Exhibit_C.pdf

Foth

Exhibit C

U.S. Army Corps of Engineers Permit, SAJ-2017-00019

DEPARTMENT OF THE ARMY PERMIT

Permittee:

Palm Beach County Department of Environmental Resources Management Attn: Deborah Drum 2300 North Jog Rd., 4th floor West Palm Beach, FL 33411-27

Permit No: SAJ-2017-00019(SP-LCK)

Issuing Office: U.S. Army Engineer District, Jacksonville

NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the U.S. Army Corps of Engineers (Corps) having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer.

You are authorized to perform work in accordance with the terms and conditions specified below.

Project Description: The applicant proposes to modify the existing authorization to expand the beach fill template for Segment II (R-19 to R-26) waterward of the mean high-water line (MHWL). The revised project description is as follows:

The project proposes the discharge of fill material (approximately 1,413,000 cubic yards) along 4.9 miles of shoreline between R-13 to R-38 using a design template that includes a variable-width berm crest at an elevation of +8.0 feet NAVD. In Segments I through III the variable berm crest will be fronted by a 1V:50H turtle friendly berm. For Segments I and III the berm will extend to an elevation of +6.0 feet NAVD, for Segment II the berm will extend to an elevation of +7 feet NAVD. All berms will extend to the existing seabed at a slope of 1V:10H.

The project will reconstruct previously authorized dunes with variable-width crests and a maximum elevation of +12.5 feet NAVD and 1V:4H side slopes. The approved sand source includes two upland sand mines (Vulcan Materials Company Witherspoon Mine and the Steward Materials Fort Pierce Mine), and an offshore 477 acre borrow area.

Excavation of the borrow site would be completed by a hopper dredge and utilize submerged pipelines for pump-out to the shoreline. The work described above is to be completed in accordance with the 25 pages of drawings and 12 attachments affixed at the end of this permit instrument.

Project Location: The proposed project site is located along 4.9 miles of shoreline adjacent to the Atlantic Ocean from the Florida Department of Environmental Protection (FDEP) range monuments R-13 to R-38 (Section 05, Township 41 South, Range 43

PERMIT NUMBER: SAJ-2017-00019(SP-LCK)

PERMITTEE: Palm Beach County Department of Environmental Resources Management

East), in Palm Beach County, Florida. The offshore borrow area is situated approximately 1.6 miles offshore in Palm Beach County, spanning approximately 477 acres and extending between R-1 ad R-12.

Directions to site: Take I-95 North to Indiantown Road east exit. Continue east on Indiantown Road and take a left onto State Highway A1A and then take a right onto Beach Drive. Take a left where Beach Drive ends onto Ocean Trail Way until the road end (northern extent of beach fill).

Approximate Central Coordinates:

Fill Locations Latitude Longitude DNR Monuments Amount of fill (cubic yards)

Segment I (Jupiter/Carlin)

SAJ-1990-00902

26.94237º -80.07221º R-13 to R-19 600,000

Segment II 26.927558° -80.068160° R-19 to R-26 338,000 Segment III (Juno Beach)

(SAJ-1997-06559)

26.907177° -80.061859° R-26 to R-38 475,000

Borrow area 26.964297° -80.043880° Offshore of R-1 through R-12

Permit Conditions

General Conditions:

1. The time limit for completing the work authorized ends on October 9, 2030. If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached.

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.

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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 and the mailing address of the new owner in the space provided 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. For your convenience, a copy of the certification is attached if it contains such conditions.

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.

Special Conditions:

1. Reporting Address: Reporting Addresses: The Permittee shall ensure all reports, notifications, documentation, and correspondence required by the general or special conditions of this permit are submitted to the Corps at the following email address: saj-rd-enforcement@usace.army.mil. The Permittee shall reference this permit number, SAJ-2017-00019 (SP –LCK) and include the topic in the subject line of the email and on all submittals).

2. Posting of Permit: The Permittee shall have available and maintain for review a copy of this permit and approved plans at the construction site.

3. Notice of Permit: The Permittee shall complete and record the “Notice of Department of the Army Authorization” form (Attachment A) with the Clerk of the County 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. No later than 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 in the official records and the date of recording.

mailto:saj-rd-enforcement@usace.army.mil

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4. As-Built Certification: Within 60 days of completion of work, or cessation of work which will extend longer than one year within each phase, the Permittee shall submit as-built drawings of the authorized work within that phase and a completed “As-Built Certification By Professional Engineer” form (Attachment B) to the Corps. Upon expiration of the construction window identified in General Condition 1, the Permittee shall submit a final as-built drawing and certification for all phases. The as-built drawings for each phase and the final submittal shall be signed and sealed by a registered professional engineer and include the following:

a. A plan view drawing of the location of the authorized work footprint, as shown on the permit drawings, with an overlay of the work as constructed. The plan view drawing should show all existing water management structures and the completed structures, dredge/fill activities and wetland impacts.

b. A list of any deviations between the work authorized by this permit and the work as constructed. In the event that the completed work deviates, in any manner, from the authorized work, describe on the attached “As-Built Certification By Professional Engineer” 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 that the depiction and/or description of any deviations on the drawings and/or “As-Built Certification By Professional Engineer” form does not constitute approval of any deviations by the Corps.

c. Include the Department of the Army permit number on all sheets submitted.

5. 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 Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration.

6. Individual Section 408 Approval: It has been determined that the activities authorized do not impair the usefulness of the Jupiter/Carlin and Juno Beach and are not injurious to the public interest. The Permittee shall adhere to the conditions and limitations referenced in the Section 408 approval memo, 2024-0057 in Attachment C

Management of this permit. All documentation required in the Section 408 approval memo, shall be submitted either electronically by email at ENPermits.CESAJ@usace.army.mil or by standard mail at Post Office Box 4970, Jacksonville Florida 32232-0019. For all questions related to the Section 408 approval, contact the Corps, Jacksonville Engineering Division by telephone at 904-232-2757. Engineering Division is the appropriate authority to determine compliance with the terms and conditions of Section 408 approval.

7. Manatee Conditions: The Permittee shall comply with the “Standard Manatee Conditions for In-Water Work – 2011” (Attachment D).

8. No impacts to seagrass, mangroves, or coral/hardbottom habitat are authorized by this permit. The Permittee shall be held liable for any unauthorized impacts. For any impacts caused by the construction operation, the Corps may require restoration and mitigation activities.

