1.0435181-001EG.pdf

FLORIDA DEPARTMENT OF

Environmental Protection

Northwest District

160 W. Government Street, Suite 308 Pensacola, Florida 32502-5794

Ron DeSantis Governor

Jeanette Nuñez

Lt. Governor

Shawn Hamilton Secretary

July 5, 2023

Santa Rosa County BOCC John Studstill, P.E., Assistant County Engineer 6051 Old Bagdad Hwy Milton, FL 32583 JohnS@santarosa.fl.gov

File No. 0435181-001-EG/57, Santa Rosa County

Dear Mr. Studstill:

On May 15, 2023, we received your notice of intent to use a General Permit (GP), pursuant to Rule 62-330.443, Florida Administrative Code (F.A.C.) to replace an 870 square foot dilapidated fender system with a new fender system and associated catwalks totaling 943 square feet of overwater impacts. The activities will take place under the Navarre Beach bridge within the Santa Rosa Sound, a Class II Florida waterbody, Unclassified Shellfish Harvesting Area. The project is located at County Road 399, Navarre, Section 21, Township 2 South, Range 26 West, Santa Rosa County.

Your intent to use a general permit has been reviewed by Department staff for three types of authorizations: (1) regulatory authorization, (2) proprietary authorization (related to state-owned submerged lands), and (3) federal authorization. The authority for review and the outcomes of the reviews are listed below. Please read each section carefully.

Your project did not qualify for the proprietary and federal authorizations, therefore, 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.

1. Regulatory Review – Approved Based on the forms, drawings, and documents submitted with your notice, it appears that the project meets the requirements for the General Permit under Rule 62-330.443, F.A.C. Any activities performed under a general permit are subject to general conditions required in Rule mailto:JohnS@santarosa.fl.gov

File Name: Navarre Beach Bridge Fender File No: 0435181-001-EG/57

62-330.405, F.A.C. (attached), and the specific conditions of Rule 62-330.443, F.A.C. (attached).

Any deviations from these conditions may subject the permittee to enforcement action and possible penalties.

Please be advised that the construction phase of the GP must be completed within five years from the date the notice to use the GP was received by the Department. If you wish to continue this GP beyond the expiration date, you must notify the Department at least 30 days before its expiration.

Authority for review- Part IV of Chapter 373, F.S., Title 62, F.A.C. and in accordance with the operating agreements executed between the Department and the water management districts, as referenced in Chapter 62-113, F.A.C.

2. Proprietary Review – Pending The Department acts as staff to the Board of Trustees of the Internal Improvement Trust Fund (Board of Trustees) and issues certain authorizations for the use of sovereign submerged lands.

The Department has the authority to review activities on sovereign submerged lands under Chapter 253 of the Florida Statutes (F.S.) and 258, F.S. if located within an aquatic preserve, and Chapters 18-20 and 18-21 of the Florida Administrative Code.

The activity appears to be located on sovereign submerged lands owned by the Board of Trustees. The activity is not exempt from the need to obtain the applicable proprietary authorization. As staff to the Board of Trustees, the Department has reviewed the activity described above, and has determined that the activity requires a public easement you must make application to the Department for such authorization.

Please be advised that any use of sovereign submerged lands without specific prior authorization from the Board of Trustees will be considered a violation of Chapter 253, Florida Statutes and may subject the affected upland riparian property owners to legal action as well as potential fines for the prior unauthorized use of sovereign land.

Authority for review - Chapter 253 F.S., Chapter 18-21, F.A.C., and Section 62-330.075, F.A.C.

as required.

3. Federal Review- Not Included Your proposed activity as outlined in your application and attached drawings does not qualify for Federal authorization pursuant to the State Programmatic General Permit VI-R1.

SEPARATE permit(s) or authorization will be required from the U.S. Army Corps of Engineers.

Authority for review - an agreement with the USACOE entitled “Coordination Agreement Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection (or Duly Authorized Designee), State Programmatic General Permit”, Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act.

