4x4 posts 3' Dock Section Scale 1/4"= 1'-0" 4' 4' 9 5 3 76 1 6' from wetface 4 7' from property line MLW -1.9' NAVD MHW +0.3' NAVD Existing berm to remain Existing concrete batter piles to remain 1'-6" Existing wetface Existing seawall and cap to remain 2' P r o p e r t y L i n e 7' 1x2 strip boards 300' of 36" wide x 18" concrete cap Sheet 4 of 6 MARK E. WEBER, P.E. LICENSE #53895 | CA 30702 MW ENGINEERING, INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 WWW.MwEngineering.net B&M MARINE CONSTRUCTION INC 1211 South Military Trail,Suite 200 Deerfield Beach, Florida 33442 (954) 421-1700 PREPARED FOR:Project: Proposed Dock / Seawall Repair Jerry Wolff 1005 Rusell Drive Highland Beach, Florida 33487 Page 47 DOCK NOTE IDENTIFICATION: 1.New 10"Ø wood piles 2.Not used 3.4" x 10" hanger to cap with (1) 5/8" wedge anchor, min. 4" embedment 4.2" x 8" substringer with (2) 5/8" thru bolt or lag bolt @ piles and hangers 5.(2) 2" x 8" stringers @ pilings with (1) 5/8" thru bolt or lag bolt to piles 6.2" x 8" stringers w/ (2) 16d nails to each substringer; @ 16"o.c. for azek deckboards or 24"o.c.. for pressure treated wood deckboards 7.5/4" x 6" Tan deck "HDPE" with (2) #8 x 3" deck screws per stringer 8.2" x 8" fascia board 9.2" x 4" wood trim 10.2x4 continuous sleepers with 1 2"Ø wedge anchors @ 36" o.c. into new seawall cap, minimum embedment = 4" 11.4x4 posts set in 18"Ø x 24" deep earth formed with redi mix type concrete 12.2" x 6" joists with (1) 5/8" thru bolt or lag bolt @ 4x4 posts 3' Deck Section Scale 1/4"= 1'-0" 4' 4' 9 5 3 76 1 6' from wetface 4 7' from property line MLW -1.9' NAVD MHW +0.3' NAVD Existing berm to remain Existing concrete batter piles to remain Existing wetface Existing seawall and cap to remain 2' P r o p e r t y L i n e 7' 1x2 strip boards 300' of 36" wide x 18" concrete cap 6'-5" 11 9'-5" 4"7 10 12 Grade 17' 13' Deck Framing Paln Scale 1/4"= 1'-0" 10 9'-5" 1112 Sheet 5 of 6 MARK E. WEBER, P.E. LICENSE #53895 | CA 30702 MW ENGINEERING, INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 WWW.MwEngineering.net B&M MARINE CONSTRUCTION INC 1211 South Military Trail,Suite 200 Deerfield Beach, Florida 33442 (954) 421-1700 PREPARED FOR:Project: Proposed Dock / Seawall Repair Jerry Wolff 1005 Rusell Drive Highland Beach, Florida 33487 Page 48 WOOD DOCK NOTES: 1.All materials to be pressure treated pine unless otherwise noted. 2.All frame work materials to be Southern Pine Grade #1 3.All Decking materials to be grade #1 unless otherwise noted. 4.All hardware to be Stainless Steel or Galvanized unless otherwise noted. PILE NOTES: 1.Wood piles to be 2.5 lb. CCA treated in accordance with AWPA standard C18. 2.Wood piles shall be a minimum diameter of 10", Miami Dade County requires minimum diameter of 12". 3.Concrete piles shall attain 6000 psi compressive strength in 28 days. 4.Concrete piles shall be reinforced with four - 7 16"Ø lo-lax strands, 270 kips, and 5 ga. spiral ties. 5.Concrete piles shall be 12"x12" square, minimum length of 20'. 6.Concrete piles shall be cut to leave strands exposed a min. of 18" and tied to dock or cap steel or drill and epoxy (2) #5 8"x12" hook bars 6" into pile. PILE DRIVING: 1.Piles shall be driven using an approved cushion block consisting of material so arranged so as to provide the transmission of hammer energy. 2.Piles shall be driven to required capacity (min. 10 tons) a minimum of 8' into berm or refusal. 3.Piles shall be driven with a drop hammer or gravity hammer provided the hammer shall weight no less than 3,000 pounds, and the fall of the hammer shall not exceed 6'. 4.Piles shall be driven with a variation of not more than 1 4 inch per foot from the vertical, or from the batter line indicated, with a maximum variation of the head of the pile from the position shown on the plans of not more than three inches. 5.Where piling must penetrate strata offering high resistance to driving, the structural engineer of record or special inspector may require that the piles be set in pre-drilled or punched holes. The piles shall reach their final penetration by driving. GENERAL NOTES: 1.Construction to follow the Florida Building Code 7th Edition (2020) and amendments as applicable and all Local, State and Federal Laws. 2.Licensed contractor shall verify the existing conditions prior to the commencement of the work. Any conflicts or omissions between existing conditions or the various elements of the working drawing shall be brought to the attention of the Engineer prior to the commencement of the work. The Licensed Contractor and all subcontractors are responsible for all lines, elevations, and measurements in connection with their work. 3.Do not scale drawings for dimensions. 4.Any deviation and/or substitution from the information provided herein shall be submitted to the Engineer for approval prior to commencement of work. 5.All unanticipated or unforeseen demolition and/or new construction conditions which require deviation from the plans and notes herein shall be reported to the Engineer prior to commencement of work. 6.All new work and/or materials shall conform to all requirements of each administrative body having jurisdiction in each appertaining circumstance. 