9. The Permittee shall maintain a buffer no less than 400 feet between vessel movement, anchoring, and staging from hardbottom, worm reef, coral or coral reef habitats to avoid impacts to resources. Any anchoring or spudding must be over areas verified as softbottom habitat.

10. Dredging for borrow material is prohibited within 400 feet of hardbottom communities. The Permittee shall establish and maintain (during construction) a 400 foot buffer zone separating the authorized borrow area from the nearest hardbottom communities surrounding the borrow area. Any anchoring or spudding must be over areas verified as softbottom habitat.

11. Mean Grain Size and Silt content: The Permittee shall comply with and implement the attached approved Sediment Quality Control / Quality Assurance (QA/QC) Plan dated April 6, 2018 (Attachment E). The approved Sediment QA/QC Plan may be revised at any later date by written request of the Permittee and with the written approval of the Corps. If there is a request for modification of the permit subsequent to approval of the QA/QC Plan, the Corps may require revised or additional monitoring requirements as a condition of approval of the permit modification.

12. Statewide Programmatic Biological Opinion (SPBO): This permit does not authorize the Permittee to take an endangered species, in particular sea turtles. In order to legally take a listed species, the Permittee must have separate authorization under the Endangered Species Act (ESA) (e.g., an ESA Section 10 permit, or a BO under ESA Section 7, with “incidental take” provisions with which you must comply). The U.S.

Management

Fish and Wildlife Service (USFWS) SPBO contains mandatory terms and conditions to implement the reasonable and prudent measures that are associated with the incidental take statement set forth in the BO. Authorization under this permit is conditioned upon compliance with all of the mandatory terms and conditions and reasonable and prudent measures associated with the incidental take statement set forth in the enclosed BO, which are incorporated by reference in this permit. Failure to comply with the terms and conditions and reasonable and prudent measures associated with the incidental take statement set forth in the BO, would constitute noncompliance with this permit. In addition, failure to comply with the terms and conditions and reasonable and prudent measures associated with the incidental take statement set forth in the BO, where a take of a listed species occurs, would constitute an unauthorized take. The USFWS is the appropriate authority to determine compliance with the terms and conditions of its BO, and with the ESA.

13. Piping Plover Programmatic Biological Opinion (P3BO): This permit does not authorize the Permittee to take an endangered species, in particular piping plover. In order to legally take a listed species, the Permittee must have separate authorization under the Endangered Species Act (ESA) (e.g., an ESA Section 10 permit, or a BO under ESA Section 7, with “incidental take” provisions with which you must comply).

The U.S. Fish and Wildlife Service (USFWS) P3BO contains mandatory terms and conditions to implement the reasonable and prudent measures that are associated with the incidental take statement set forth in the BO. Authorization under this permit is conditioned upon compliance with all of the mandatory terms and conditions and reasonable and prudent measures associated with the incidental take statement set forth in the enclosed BO, which are incorporated by reference in this permit. Failure to comply with the terms and conditions and reasonable and prudent measures associated with the incidental take statement set forth in the BO, would constitute noncompliance with this permit. In addition, failure to comply with the terms and conditions and reasonable and prudent measures associated with the incidental take statement set forth in the BO, where a take of a listed species occurs, would constitute an unauthorized take. The USFWS is the appropriate authority to determine compliance with the terms and conditions of its BO, and with the ESA.

14. Piping Plover Survey: As it related to the survey guidelines defined in P3BO Conservation Measure #2, the FWS approved a reduction in the survey effort, and the following revised survey guidelines can be implemented by the Applicant:

• One preconstruction winter shorebird survey will be conducted within a 10-day timeframe beginning the first Friday in February, as outlined in the Florida Shorebird Alliance’s Winter Shorebird Survey

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(https://flshorebirdalliance.org/news/winter-survey/). If the February preconstruction survey is not possible, two preconstruction winter shorebird surveys will be conducted as close as possible to the February dates and at least 15 days apart and reported to the Florida Fish and Wildlife Conservation Commission and FWS. Preconstruction surveys will not be conducted between May 16 and July 14. If piping plovers are documented during the preconstruction survey, the FWS will be contacted for potential implementation of additional conservation measures prior to construction commencement.

• The person(s) conducting the surveys must demonstrate the qualifications and ability to identify shorebird species and be able to provide the information outlined in the Winter Shorebird Survey.

15. Reporting Requirements:

a. Commencement Notification: At least 45 days prior to the date of initiating the work authorized by this permit, the Permittee shall submit a completed “Commencement Notification” form (Attachment F) to SAJ-RD-saj-rd-enforcement@usace.army.mil and RD.SARBO.GRBO@usace.army.mil. Upon receipt of the notification email, the Corps will provide a list of the Corps primary points of contact for reporting species take/incidents. If the permit authorizes multiple work events, the Permittee must submit the SARBO Pre-Construction Notification 45 days prior to each event.

b. North Atlantic right whale: All observations of North Atlantic right whales observed while completing the authorized work be reported immediately. The process to report a North Atlantic right whale observation is outlined in the North Atlantic Right Whale Plan (SARBO Appendix F) and applies to all work covered under SARBO.

c. Take Reporting: All lethal and nonlethal take associated with a project covered under SARBO will be reported to the Corps’ Incidental Take Reporter by phone immediately upon discovery. The contact information for the Incidental Take Reporter shall be provided by the Corps upon receipt of the pre-construction notification.

i. Take occurring during hopper dredging will be reported using the ODESS digital application system at the time of the take. ODESS digital submission also includes submission of a copy of a paper record using the reporting form available on the ODESS website as well as photos of the take as defined under the 2020 SARBO Appendix H.

ii. Take occurring during relocation trawling will be reported using an Excel spreadsheet with columns matching the template provided on September 25, 2025 https://flshorebirdalliance.org/news/winter-survey/

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iii. Project details related to take will be reported by completing “SARBO Take Reporting” form (Attachment G) and sent to the following emails: RD.SARBO.GRBO@usace.army.mil

d. Relocation Trawling: At least 48 hours prior to the start of relocation trawling, notify the Corps by email to the Reporting Addresses Special Condition if the project will be using relocation trawling. The email should contain when trawling will begin, expected project length, and when it is complete.

e. Post-Construction Reporting: Within 30 days of completing the work authorized by this permit, the Permittee shall submit a completed “SARBO Post-Construction Notification” form (Attachment H) to the Reporting Addresses Special Condition.