Additional Information Please retain this general permit. The activities may be inspected by authorized state personnel in the future to ensure compliance with appropriate statutes and administrative codes. If the activities are not in compliance, you may be subject to penalties under Chapter 373, F.S., and Chapter 18-14, F.A.C.

NOTICE OF RIGHTS

This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application.

Petition for Administrative Hearing A person whose substantial interests are affected by the Department’s action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules 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 mailto:Agency_Clerk@dep.state.fl.us

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 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 mailto:Agency_Clerk@dep.state.fl.us filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department.

EXECUTION AND CLERKING

Executed in Pensacola, Florida.

STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

Blake Chapman Environmental Manager

Enclosures:

Ch. 62-330.443, F.A.C., 2 pages General Conditions for All General Permits, Ch. 62-330.405, F.A.C., 3 pages Special Consent Conditions, 1 page General Conditions for Authorizations for Activities on State-Owned Submerged Lands, 1 page Project drawings, 28 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:

John Studstill, Applicant, JohnS@santarosa.fl.gov Malies Warren, Consultant, malies.warren@volkert.com Kyle Vargha, Consultant, kyle.vargha@volkert.com FDEP, Blake.A.Chapman@FloridaDEP.gov, Russell.Sullivan@FloridaDEP.gov, Richard.Earle@FloridaDEP.gov Santa Rosa County, PlanningNotifications@santarosa.fl.gov, cindym@santarosa.fl.gov, maureenk@santarosa.fl.gov

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 5, 2023 Clerk Date mailto:JohnS@santarosa.fl.gov mailto:malies.warren@volkert.com mailto:kyle.vargha@volkert.com mailto:Blake.A.Chapman@FloridaDEP.gov mailto:Russell.Sullivan@FloridaDEP.gov mailto:Richard.Earle@FloridaDEP.gov mailto:PlanningNotifications@santarosa.fl.gov mailto:cindym@santarosa.fl.gov mailto:maureenk@santarosa.fl.gov

62-330.443 General Permit to the Florida Department of Transportation, Counties, and Municipalities for Minor Bridge Alteration, Placement, Replacement, Removal, Maintenance, and Operation.

(1) A general permit is granted to the Florida Department of Transportation, counties, and municipalities to conduct the activities described below:

(a) For existing maintained roadways and causeways, the alteration, placement, replacement, removal, modification, or maintenance of bridges or bridge culverts and approaches where the combined total of dredging and filling, both temporary and permanent, in wetlands and other surface waters does not exceed 0.5 acre. The total work conducted under notices of intent to use this general permit shall result in the creation of no more than 0.5 acre of new overwater structure for any bridge crossing, including parallel spans, and no new structure area over waters within federally designated critical habitat of Johnson’s seagrass (Halophila johnsonii).

(b) Channel clearing and shaping, not to exceed a combined total of 0.5 acre of dredging and filling in wetlands and other surface waters, to facilitate maximum hydraulic efficiency of the structures detailed in paragraph (a), above, where the spoil material is used on an upland portion of the project or is deposited on a self-contained, upland spoil site. Escape of spoil material or water from the spoil deposition area into wetlands or other surface waters is prohibited.

(2) This general permit shall be subject to the following specific conditions:

(a) No dredging of access or work channels is authorized by this general permit;

(b) Temporary fill roads shall not be constructed waterward of mean high water or ordinary high water;

(c) All fill placed in wetlands, other than fill on which a bridge or approach is constructed, shall be regraded to the original wetland elevations and revegetated with native wetland species endemic to adjoining, undisturbed wetlands, within seven days of completion of construction.