7.All new materials and/or patchwork shall be provided to match existing materials and/or adjoining work where practical except as specifically noted herein. 8.Licensed Contractor to shall use all possible care to protect all existing materials, surfaces, and furnishings from damage during all phases of construction. 9.Licensed Contractor to verify location of existing utilities prior to commencing work. 10.The Licensed contractor to install and remove all shoring and bracing as required for the proper execution of the work. 11.Licensed Contractor to obtain all permits as necessary from all Local, State, and Federal agencies. 12.Turbidity barriers to be marked with site contractor's company name using permanent markings no smaller than 3 inches in height on the top of the barrier. CONCRETE NOTES: 1.Concrete shall conform to ACI 318-14 and shall be regular weight, sulfate resistant, with a design strength of 5000 psi at 28 days with a maximum water-cementitious materials ratio, by weight aggregate concrete of 0.40. 2.Owner shall employ and pay for testing services from an independent testing laboratory for concrete sampling and testing in accordance with ASTM. 3.Licensed contractor is responsible for the adequacy of forms and shoring and for safe practice in their use and removal. 4.Concrete cover shall be 3" unless otherwise noted on the approved drawings. 5.Reinforcing steel shall be in conformance with the latest version of ASTM A615 Grade 60 specifications. All reinforcement shall be placed in accordance with ACI 315 and ACI Manual of Standard Practice. 6.Splices in reinforcing bars shall be not be less than 48 bar diameters and reinforcing shall be continuous around all corners and changes in direction. Continuity shall be provided at corners or changes in direction by bending the longitudinal steel around the corner 48 bar diameters. 7.Defective, cracked or loose concrete areas must be cut out, the rebar must be cleaned, coated with zinc and repaired with at least 3" of expoxy-concrete mix or gunnite concrete with sulfate-resistant cement. Sheet 6 of 6 MARK E. WEBER, P.E. LICENSE #53895 | CA 30702 MW ENGINEERING, INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 WWW.MwEngineering.net B&M MARINE CONSTRUCTION INC 1211 South Military Trail,Suite 200 Deerfield Beach, Florida 33442 (954) 421-1700 PREPARED FOR:Project: Proposed Dock / Seawall Repair Jerry Wolff 1005 Rusell Drive Highland Beach, Florida 33487 Page 49 U.S. Army Corps of Engineers Jacksonville District's Programmatic Biological Opinion (JaxBO) Project Design Criteria (PDCs) for In-Water Activities November 20, 2017 1) (AP.7.) Education and Observation: The permittee must ensure that all personnel associated with the project are instructed about the potential presence of species protected under the ESA and the Marine Mammal Protection Act (MMPA). All on-site project personnel are responsible for observing water-related activities for the presence of protected species. All personnel shall be advised that there are civil and criminal penalties for harming, harassing, or killing ESA-listed species or marine mammals. To determine which species may be found in the project area, please review the relevant Protected Species List at: http://sero.nmfs.noaa.gov/protected_resources/section_7/threatened_endangered/in dex.html 2) (AP.8.) Reporting of interactions with protected species: a) Any collision(s) with and/or injury to any sea turtle, sawfish, whale, or sturgeon occurring during the construction of a project, shall be reported immediately to NMFS’s Protected Resources Division (PRD) at (1-727-824-5312) or by email to takereport.nmfsser@noaa.gov and SAJ-RD-Enforcement@usace.army.mil. b) Smalltooth sawfish: Report sightings to 1-844-SAWFISH or email Sawfish@MyFWC.com c) Sturgeon: Report dead sturgeon to 1-844-STURG 911 (1-844-788-7491) or email nmfs.ser.sturgeonnetwork@noaa.gov d) Sea turtles and marine mammals: Report stranded, injured, or dead animals to 1- 877-WHALE HELP (1-877-942-5343). e) North Atlantic right whale: Report injured, dead, or entangled right whales to the USCG via VHF Channel 16. 3) (AP.9.) Vessel Traffic and Construction Equipment: All vessel operators must watch for and avoid collision with species protected under the ESA and MMPA. Vessel operators must avoid potential interactions with protected species and operate in accordance with the following protective measures: a) Construction Equipment: i) All vessels associated with the construction project shall operate at “Idle Speed/No Wake” at all times while operating in water depths where the draft of the vessel provides less than a 4-foot (ft) clearance from the bottom, and in all depths after a protected species has been observed in and has departed the area. ii) All vessels will follow marked channels and/or routes using the maximum water depth whenever possible. iii) Operation of any mechanical construction equipment, including vessels, shall cease immediately if