16. South Atlantic Regional Biological Opinion: This permit does not authorize the Permittee to take an endangered species, in particular sea turtles, sturgeon, or any other endangered or threatened species under the purview of National Marine Fisheries Service (NMFS). In order to legally take a listed species, the Permittee must have separate authorization under the Endangered Species Act (ESA) (e.g., an ESA Section 10 permit, or a BO under ESA Section 7, with “incidental take” provisions with which you must comply). The NMFS South Atlantic Regional Biological Opinion (SARBO) contains mandatory terms and conditions to implement the reasonable and prudent measures that are associated with the incidental take statement set forth in the BO. The mandatory terms and conditions include adherence to the Project Design Criteria (PDC) applicable to the authorized project. Authorization under this permit is conditioned upon compliance with all of the mandatory terms and conditions and reasonable and prudent measures associated with the incidental take statement set forth in the enclosed BO, which are incorporated by reference in this permit. Failure to comply with the terms and conditions and reasonable and prudent measures associated with the incidental take statement set forth in the BO, would constitute noncompliance with this permit. In addition, failure to comply with the terms and conditions and reasonable and prudent measures associated with the incidental take statement set forth in the BO, where a take of a listed species occurs, would constitute an unauthorized take. The NMFS is the appropriate authority to determine compliance with the terms and conditions of its BO, and with the ESA.

The Permittee understands and agrees that, even where it is in full compliance with the terms and conditions of the SARBO ITS and this permit, incidental take by the Permittee or other hopper dredging operations within the area covered by the SARBO may result in suspension or modification of this permit by the Corps. The amount of incidental take that will trigger suspension, and the need for any such suspension, is a discretionary

Management decision that shall be determined by the Corps. The Permittee understands and agrees on behalf of itself, its agents, contractors, and other representatives, no claim, legal action in equity or for damages, adjustment, or other entitlement against the Corps shall arise as a result of such suspension or related action.

SARBO may be subject to revision at any time. The most recent version of these SARBO must be utilized during the design and construction of the permitted work. The Permittee is required to adhere to the most recent SARBO which can be viewed on the following website: https://www.fisheries.noaa.gov/content/endangered-species-act-section-7-biological-opinions-southeast

17. Project timing: For each work event, the Corps will determine project timing and necessary minimization measures to reduce the risk of take of ESA-listed species through the Risk Based Adaptive Management process outlined in Section 2.9.2.2 and Appendix J of the 2020 SARBO. Additional timing requirements apply within the range of certain species, as outlined in the North Atlantic Right Whale Conservation Plan (Appendix F of 2020 SARBO) and sturgeon PDCs (Appendix E of 2020 SARBO). The Permittee shall submit a Pre-Construction Risk Assessment to the Reporting Addresses Special Condition using the format located in 2020 SARBO Appendix J.

The Assessment must be submitted by September 1st of each year work is anticipated to commence (e.g. for work planned in February 2022, the Pre-Construction Risk Assessment must be submitted by September 1, 2021). The Corps will provide a written response within 30 days of receipt. Work cannot occur until the Corps review and approves the proposed construction window in writing.

18. Dredging Quality Management (DQM): Dredging and dredged sediment discharge/placement and monitoring of the dredging projects using the Dredge Quality Management (DQM) system shall be implemented for this permit when the project is constructed with a hopper dredge or with scows/barges. When the dredging project utilizes a pipeline dredge, DQM shall be implemented when the dredge is equipped with DQM monitoring from previous work. The permittee’s DQM equipment must have been certified by the National DQM Support Center within one calendar year prior to the initiation of the dredging/discharge/placement of sediments. Questions regarding certification should be addressed to the National DQM Support Center at (877) 840- 8024. Additional information about the DQM program can be found at:

https://dqm.usace.army.mil/. The permittee is responsible for ensuring the DQM system is operational throughout the dredging and discharge/placement of sediments and the project data is submitted to the DQM Center in accordance with the specifications provided at the aforementioned website. The data collected by the DQM system shall, https://www.fisheries.noaa.gov/content/endangered-species-act-section-7-biological-opinions-southeast https://www.fisheries.noaa.gov/content/endangered-species-act-section-7-biological-opinions-southeast https://dqm.usace.army.mil/

Management upon request, be made available to the Regulatory Division of the U.S. Army Corps of Engineers, Jacksonville District.

19. Hopper Deflector Device Submittal: The Permittee shall ensure drawings of the proposed sea turtle deflector device and the completed “Hopper Dredge Deflector Device Checklist” form (Attachment I) is submitted to the Corps at least 30 days prior to initiating the authorized work to the addresses listed in the Reporting Addresses Special Condition. No dredging shall be performed by a hopper dredge without the inclusion of an approved, rigid, sea turtle deflector device. The Permittee shall not commence hopper dredging until approval of the sea turtle deflector device has been granted by the Corps. A copy of the approved drawings, calculations, and signed “Hopper Dredge Deflector Device Checklist” form shall be available on the vessel during dredging operations.

20. Hopper Dredging Pre-Dredging Inspection Submittal: The Permittee shall submit the completed “Hopper Dredge Pre-Dredge Inspection Checklist” form (Attachment J) to the Corps, at least 10 days prior to initiating the authorized work.

This checklist can be accessed at:

https://dqm.usace.army.mil/odess/

Note – Please use a different browser if experiencing trouble opening the above link.

21. Hopper Dredge Startup Inspection: Within 3 days from the date of initiating the authorized work, the Permittee shall provide to the Corps, the completed Hopper Dredge Startup Inspection Checklist form Attachment K with a written notification of the date of commencement of work authorized by this permit. An inspection of the hopper dredge will be scheduled and performed by the Corps after receipt of the notification of commencement.

22. Physical Monitoring Plan: The Permittee shall comply with the attached physical monitoring plan (Attachment L). The physical monitoring reports shall be submitted to the Corps Enforcement Section within 60 days of survey completion. To the extent the biological monitoring plan conflicts with the terms and conditions of the FWS Biological Opinion AND/OR the NMFS 2020 SARBO, the FWS and NMFS Biological Opinions shall prevail.