Within “clear zones,” revegetation shall be with native herbaceous species endemic to adjoining, undisturbed wetlands. During the five-year period following the initial planting or restoration of the site, these areas shall be maintained to ensure planted or naturally recruited native wetland species are surviving and growing, and that the areal coverage of exotic and invasive species constitutes less than 10% areal coverage;

(d) Hydraulic openings of bridges shall be sufficient to prevent downstream scour, increased downstream water velocities, and increased flood elevations on the property of others;

(e) Minimum horizontal and vertical navigational clearances on bridges over navigable waters of the United States shall be established in accordance with procedures outlined in Chapter 2 of the U.S. Coast Guard Bridge Administration Manual, COMDTINST M16590.5C, (March 26, 2004), incorporated by reference herein (http://www.flrules.org/Gateway/reference.asp?No=Ref- 03150), a copy of which may be obtained from the Agency, as described in subsection 62- 330.010(5), F.A.C, and in no circumstance shall placement or replacement of a bridge result in a reduction of horizontal and vertical navigational clearances;

(f) Replacement or modification of a bridge that includes changes in the configuration of the bridge and fill areas due to changes in materials, construction techniques, or meeting current construction codes or safety standards are authorized under this permit. Any connecting road expansion or alteration associated with such replacement or modification must be authorized by a separate general or individual permit under chapter 62-330, F.A.C., as applicable, before the start of construction; and

(g) This general permit does not authorize the construction of additional travel lanes for http://www.flrules.org/Gateway/reference.asp?No=Ref-03150 http://www.flrules.org/Gateway/reference.asp?No=Ref-03150 motorized vehicles, except that any single-lane bridge may be widened to two travel lanes, provided the bridge widening does not exceed that reasonably necessary to match the existing travel lane alignment of a two-lane road. This permit does not authorize new corridors or roadway connections where there is no existing structure over wetlands or waterways.

Rulemaking Authority 373.026(7), 373.043, 373.118(1), 373.406(5), 373.4131, 373.414(9), 373.418, 403.805(1) FS. Law Implemented 373.118(1), 373.406(5), 373.413, 373.4131, 373.414(9), 373.416, 373.418, 373.419, 403.814(1) FS. History–New 10-3-95, Amended 10-1-07, Formerly 62-341.443, Amended 10-1-13, 6-1-18.

62-330.405 General Conditions for All General Permits The following general permit conditions are binding upon the permittee and are enforceable under chapter 373, F.S. These conditions do not apply to the general permit for stormwater management systems under section 403.814(12), F.S.

(1) The general permit is valid only for the specific activity indicated. Any deviation from the specified activity and the conditions for undertaking that activity shall constitute a violation of the permit and may subject the permittee to enforcement action and revocation of the permit under chapter 373, F.S.

(2) The general permit does not eliminate the necessity to obtain any required federal, state, local and special district authorizations prior to the start of any construction, alteration, operation, maintenance, removal or abandonment authorized by this permit; and it does not authorize any violation of any other applicable federal, state, local, or special district laws (including, but not limited to, those governing the “take” of listed species).

(3) The general permit does not convey to the permittee or create in the permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee, or convey any rights or privileges other than those specified in the general permit.

(4) The general permit does not relieve the permittee from liability and penalties when the permitted activity causes harm or injury to: human health or welfare; animal, plant or aquatic life;

or property. It does not allow the permittee to cause pollution that violates state water quality standards.

(5) Section 253.77, F.S., provides that a person may not commence any excavation, construction, or other activity involving the use of state-owned or other lands of the state, the title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund without obtaining the required consent, lease, easement, or other form of authorization authorizing the proposed use. Therefore, the permittee is responsible for obtaining any necessary authorizations from the Board of Trustees prior to commencing activity on state-owned lands.

(6) The authorization to conduct activities under a general permit may be modified, suspended or revoked in accordance with chapter 120, F.S., and section 373.429, F.S.

(7) The general permit is not transferable to a new third party. To be used by a different permittee, a new notice to use a general permit must be submitted in accordance with rule 62- 330.402, F.A.C. Activities constructed in accordance with the terms and conditions of a general permit are automatically authorized to be operated and maintained by the permittee and subsequent owners in accordance with subsection 62-330.340(1), F.A.C. Any person holding the general permit, persons working under the general permit, and owners of land while work is conducted under the general permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to sale, conveyance, or other transfer of ownership or control of the permitted project, activity, or the real property at which the permitted project or activity is located.