a listed species is observed within a 50-ft radius of Page 50 construction equipment and shall not resume until the species has departed the area of its own volition. iv) If the detection of species is not possible during certain weather conditions (e.g., fog, rain, wind), then in-water operations will cease until weather conditions improve and detection is again feasible. b) All Vessels: i) Sea turtles: Maintain a minimum distance of 150 ft. ii) North Atlantic right whale: Maintain a minimum 1,500-ft distance (500 yards). iii) Vessels 65 ft in length or longer must comply with the Right Whale Ship Strike Reduction Rule (50 CFR 224.105) which includes reducing speeds to 10 knots or less in Seasonal Management Areas (http://www.fisheries.noaa.gov/pr/shipstrike/). iv) Mariners shall check various communication media for general information regarding avoiding ship strikes and specific information regarding right whale sightings in the area. These include NOAA weather radio, USCG NAVTEX broadcasts, and Notices to Mariners. v) Marine mammals (i.e., dolphins, whales [other than North Atlantic right whales], and porpoises): Maintain a minimum distance of 300 ft. vi) When these animals are sighted while the vessel is underway (e.g., bow- riding), attempt to remain parallel to the animal’s course. Avoid excessive speed or abrupt changes in direction until they have left the area. vii) Reduce speed to 10 knots or less when mother/calf pairs or groups of marine mammals are observed, when safety permits. 4) (AP.10.) Turbidity Control Measures during Construction: Turbidity must be monitored and controlled. Prior to initiating any of the work covered under this Opinion, the Permittee shall install turbidity curtains as described below. In some instances, the use of turbidity curtains may be waived by the USACE project manager if the project is deemed too minimal to generate turbidity (e.g., certain ATON installation, scientific survey device placement, marine debris removal) or if the current is too strong for the curtains to stay in place. Turbidity curtains specifications: a) Install floating turbidity barriers with weighted skirts that extend to within 1 ft of the bottom around all work areas that are in, or adjacent to, surface waters. b) Use these turbidity barriers throughout construction to control erosion and siltation and ensure that turbidity levels within the project area do not exceed background conditions. c) Position turbidity barriers in a way that does not block species’ entry to or exit from designated critical habitat. d) Monitor and maintain turbidity barriers in place until the authorized work has been completed and the water quality in the project area has returned to background conditions. e) In the range of ESA-listed corals (St. Lucie Inlet, Martin County south to the Dry Tortugas and the U.S. Caribbean) and Johnson’s seagrass (Turkey Creek/Palm Page 51 Bay south to central Biscayne Bay in the lagoon systems on the east coast of Florida): i) Projects that include upland earth moving (e.g., grading to install a building or parking lot associated with a dock and seawall project), must install sediment control barriers to prevent any upland sediments from reaching estuarine or marine waters. ii) The turbidity curtain requirement cannot be waived for any project that moves or removes sediment (e.g., dredging, auger to create a pile, trenching to install a cableline). If turbidity curtains are not feasible in an area based on site conditions such as water current, high wave action, or stormy conditions, the project must undergo individual Section 7 consultation and is not covered under this Programmatic Opinion. 5) (AP.11.) Entanglement: All turbidity curtains and other in-water equipment must be properly secured with materials that reduce the risk of entanglement of marine species (described below). Turbidity curtains likewise must be made of materials that reduce the risk of entanglement of marine species. a) In-water lines (rope, chain, and cable, including the lines to secure turbidity curtains) must be stiff, taut, and non-looping. Examples of such lines are heavy metal chains or heavy cables that do not readily loop and tangle. Flexible in- water lines, such as nylon rope or any lines that could loop or tangle, must be enclosed in a plastic or rubber sleeve/tube to add rigidity and prevent the line from looping and tangling. In all instances, no excess line is allowed in the water. b) Turbidity curtains and other in-water equipment must be placed in a manner that does not entrap species within the construction area or block access for them to navigate around the construction area. Page 52 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 Florida Fish and Wildlife Conservation Commission (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 FWC must be used. One sign which reads Caution: Boaters must be posted. A second sign measuring at least 8 ½” 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. These signs can be viewed at MyFWC.com/manatee. Questions concerning these signs can be sent to the email address listed above. Page 53 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 DOWN Report any collision with or injury to a manatee: Wildlife Alert: 1-888-404-FWCC (3922) cell * FWC or #FWC Page 54 AS -BUILT CERTIFICATION BY PROFESSIONAL ENGINEER Submit this form and one set of as-built engineering drawings to the U.S. Army Corps of Engineers, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232-0019. For electronic mail saj-rd-enforcement@usace.army.mil (not to exceed 15 MB). If you have questions regarding this requirement, please contact the Enforcement Branch at 904-232-3697. 