23. Cultural Resources/Historic Properties:

https://dqm.usace.army.mil/odess/

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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 permitted activities, items that may have historic or archaeological origin are observed the Permittee shall immediately cease all activities adjacent to the discovery that may result in the destruction of these resources and shall prevent his/her employees from further removing, or otherwise damaging, such resources. The applicant shall notify both the Florida Department of State, Division of Historical Resources, Compliance Review Section at (850)-245-6333, and the Corps, of the observations within the same business day (8 hours). Examples of expected submerged historical, archaeological or cultural resources include shipwrecks, shipwreck debris fields (such as steam engine parts, or wood planks and beams), anchors, ballast rock, concreted iron objects, concentrations of coal, prehistoric watercraft (such as log "dugouts"), and other evidences of human activity. The materials may be deeply buried in sediment, resting in shallow sediments or above them, or protruding into water. The Corps shall coordinate with the choose an item 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. Project activities shall not resume without verbal and/or written authorization

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 non-federal 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.

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e. If prehistoric or historic artifacts, such as pottery or ceramics, projectile points, dugout canoes, metal implements, historic building materials, or any other physical remains that could be associated with Native American, early European, or American settlement are encountered at any time within the project site area, the permitted project shall cease all activities involving subsurface disturbance in the vicinity of the discovery. The applicant shall contact the Florida Department of State, Division of Historical Resources, Compliance Review Section at (850)245-6333. Project activities shall not resume without verbal and/or written authorization. In the event that unmarked human remains are encountered during permitted activities, all work shall stop immediately and the proper authorities notified in accordance with Section 872.05, Florida Statutes.

Further Information:

1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to:

(X) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403)

(X) Section 404 of the Clean Water Act (33 U.S.C. 1344)

( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413)

(X) Section 14 of the Rivers and Harbors Act of 1899 (33 U.S.C. 408)

2. Limits of this authorization.

a. This permit does not obviate the need to obtain other Federal, State, or local authorizations required by law.

b. This permit does not grant any property rights or exclusive privileges.

c. This permit does not authorize any injury to the property or rights of others.

d. This permit does not authorize interference with any existing or proposed Federal projects.

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3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following:

a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes.

b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest.

c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit.

d. Design or construction deficiencies associated with the permitted work.

e. Damage claims associated with any future modification, suspension, or revocation of this permit.

4. 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.

5. 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 4 above).

c. Significant new information surfaces which this office did not consider in reaching the original public interest decision.

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

October 9, 2025 for:

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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 below.

(TRANSFEREE-SIGNATURE) (DATE)

(NAME-PRINTED)

(ADDRESS)

(CITY, STATE, AND ZIP CODE)

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Attachments to Department of the Army Permit Number SAJ-2017-00019(SP-LCK)

1. PERMIT DRAWINGS: 25 pages, dated August 13, 2024

2. WATER QUALITY CERTIFICATION: Specific Conditions of the water quality permit/certification in accordance with General Condition number 5 on page 2 of this DA permit.

3. Attachment A: NOTICE OF PERMIT

4. Attachment B: AS-BUILT CERTIFICATION FORM:

5. Attachment C: Section 408 Approval

6. Attachment D: Manatee Conditions

7. Attachment E: QA/QC Plan dated April 6, 2018

8. Attachment F: Commencement Notification Form

9. Attachment G: SARBO Take Reporting Form

10. Attachment H: SARBO Post-Construction Notification Form

11. Attachment I: Hopper Dredge Deflector Device Checklist Form

12. Attachment J: Hopper Dredge Pre-Dredge Inspection Checklist Form

13. Attachment K: Hopper Dredge Startup Inspection Checklist Form

14. Attachment L: Physical Monitoring Plan dated October 14, 2021

R-1

R-2

R-3 R-4 R-5 R-6

R-7

R-8

~1.6 mi R-9

R-10 A T L A

N T I C

O C

E A N

R-11

R-12 SEG

M

EN

T I

R-13 R -13 to R

-19

R-14 R-15

R-16

R-17

T-18 BEACH AND DUNE FILL

T-19

R-20

R-13 TO

R-38 (4.9 m i)

SEG

M

EN

T II

R

-19 TO

R -26

R-21

T-22

T-23

T-24

T-25

T-26

T-27

R-28

R-29 SEG

M

EN

T III

R

-26 TO

R -38

R-30

R-31

T-32

R-33

R-34

R-35

R-36

R-37

R-38

R-39

R-40 R-41

R-42

R-43

PREVIOUS

BORROW

AREAS (Typ.)

LOCATION MAP

OFFSHORE

BORROW AREA

Jupiter Inlet

NOTES

1. LADS SURVEY DATE 2002.

2. PROJECT LOCATION:

26°54'28.58"N 80°03'40.00W Section 5, Township 41S, Range 43E

3. PHOTO DATE: MARCH-MAY 2015.

GRAPHIC SCALE

NORTH COUNTY COMPREHENSIVEolsen SHORE PROTECTION PROJECTassociates, inc.

PALM BEACH COUNTY, FL2618 Herschel Street

Jacksonville, FL. 32204

(904) 387-6114 COA No. 3491 LOCATION MAP

DATE: APPR REVISION

5/23/23 SCH Seg. II Fill

This item has been electronically signed and sealed by STEVEN C.

HOWARD on 2/6/2024 using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

09/20/2016

DRAWN BY:

ML

SHEET

2,500 5,000 FEET 0

JUPITER INLET

LOCATION AND WIDTH OF DUNE FILL

SUBJECT TO CHANGE

R-12

CONSTRUCTION STAGING/ACCESS (TYP)

NORTHERN LIMIT OF FILL (R-13)R-13

EROSION CONTROL LINE

CONSTRUCTION TOE OF FILL (APPROX)

NEARSHORE REEF (2022)

SEAWARD TOE OF DUNE

EL=+8.0 FT, NAVD

SEAWARD DUNE CREST

EL=+12.5 FT, NAVD

JUPITER BEACH PARK

R-14

LANDWARD LIMIT OF FILL (APPROX)

UPPER BERM EL=+8.0 FT, NAVD

SEAWARD EDGE OF BERM

EL=+6.0 FT, NAVD

BEACH PROFILE EQUILIBRIUM TOE

SURVEY: VARIES OF FILL (APPROX)

PHOTO DATE NOV.

SCALE

R-15

0 150 300 FEET

+1 2.