(8) Upon reasonable notice to the permittee, Agency staff with proper identification shall have permission to enter, inspect, sample and test the permitted system to ensure conformity with the plans and specifications approved by the general permit.

(9) The permittee shall maintain any permitted project or activity in accordance with the plans submitted to the Agency and authorized in the general permit.

(10) A permittee’s right to conduct a specific activity under the general permit is authorized for a duration of five years.

(11) Activities shall be conducted in a manner that does not cause or contribute to violations of state water quality standards. Performance-based erosion and sediment control best management practices shall be implemented and maintained immediately prior to, during, and after construction as needed to stabilize all disturbed areas, including other measures specified in the permit to prevent adverse impacts to the water resources and adjacent lands. Erosion and sediment control measures shall be installed and maintained in accordance with the State of Florida Erosion and Sediment Control Designer and Reviewer Manual (Florida Department of Environmental Protection and Florida Department of Transportation, June 2007), available at https://www.flrules.org/Gateway/reference.asp?No=Ref-04227, and the Florida Stormwater Erosion and Sedimentation Control Inspector’s Manual (Florida Department of Environmental Protection, Nonpoint Source Management Section, Tallahassee, Florida, July 2008), available at http://publicfiles.dep.state.fl.us/DEAR/Stormwater_Training_Docs/erosion-inspectors-manual.pdf.

(12) Unless otherwise specified in the general permit, temporary vehicular access within wetlands during construction shall be performed using vehicles generating minimum ground pressure to minimize rutting and other environmental impacts. Within forested wetlands, the permittee shall choose alignments that minimize the destruction of mature wetland trees to the greatest extent practicable. When needed to prevent rutting or soil compaction, access vehicles shall be operated on wooden, composite, metal, or other non-earthen construction mats. In all cases, access in wetlands shall comply with the following:

(a) Access within forested wetlands shall not include the cutting or clearing of any native wetland tree having a diameter four inches or greater at breast height;

(b) The maximum width of the construction access area shall be limited to 15 feet;

(c) All mats shall be removed as soon as practicable after equipment has completed passage through, or work has been completed, at any location along the alignment of the project, but in no case longer than seven days after equipment has completed work or passage through that location;

and

(d) Areas disturbed for access shall be restored to natural grades immediately after the maintenance or repair is completed.

(13) Barges or other work vessels used to conduct in-water activities shall be operated in a manner that prevents unauthorized dredging, water quality violations, and damage to submerged aquatic communities.

(14) The construction, alteration, or use of the authorized project shall not adversely impede navigation or create a navigational hazard in the water body.

(15) Except where specifically authorized in the general permit, activities must not:

(a) Impound or obstruct existing water flow, cause adverse impacts to existing surface water storage and conveyance capabilities, or otherwise cause adverse water quantity or flooding impacts to receiving water and adjacent lands; or

(b) Cause an adverse impact to the maintenance of surface or ground water levels or surface water flows established pursuant to section 373.042, F.S., or a Works of the District established pursuant to section 373.086, F.S.

(16) If prehistoric or historic artifacts, such as pottery or ceramics, projectile points, stone tools, 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 https://www.flrules.org/Gateway/reference.asp?No=Ref-04227 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 permittee or other designee shall contact the Florida Department of State, Division of Historical Resources, Compliance Review Section (DHR), at (850)245-6333, as well as the appropriate permitting agency office.

Project activities shall not resume without verbal or written authorization from the Division of Historical Resources. If unmarked human remains are encountered, all work shall stop immediately and the proper authorities notified in accordance with section 872.05, F.S.

(17) The activity must be capable, based on generally accepted engineering and scientific principles, of being performed and of functioning as proposed, and must comply with any applicable District special basin and geographic area criteria.

(18) The permittee shall comply with the following when performing work within waters accessible to federally- or state-listed aquatic species, such as manatees, marine turtles, smalltooth sawfish, and Gulf sturgeon:

(a) All vessels associated with the project shall operate at “Idle Speed/No Wake” at all times while in the work area and where the draft of the vessels provides less than a four-foot clearance from the bottom. All vessels will follow routes of deep water whenever possible.