1. Department of the Army Permit Number: SAJ- - ( - ) 2. Permittee Information: Name: _____________________________________________ Address: _____________________________________________ _____________________________________________ 3. Project Site Identification (physical location/address): ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ 4. As-Built Certification: I hereby certify that the authorized work, including any mitigation required by Special Conditions to the permit, has been accomplished in accordance with the Department of the Army permit with any deviations noted below. This determination is based upon on-site observation, scheduled, and conducted by me or by a project representative under my direct supervision. I have enclosed one set of as-built engineering drawings. ________________________________ _______________________________________ Signature of Engineer Name (Please type) ________________________________ _______________________________________ (FL, PR, or VI) Reg. Number Company Name ________________________________ _____________________ ____________ City State ZIP (Affix Seal) ___________________________________ _______________________________________ Date Telephone Number Page 55 -2- Date Work Started:____________________ Date Work Completed:______________________ Identify any deviations from the approved permit drawings and/or special conditions (attach additional pages if necessary): ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ Page 56 Dated 9/18/2019 COMMENCEMENT NOTIFICATION Within 10 days of initiating the authorized work, submit this form via electronic mail to saj- rd-enforcement@usace.army.mil (preferred, not to exceed 15 MB) or by standard mail to U.S. Army Corps of Engineers, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232-0019. 1. Department of the Army Permit Number: SAJ- - ( - ) 2. Permittee Information: Name: __________________________________________ Email: __________________________________________ Address: __________________________________________ __________________________________________ Phone: __________________________________________ 3. Construction Start Date: ______________________ 4. Contact to Schedule Inspection: Name: __________________________________________ Email: __________________________________________ Phone: __________________________________________ ______________________________ Signature of Permittee ______________________________ Printed Name of Permittee ______________________________ Date Page 57 Prepared by: Permittee: ____________________________ Address: _____________________________ _____________________________________ Phone:_______________________________ NOTICE OF DEPARTMENT OF THE ARMY AUTHORIZATION TAKE NOTICE the United States Army Corps of Engineers (Corps) has issued a permit or verification SAJ- - to (Permittee) on , , authorizing work in navigable waters of the United States in accordance with Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C 403) on a parcel of land known as Folio/Parcel ID: _______________________________________________________ located at address, in Section , Township south or north, Range east or west, City, county name County, Florida. Within 30 days of any transfer of interest or control of said property, the Permittee must notify the Corps in writing of the property transfer by submitting the completed permit transfer page included with the issued permit or verification. The subject permit or verification concerns only that portion of the property determined to fall within the jurisdiction of the Corps and this notice is applicable only to those portions of the subject property in, over, under, or affecting navigable waters of the United States. Conditions of the Permit/Verification: The permit or verification is subject to General Conditions and Special Conditions which may affect the use of the work authorized in name of waterbody. Accordingly, interested parties should closely examine the entire permit or verification, all associated applications, and any subsequent modifications. To obtain a copy of the authorization in its entirety submit a written request to: U.S. Army Corps of Engineers Regulatory Division - Special Projects & Enforcement Branch Post Office Box 4970 Jacksonville, Florida 32232-0019 Questions regarding compliance with these conditions should be directed to: U.S. Army Corps of Engineers Enforcement Section Post Office Box 4970 Jacksonville, Florida 32232-0019 