5 +8 .0

JAN. 2023 MHWL

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVE 09/20/20162/24/17 SCH Turtleolsen SHORE PROTECTION PROJECT slopeassociates, inc. DRAWN BY:

5/23/23 SCH '22 ReefPALM BEACH COUNTY, FL2618 Herschel Street MLMHWLJacksonville, FL. 32204

(904) 387-6114 SHEET

COA No. 3491 BEACH FILL - PLAN 2 of 25

JAN. 2023 MHWL

CONSTRUCTION TOE OF FILL

(APPROX)

OCEAN TRAIL

EQUILIBRIUM TOE

OF FILL (APPROX)

R-16

EROSION CONTROL LINE

SEAWARD EDGE OF BERM

EL=+6.0 FT, NAVD

SEAWARD TOE OF DUNE

JUPITER EL=+8.0 FT, NAVD

BEACH

RESORT UPPER BERM EL=+8.0 FT, NAVD

R-17

EMERGENT ROCK (2014)CONSTRUCTION

STAGING/ACCESS

SEAWARD DUNE CREST

EL=+12.5 FT, NAVD

LANDWARD LIMIT

OF FILL (APPROX)

BEACH PROFILE

SURVEY: VARIES

PHOTO DATE NOV. NEARSHORE

2022 REEF (2022)

SCALE T-18

LOCATION AND WIDTH OF DUNE FILL

SUBJECT TO CHANGE0 150 300 FEET

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVE 09/20/20162/24/17 SCH Turtleolsen SHORE PROTECTION PROJECT slopeassociates, inc. DRAWN BY:

5/23/23 SCH '22 ReefPALM BEACH COUNTY, FL2618 Herschel Street MLMHWLJacksonville, FL. 32204

(904) 387-6114 SHEET

COA No. 3491 BEACH FILL - PLAN 3 of 25

+1 2.

+8 .0

SEGMENT II

SEGMENT I

+1 2.

+1

2.

NEARSHORE REEF (2022)

EROSION CONTROL LINE

CONSTRUCTION TOE OF FILL (APPROX)

UPPER BERM EL=+8.0 FT, NAVD

SEAWARD EDGE OF BERM

EL=+6.0 FT, NAVD

SEAWARD TOE OF DUNE

EL=+8.0 FT, NAVD

SEAWARD DUNE CREST

EL=+12.5 FT, NAVD

EQUILIBRIUM TOE

OF FILL (APPROX)

UPPER BERM

EL=+8.0 FT, NAVD

SEAWARD EDGE OF BERM

EL=+7.0 FT, NAVD

LANDWARD LIMIT

OF FILL (APPROX)

T-19

BEACH PROFILE

JAN. 2023 MHWLSURVEY: VARIES

PHOTO DATE NOV. R-20

SCALE LOCATION AND WIDTH OF DUNE FILL

SUBJECT TO CHANGE

0 150 300 FEET

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVE 09/20/20162/24/17 SCH Turtleolsen SHORE PROTECTION PROJECT slopeassociates, inc. DRAWN BY:

5/23/23 SCH Seg II FillPALM BEACH COUNTY, FL2618 Herschel Street ML 5/23/23 SCH '22 ReefJacksonville, FL. 32204

(904) 387-6114 MHWL SHEET

COA No. 3491 BEACH FILL - PLAN 4 of 25

2.

+8

.0 LANDWARD LIMIT

OF FILL (APPROX)CONSTRUCTION

STAGING/ACCESS

CONSTRUCTION TOE OF FILL (APPROX)

JUPITER

REEF CLUB

R-21

UPPER BERM

EL=+8.0 FT, NAVD

+1 2.

SEAWARD EDGE OF BERM

EL=+7.0 FT, NAVD

EQUILIBRIUM TOE

OF FILL (APPROX)

SEAWARD TOE OF DUNE

EL=+8.0 FT, NAVD

T-22

SEAWARD DUNE CREST

BEACH PROFILE

EL=+12.5 FT, NAVD

SURVEY: VARIES

PHOTO DATE NOV.

SCALE

0 150 300 FEET LOCATION AND WIDTH OF DUNE FILL

SUBJECT TO CHANGE

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVE 09/20/20162/24/17 SCH Turtleolsen SHORE PROTECTION PROJECT slopeassociates, inc. DRAWN BY:

PALM BEACH COUNTY, FL 5/23/23 SCH Seg II Fill2618 Herschel Street ML'22 MHWJacksonville, FL. 32204

COA No. 3491 BEACH FILL - PLAN 5 of 25

T-23

2.

+1

2.

T-24

CONSTRUCTION

ACCESS

T-25 olsen associates, inc.

2618 Herschel Street Jacksonville, FL. 32204

(904) 387-6114 COA No. 3491

CONSTRUCTION TOE OF FILL (APPROX)

EQUILIBRIUM TOE

OF FILL (APPROX)

LANDWARD LIMIT

OF FILL (APPROX)

JAN. 2023 MHWL

DIAMOND HEAD

RADNOR PARK

(ARTIFICIAL REEF, 2022)

UPPER BERM

EL=+8.0 FT, NAVD

SEAWARD EDGE OF BERM

EL=+7.0 FT, NAVD

SEAWARD TOE OF DUNE

EL=+8.0 FT, NAVD

SEAWARD DUNE CREST

EL=+12.5 FT, NAVD

BEACH PROFILE

SURVEY: VARIES

PHOTO DATE NOV.

LOCATION AND WIDTH OF DUNE FILL

SUBJECT TO CHANGE

SCALE

0 150 300 FEET

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVE 09/20/20162/24/17 SCH Turtle SHORE PROTECTION PROJECT slope DRAWN BY:

5/23/23 SCH Seg II FillPALM BEACH COUNTY, FL ML5/23/23 SCH '22 Reef

MHWL SHEET

10/5/23 SCH ACCESSBEACH FILL - PLAN 6 of 25

SEGMENT III

SEGMENT II

T-25

T-26

CONSTRUCTION

STAGING/ACCESS

T-27

BEACH PROFILE

SURVEY: VARIES

PHOTO DATE NOV.

SCALE

0 150 300 FEET

+1 2.

EL=+7.0 FT, NAVD

CONSTRUCTION TOE OF FILL

(APPROX)

EROSION CONTROL LINE

SEAWARD EDGE OF BERM

EL=+6.0 FT, NAVD

SEAWARD TOE OF DUNE

EL=+8.0 FT, NAVD

EQUILIBRIUM TOE

OF FILL (APPROX)

SEAWARD DUNE CREST

EL=+12.5 FT, NAVD

LANDWARD LIMIT

OF FILL (APPROX)

LOCATION AND WIDTH OF DUNE FILL

SUBJECT TO CHANGE

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVE 09/20/20162/24/17 SCH Turtleolsen SHORE PROTECTION PROJECT slopeassociates, inc. DRAWN BY:

5/23/23 SCH Seg II FillPALM BEACH COUNTY, FL2618 Herschel Street ML'22MHWLJacksonville, FL. 32204

COA No. 3491 BEACH FILL - PLAN 7 of 25

R-28

R-29

BEACH PROFILE

SURVEY: VARIES

PHOTO DATE NOV.