(b) All deployed siltation or turbidity barriers shall be properly secured, monitored, and maintained to prevent entanglement or entrapment of listed species.

(c) All in-water activities, including vessel operation, must be shut down if a listed species comes within 50 feet of the work area. Activities shall not resume until the animal(s) has moved beyond a 50-foot radius of the in-water work, or until 30 minutes elapses since the last sighting within 50 feet. Animals must not be herded away or harassed into leaving. All onsite project personnel are responsible for observing water-related activities for the presence of listed species.

(d) Any listed species that is killed or injured by work associated with activities performed shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1(888)404-3922 and ImperiledSpecies@myFWC.com.

(e) Whenever there is a spill or frac-out of drilling fluid into waters accessible to the above species during a directional drilling operation, the FWC shall be notified at ImperiledSpecies@myfwc.com with details of the event within 24 hours following detection of the spill or frac-out.

(19) The permittee shall hold and save the Agency harmless from any and all damages, claims, or liabilities which may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any activity authorized by the general permit.

(20) The permittee shall immediately notify the Agency in writing of any submitted information that is discovered to be inaccurate.

Rulemaking Authority 373.026(7), 373.043, 373.118(1), 373.406(5), 373.4131, 373.414(9), 373.4145, 373.418, 403.805(1) FS. Law Implemented 373.044, 373.118(1), 373.129, 373.136, 373.406(5), 373.413, 373.4131, 373.414(9), 373.4145, 373.416, 373.422, 373.423, 373.429, 403.814(1) FS. History–New 10-3-95, Amended 10-1-07, Formerly 62-341.215, Amended 10-1- 13, 6-1-18.

Special Consent Conditions

1. The applicant agrees to indemnify, defend and hold harmless the Board of Trustees and the State of Florida from all claims, actions, lawsuits and demands in any form arising out of the authorization to use sovereignty submerged lands or the applicant’s use and construction of structures on sovereignty submerged lands. This duty to indemnify and hold harmless will include any and all liabilities that are associated with the structure or activity including special assessments or taxes that are now or in the future assessed against the structure or activity during the period of the authorization.

2. Failure by the Board of Trustees to enforce any violation of a provision of the authorization or waiver by the Board of Trustees of any provision of the authorization will not invalidate the provision not enforced or waived, nor will the failure to enforce or a waiver prevent the Board of Trustees from enforcing the unenforced or waived provision in the event of a violation of that provision.

3. Applicant binds itself and its successors and assigns to abide by the provisions and conditions set forth in the authorization. If the applicant or its successors or assigns fails or refuses to comply with the provisions and conditions of the authorization, the authorization may be terminated by the Board of Trustees after written notice to the applicant or its successors or assigns. Upon receipt of such notice, the applicant or its successors or assigns will have thirty (30) days in which to correct the violations. Failure to correct the violations within this period will result in the automatic revocation of this authorization.

4. All costs incurred by the Board of Trustees in enforcing the terms and conditions of the authorization will be paid by the applicant. Any notice required by law will be made by certified mail at the address shown on page one of the authorization. The applicant will notify the Board of Trustees in writing of any change of address at least ten days before the change becomes effective.

5. This authorization does not allow any activity prohibited in a conservation easement or restrictive covenant that prohibits the activity.

General Conditions for Authorizations for Activities on State-Owned Submerged Lands:

All authorizations granted by rule or in writing under rule 18-21.005, F.A.C., except those for geophysical testing, shall be subject to the general conditions as set forth in paragraphs (a) through

(j) below. The general conditions shall be part of all authorizations under this chapter, shall be binding upon the grantee, and shall be enforceable under chapter 253 or 258, part II, F.S.

(a) Authorizations are valid only for the specified activity or use. Any unauthorized deviation from the specified activity or use and the conditions for undertaking that activity or use shall constitute a violation. Violation of the authorization shall result in suspension or revocation of the grantee’s use of the sovereignty submerged land unless cured to the satisfaction of the Board.