Conflict Between Notice and Permit This Notice of Authorization is not a complete summary of the issued permit or verification. Provisions in this Notice of Permit shall not be used in interpreting the permit or verification provisions. In the event of conflict between this Notice of Permit and the permit or verification, the permit or verification shall control. Page 58 This Notice is Not an Encumbrance This Notice is for informational purposes only. It is not intended to be a lien, encumbrance, or cloud on the title of the premises. Release This Notice may not be released or removed from the public records without the prior written consent of the Corps. This Notice of Authorization is executed on this ________ day of _____________________, _______. This document is being submitted for recordation in the Public Records of County, Florida as part of the requirement imposed by the authorization SAJ- - issued by Corps. Permittee: _____________________________________ Address: _____________________________________ _____________________________________ Phone:________________________________ STATE OF FLORIDA COUNTY OF _____________ The foregoing instrument was acknowledged before me this ________day of __________________, 20____, by _________________, who is personally known to me or has produced __________________________ as identification. ________________________________ ___ Notary Public (seal) ___________________________________ Print My Commission Expires____________ Page 59 Page 60 Page 61 Page 62 Page 63 Page 64 Page 65 Page 66 Page 67 Page 68 PUBLIC NOTICE APPLICATION NO. 21-0015 500 Ft Public Notification Boundary September 13, 2022 Dear Property Owner: This is to notify you that the PLANNING BOARD of the Town of Highland Beach will conduct a public hearing on Wednesday, October 13, 2022 at 9:30 AM in the Commission Chambers at Town Hall, 3614 South Ocean Boulevard, Highland Beach, Florida to consider the following application. APPLICATION BY WILLIAM R. THOMAS, UNLIMITED PERMIT SERVICES INC., FOR A SPECIAL EXCEPTION APPROVAL TO INSTALL A 500 SQUARE FOOT DOCK FOR THE PROPERTY LOCATED AT 1005 RUSSELL DRIVE. The application is available for inspection in the Town Clerk’s Office at Town Hall, Monday through Friday during normal business hours of 8:30 a.m. to 4:30 p.m. Public participation will be in the form of in-person, Zoom, or telephone calls. Persons desiring to participate in the meeting must preregister by contacting the Town Clerk’s Office at the email address publiccomments@highlandbeach.us or by submitting a public comment to the Town of Highland Beach’s Agendas and Meetings webpage https://mmportal6.teammunicode.com//. At the top of the webpage, click on “Public Comments” complete the electronic form and click submit. The submitted comment will be read into the record during the corresponding portion of the meeting. All requests will be accepted up until 9:30 A.M. on Wednesday, October 12, 2022. Any person that decides to appeal any decision made by the Planning Board with respect to any matter considered at this meeting, such person will need to ensure that a verbatim record of the proceeding is made, which includes the testimony and evidence upon which the appeal is based. The Town of Highland Beach does not provide such a record. In accordance with the Americans with Disabilities Act, persons who need special accommodation to attend or participate in this meeting should contact the Town Clerk’s Office at (561) 278-4548 at least 48 hours prior to the meeting. If you are hearing or speech impaired, please contact the Florida Relay Service at 1-800-955-8770 or 1-800-955-8771. For additional information, please contact the Town Planner at (561) 278-4540. TOWN OF HIGHLAND BEACH, BUILDING DEPARTMENT Page 69 Sold To: Town of Highland Beach - CU00398185 3614 So. Ocean Blvd. Highland Beach,FL 33487 Bill To: Town of Highland Beach - CU00398185 3614 So. Ocean Blvd. Highland Beach,FL 33487 Published Daily Fort Lauderdale, Broward County, Florida Boca Raton, Palm Beach County, Florida Miami, Miami-Dade County, Florida State Of Florida County Of Orange Before the undersigned authority personally appeared Rose Williams, who on oath says that he or she is a duly authorized representative of the SUN- SENTINEL, a DAILY newspaper published in BROWARD/PALM BEACH/MIAMI-DADE County, Florida; that the attached copy of advertisement, being a Legal Notice in: The matter of 11745-Other Legal Notices , Was published in said newspaper by print in the issues of, or by publication on the newspaper¶s website, if authorized on Oct 01, 2022 Affiant further says that the newspaper complies with all legal requirements for publication in Chapter 50, Florida Statutes. Signature of Affiant Sworn to and subscribed before me this: October 03, 2022. Signature of Notary Public Name of Notary, Typed, Printed, or Stamped Personally Known (X) or Produced Identification ( ) Affidavit Delivery Method: E-Mail Affidavit Email Address: gthompson@highlandbeach.us 7292958 SUN-SENTINEL Page 70 Order # - 7292958 SUN-SENTINEL Page 71 SUN-SENTINEL Page 72