SCALE R-30

0 150 300 FEET

+1 2.

LOCATION AND WIDTH OF DUNE FILL

SUBJECT TO CHANGE

JAN. 2023 MHWL

EROSION CONTROL LINE

CONSTRUCTION TOE OF FILL (APPROX)

SEAWARD EDGE OF BERM

EL=+6.0 FT, NAVD

SEAWARD TOE OF DUNE

EL=+8.0 FT, NAVD

EQUILIBRIUM TOE

OF FILL (APPROX)

SEAWARD DUNE CREST

EL=+12.5 FT, NAVD

LANDWARD LIMIT

OF FILL (APPROX)

UPPER BERM EL=+8.0 FT, NAVD

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVE 09/20/20162/24/17 SCH Turtleolsen SHORE PROTECTION PROJECT slopeassociates, inc. DRAWN BY:

5/23/2023 SCH MHWLPALM BEACH COUNTY, FL2618 Herschel Street ML

Jacksonville, FL. 32204

COA No. 3491 BEACH FILL - PLAN 8 of 25

EL=+6.0 FT, NAVD

SEAWARD TOE OF DUNE

EL=+8.0 FT, NAVD

SEAWARD DUNE CREST

EL=+12.5 FT, NAVD

R-31

JUNO BEACH

PARK

JUNO BEACH PIER LANDWARD LIMIT

OF FILL (APPROX)

UPPER BERM EL=+8.0 FT, NAVD

EROSION CONTROL LINE

JAN. 2023 MHWL

EQUILIBRIUM TOE

OF FILL (APPROX)

T-32

CONSTRUCTION TOE OF FILL

BEACH PROFILE (APPROX)

SURVEY: VARIES

PHOTO DATE NOV.

SCALE

LOCATION AND WIDTH OF DUNE FILL

0 150 300 FEET SUBJECT TO CHANGE

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVE 09/20/20162/24/17 SCH Turtleolsen SHORE PROTECTION PROJECT slopeassociates, inc. DRAWN BY:

5/23/2023 SCH MHWLPALM BEACH COUNTY, FL2618 Herschel Street ML

Jacksonville, FL. 32204

(904) 387-6114 SHEET

COA No. 3491 BEACH FILL - PLAN 9 of 25

+1 2.

+1

2.

R-33

2.

5 EROSION CONTROL LINE

CONSTRUCTION TOE OF FILL (APPROX)

SEAWARD EDGE OF BERM

EL=+6.0 FT, NAVD

SEAWARD TOE OF DUNE

EL=+8.0 FT, NAVD

SEAWARD DUNE CREST

EL=+12.5 FT, NAVD

JAN. 2023 MHWL

R-34

UPPER BERM EL=+8.0 FT, NAVD

LOGGERHEAD PARK

CONSTRUCTION

STAGING/ACCESS

(TYP)

LANDWARD LIMIT

OF FILL (APPROX)

BEACH PROFILE

SURVEY: VARIES

PHOTO DATE NOV.

EQUILIBRIUM TOE

OF FILL (APPROX)

SCALE R-35

0 150 300 FEET

LOCATION AND WIDTH OF DUNE FILL

SUBJECT TO CHANGE

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVE 09/20/20162/24/17 SCH Turtleolsen SHORE PROTECTION PROJECT slopeassociates, inc. DRAWN BY:

5/23/2023 SCH MHWLPALM BEACH COUNTY, FL2618 Herschel Street ML

Jacksonville, FL. 32204

COA No. 3491 BEACH FILL - PLAN 10 of 25

BEACH PROFILE

SURVEY: VARIES

PHOTO DATE NOV.

SCALE

0 150 300 FEET

+1 2.

R-36

UPPER BERM EL=+8.0 FT, NAVD

CONSTRUCTION TOE OF FILL (APPROX)

SEAWARD EDGE OF BERM

EL=+6.0 FT, NAVD

SEAWARD TOE OF DUNE

EL=+8.0 FT, NAVD

SEAWARD DUNE CREST

EL=+12.5 FT, NAVD

LANDWARD LIMIT

OF FILL (APPROX)

EROSION CONTROL LINE

EQUILIBRIUM TOE

OF FILL (APPROX)

R-37

LOCATION AND WIDTH OF DUNE FILL

SUBJECT TO CHANGE

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVE 09/20/20162/24/17 SCH Turtleolsen SHORE PROTECTION PROJECT slopeassociates, inc. DRAWN BY:

5/23/2023 SCH MHWLPALM BEACH COUNTY, FL2618 Herschel Street ML

Jacksonville, FL. 32204

COA No. 3491 BEACH FILL - PLAN 11 of 25

R-38

R-39

BEACH PROFILE

SURVEY: VARIES

PHOTO DATE NOV.

SCALE R-40

0 150 300 FEET

CONSTRUCTION TOE OF FILL (APPROX)

SEAWARD EDGE OF BERM EL=+6.0 FT, NAVD

SEAWARD TOE OF DUNE

EL=+8.0 FT, NAVD

SEAWARD DUNE CREST

EL=+12.5 FT, NAVD

LANDWARD LIMIT OF FILL (APPROX)

SOUTHERN LIMIT OF FILL (R-38)

EROSION CONTROL LINE

JAN. 2023 MHWL

LOCATION AND WIDTH OF DUNE FILL

SUBJECT TO CHANGE

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVE 09/20/20162/24/17 SCH Turtleolsen SHORE PROTECTION PROJECT slopeassociates, inc. DRAWN BY:

5/23/2023 SCH MHWLPALM BEACH COUNTY, FL2618 Herschel Street ML

Jacksonville, FL. 32204

COA No. 3491 BEACH FILL - PLAN 12 of 25

NORTHERN LIMIT OF

SEGMENT I FILL

MHWL (+0.41')

MLWL (-2.32')

EXISTING GRADE

(MAY 2016)

344'

FILL REQUIREMENT WILL VARY WITH

VARYING BEACH CONDITIONS.

VARIES

+12.5'

DUNE FILL

EC

L

EC

L

4 100' (TYPICAL)

1 LOCATION AND WIDTH OF DUNE FILL

+8.0' SHALL BE FIELD DETERMINED (TYP)

1 +6.0' 50 10

1 MHWL (+0.41')

MLWL (-2.32')

CONSTRUCTION TEMPLATE

BEACH FILL

EXISTING GRADE

(MAY 2016)

440'

SE

G

M

EN

T I

VARIES

+12.5'

100'

1 +8.0'

DUNE FILL

+6.0'

1 CONSTRUCTION TEMPLATE

MHWL (+0.41')

MLWL (-2.32')

BEACH FILL

EC

L EXISTING GRADE

(MAY 2016)

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVEolsen associates, inc.

2/24/17 SCH Turtle SHORE PROTECTION PROJECT slope

09/20/2016

DRAWN BY:

5/23/23 SCH Dune 2618 Herschel Street PALM BEACH COUNTY, FL MLNote Jacksonville, FL. 32204

COA No. 3491 BEACH FILL - SECTIONS 13 of 25

VARIES

+12.5'

DUNE FILL

400'

+8.0'

100'

FILL REQUIREMENT WILL VARY WITH

VARYING BEACH CONDITIONS.

(TYPICAL)

LOCATION AND WIDTH OF DUNE FILL

SHALL BE FIELD DETERMINED (TYP)

CONSTRUCTION TEMPLATE

+6.0'

1 MHWL (+0.41')

MLWL (-2.32')

BEACH FILL

EC

L EXISTING GRADE

(MAY 2016)

330'

VARIES

+12.5'

100'

+8.0'

+6.0'

DUNE FILL 1

MHWL (+0.41')

MLWL (-2.32')

CONSTRUCTION TEMPLATE

BEACH FILL

SE

G

M

EN

T I

EC

L EXISTING GRADE

(MAY 2016)

229'

VARIES

+12.5' 100'

+8.0'

+6.0'

DUNE FILL

MHWL (+0.41')

MLWL (-2.32')

CONSTRUCTION TEMPLATE

BEACH FILL

EC

L EXISTING GRADE

(MAY 2016)

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVEolsen 09/20/20162/24/17 SCH TurtleSHORE PROTECTION PROJECTassociates, inc. slope DRAWN BY:

PALM BEACH COUNTY, FL2618 Herschel Street 5/23/23 SCH Dune ML

NoteJacksonville, FL. 32204

COA No. 3491 BEACH FILL - SECTIONS 14 of 25

163'

FILL REQUIREMENT WILL VARY WITHVARIES VARYING BEACH CONDITIONS.

(TYPICAL)50'4+12.5'

CONSTRUCTION TEMPLATE

+8.0' +7.0'1

50 10

DO NOT EXCAVATE 1 MHWL (+0.41')

AREAS WHERE

MLWL (-2.32')FILL IS NOT REQUIRED

AS OF CURRENT

CONDITIONS (TYP)

EC

L LOCATION AND WIDTH OF DUNE FILLEXISTING GRADE

SHALL BE FIELD DETERMINED (TYP)(JAN 2023)

223'

VARIES

+12.5' 4 50'

+8.0' +7.0' CONSTRUCTION TEMPLATE

50 10

1 MHWL (+0.41')

MLWL (-2.32')

EXISTING GRADE

(JAN 2023)

116'

50'

+8.0' 1 +7.0'

CONSTRUCTION TEMPLATE

50 10

1 MHWL (+0.41')

MLWL (-2.32')

BEACH FILL

EXISTING GRADE

(JAN 2023)

SE

G

M

EN

T

II

SE

G

M

EN

T I

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVE 09/20/20165/23/23 SCH Seg. II Fill associates, inc.

olsen SHORE PROTECTION PROJECT DRAWN BY:

PALM BEACH COUNTY, FL2618 Herschel Street ML Jacksonville, FL. 32204

COA No. 3491 BEACH FILL - SECTIONS 15 of 25

+12.5'

257'

VARIES

+8.0'

50'

+7.0'

FILL REQUIREMENT WILL VARY WITH

VARYING BEACH CONDITIONS.

(TYPICAL)

CONSTRUCTION TEMPLATE

MHWL (+0.41')

MLWL (-2.32')

BEACH FILL

EXISTING GRADE

(JAN 2023) LOCATION AND WIDTH OF DUNE FILL

SHALL BE FIELD DETERMINED (TYP)

199'

VARIES

+12.5'

1+8.0'

50'

+7.0'

CONSTRUCTION TEMPLATE

MHWL (+0.41')

MLWL (-2.32')

BEACH FILL

EXISTING GRADE

(JAN 2023)

SE

G

M

EN

T

II

269'

VARIES

+12.5'

1 +8.0'

EXISTING GRADE

(JAN 2023)

50'

+7.0'

CONSTRUCTION TEMPLATE

MHWL (+0.41')

MLWL (-2.32')

BEACH FILL

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVE 09/20/20165/23/23 SCH Seg. II Fill associates, inc.

olsen SHORE PROTECTION PROJECT DRAWN BY:

PALM BEACH COUNTY, FL2618 Herschel Street ML Jacksonville, FL. 32204

COA No. 3491 BEACH FILL - SECTIONS 16 of 25

195'

VARIES

+12.5' 4

+8.0'

50'

+7.0'

FILL REQUIREMENT WILL VARY WITH

VARYING BEACH CONDITIONS.

(TYPICAL)

CONSTRUCTION TEMPLATE

MHWL (+0.41')

MLWL (-2.32')

BEACH FILL

EXISTING GRADE

(JAN 2023)

SE

G

M

EN

T

III

SE

G M

EN

T

II

263'

VARIES

+12.5' 4 50'

+8.0' CONSTRUCTION TEMPLATE

1 +7.0' 50 10

1 MHWL (+0.41')

MLWL (-2.32')

BEACH FILL

EXISTING GRADE

EC

L (JAN 2023)

355'

20'

MIN.

+12.5' 4

100'

+8.0'

LOCATION AND WIDTH OF

DUNE FILL SHALL

BE FIELD

DETERMINED

FILL REQUIREMENT WILL VARY WITH

VARYING BEACH CONDITIONS.

NO EXCAVATION. (TYPICAL)

BEACH FILL

+6.0'

1 CONSTRUCTION TEMPLATE

MHWL (+0.41')

MLWL (-2.32')

EXISTING GRADE

EC

L (MAY 2016)

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVEolsen 09/20/20162/24/17 SCH TurtleSHORE PROTECTION PROJECTassociates, inc. slope DRAWN BY:

PALM BEACH COUNTY, FL 5/23/23 SCH Seg. II Fill ML2618 Herschel Street

Jacksonville, FL. 32204

SHEET

of 25

(904) 387-6114 COA No. 3491 BEACH FILL - SECTIONS 17

369' 20'

MIN.

+12.5' 4 100'

+8.0'

LOCATION AND WIDTH OF

DUNE FILL SHALL

+6.0'

BE FIELD

DETERMINED

1 CONSTRUCTION TEMPLATE

MHWL (+0.41')

FILL REQUIREMENT WILL VARY WITH

MLWL (-2.32')

VARYING BEACH CONDITIONS.

NO EXCAVATION. (TYPICAL) BEACH FILL

EC

L EXISTING GRADE

(MAY 2016)

288' 20'

MIN.

+12.5'

100'

+8.0'

LOCATION AND

WIDTH OF

DUNE FILL SHALL

+6.0'

1 CONSTRUCTION TEMPLATE

BE FIELD MHWL (+0.41')

DETERMINED

MLWL (-2.32')

FILL REQUIREMENT WILL VARY WITH

VARYING BEACH CONDITIONS.

NO EXCAVATION. (TYPICAL)

BEACH FILL EXISTING GRADE

SE

G

M

EN

EC

L (MAY 2016)

257'

EC

L

20'

MIN.

+12.5' 100'4

+8.0'

LOCATION AND +6.0'1WIDTH OF 1050

1 CONSTRUCTION TEMPLATE

BE FIELD

DUNE FILL SHALL

MHWL (+0.41')

DETERMINED MLWL (-2.32')

FILL REQUIREMENT

WILL VARY WITH

VARYING BEACH CONDITIONS.

NO EXCAVATION. (TYPICAL) EXISTING GRADE

(MAY 2016)

BEACH FILL

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVEolsen 09/20/20162/24/17 SCH TurtleSHORE PROTECTION PROJECTassociates, inc. slope DRAWN BY:

PALM BEACH COUNTY, FL ML2618 Herschel Street

Jacksonville, FL. 32204

SHEET

of 25

(904) 387-6114 COA No. 3491 BEACH FILL - SECTIONS 18

312'

MIN.

+12.5' 4 100'

+8.0'

+6.0'1LOCATION AND WIDTH OF 1050DUNE FILL SHALL CONSTRUCTION TEMPLATE1

BE FIELD MHWL (+0.41')

DETERMINED

MLWL (-2.32')

FILL REQUIREMENT WILL VARY WITH

VARYING BEACH CONDITIONS.

NO EXCAVATION. (TYPICAL)

EXISTING GRADEBEACH FILL

EC

L (MAY 2016)

255' 20'

MIN.

+12.5' 4 100'

+8.0'

LOCATION AND

WIDTH OF

+6.0'

1 CONSTRUCTION TEMPLATE

DUNE FILL SHALL MHWL (+0.41')

BE FIELD

DETERMINED

MLWL (-2.32')

FILL REQUIREMENT WILL VARY WITH

VARYING BEACH CONDITIONS.

NO EXCAVATION. (TYPICAL)

EXISTING GRADE

SE

G

M

EN

L BEACH FILL (MAY 2016)

251' 20'

MIN.

+12.5' 4 100'

+8.0'

LOCATION AND

WIDTH OF

DUNE FILL SHALL

BE FIELD

DETERMINED

+6.0'

1 CONSTRUCTION TEMPLATE

MHWL (+0.41')

MLWL (-2.32')

FILL REQUIREMENT WILL

VARY WITH VARYING

BEACH CONDITIONS.

NO EXCAVATION. (TYPICAL)

EC

L EXISTING GRADEBEACH FILL (MAY 2016)

NORTH COUNTY COMPREHENSIVEolsen DATE: APPR REVISION 09/20/20162/24/17 SCH TurtleSHORE PROTECTION PROJECTassociates, inc. slope DRAWN BY:

PALM BEACH COUNTY, FL2618 Herschel Street ML Jacksonville, FL. 32204

COA No. 3491 BEACH FILL - SECTIONS 19 of 25

205'

MIN.

+12.5' 4 100'

+8.0'

LOCATION AND

WIDTH OF

DUNE FILL SHALL

BE FIELD

+6.0' CONSTRUCTION TEMPLATE

1 MHWL (+0.41')

DETERMINED MLWL (-2.32')

FILL REQUIREMENT WILL VARY WITH

VARYING BEACH CONDITIONS.

NO EXCAVATION. (TYPICAL)

EC

L

BEACH FILL EXISTING GRADE

(MAY 2016)

253' 20'

MIN.

+12.5'

100'

+8.0'

LOCATION AND

WIDTH OF

DUNE FILL SHALL

BE FIELD

DETERMINED

+6.0'

1 CONSTRUCTION TEMPLATE

MHWL (+0.41')

MLWL (-2.32')

FILL REQUIREMENT WILL VARY WITH

VARYING BEACH CONDITIONS.

NO EXCAVATION. (TYPICAL) BEACH FILL

SE

G

M

EN

L EXISTING GRADE

(MAY 2016)

20'

MIN.

+12.5'

254'

+8.0'

100'

LOCATION AND

WIDTH OF

DUNE FILL SHALL

BE FIELD

DETERMINED

+6.0'

1 CONSTRUCTION TEMPLATE

MHWL (+0.41')

MLWL (-2.32')

BEACH FILL

EXISTING GRADE

EC

L (MAY 2016)

DATE: APPR REVISIONNORTH COUNTY COMPREHENSIVEolsen 09/20/2016

DRAWN BY:

2/24/17 SCH Turtle SHORE PROTECTION PROJECT slopeassociates, inc.

PALM BEACH COUNTY, FL2618 Herschel Street ML Jacksonville, FL. 32204

COA No. 3491 BEACH FILL - SECTIONS 20 of 25

222'

20' FILL REQUIREMENT WILL VARY WITH

MIN. VARYING BEACH CONDITIONS.

+12.5'

100' (TYPICAL)

+8.0'

+6.0'

LOCATION AND 1 CONSTRUCTION TEMPLATE

WIDTH OF MHWL (+0.41')

DUNE FILL SHALL

BE FIELD

MLWL (-2.32')

DETERMINED

BEACH FILL

EXISTING GRADE

(MAY 2016)

SOUTHERN LIMIT OF

SEGMENT III FILL

MHWL (+0.41')

MLWL (-2.32')

EXISTING GRADE

EC

L

SE

G

M