(b) Authorizations convey no title to sovereignty submerged land or water column, nor do they constitute recognition or acknowledgment of any other person’s title to such land or water.

(c) Authorizations may be modified, suspended or revoked in accordance with their terms or the remedies provided in sections 253.04 and 258.46, F.S., or chapter 18-14, F.A.C.

(d) Structures or activities shall be constructed and used to avoid or minimize adverse impacts to sovereignty submerged lands and resources.

(e) Construction, use, or operation of the structure or activity shall not adversely affect any species which is endangered, threatened or of special concern, as listed in rules 68A-27.003, 68A-

27.004 and 68A-27.005, F.A.C.

(f) Structures or activities shall not unreasonably interfere with riparian rights. When a court of competent jurisdiction determines that riparian rights have been unlawfully affected, the structure or activity shall be modified in accordance with the court’s decision.

(g) Structures or activities shall not create a navigational hazard.

(h) Activities shall not interfere with the public easement for traditional uses of the sandy beaches provided in section 161.141, F.S.

(i) Structures shall be maintained in a functional condition and shall be repaired or removed if they become dilapidated to such an extent that they are no longer functional. This shall not be construed to prohibit the repair or replacement subject to the provisions of rule 18-21.005, F.A.C., within one year, of a structure damaged in a discrete event such as a storm, flood, accident, or fire.

(j) Structures or activities shall be constructed, operated, and maintained solely for water dependent purposes, or for non-water dependent activities authorized under paragraph 18- 21.004(1)(g), F.A.C., or any other applicable law.

Rulemaking Authority 253.03(7), 253.73 FS. Law Implemented 253.001, 253.03, 253.141, 253.0347, 253.665, 253.71, 253.68, 253.72, 253.74, 253.75, 253.77 FS. History–New 3-27-82, Amended 8-1-83, Formerly 16Q-21.04, 16Q-21.004, Amended 12-25-86, 1-25-87, 3-15-90, 8-18- 92, 10-15-98, 12-11-01, 10-29-03, 12-16-03, 3-8-04, 10-27-05, 4-14-08, 9-1-09, 3-21-19.

Navarre Beach Bridge Fender System Replacement General Permit Application

ATTACHMENT B

PROJECT NARRATIVE

AND SITE PHOTOGRAPHS

Navarre Beach Bridge Fender System Replacement Page 1 of 3

Navarre Beach Bridge Fender System Replacement Santa Rosa County

1.0 Project Overview

The project consists of replacement of the existing bridge fender system for the Navarre Beach

Bridge (See the Engineering Exhibits in Attachment C for details). A general permit for Minor

Bridge Alteration, Placement, Replacement, Removal, Maintenance, and Operation (according to

62-330.443) is requested from the Florida Department of Environmental Protection.

2.0 Location

The project site is located on County Road 399 in Navarre, Santa Rosa County, Florida (Section 21, Township 2S, and Range 26W). The Navarre Beach Bridge is located over the Santa Rosa Sound at the Intracoastal Waterway (See the Location Map in Attachment D).

3.0 Project Purpose and Details

The purpose of the project is to replace the damaged and dilapidated existing timber fender system with a new fiber reinforced polymer (FRP) fender system. FRPs are a composite material consisting of a polymer matrix that is reinforced with glass fibers. The use of FRPs in fender systems results in a flexible design that significantly increases the serviceable life of the fender system and requires less maintenance than a traditional timber fender system.

Proposed fender system components include:

• Fenders - 440 square feet (SF) per fender; 880 SF total (176 ft long x 2.5 ft wide x 2 fenders)

• Catwalks for pier access - 31.5 SF per catwalk; 63 SF total (12.58 ft long x 2.5 ft wide x 2 catwalks)

• Fender and catwalk decking - 3” x 8” x 2.5’ plastic board decking

• 24 piles per fender; 48 piles total estimated maximum piles (final design to be by contractor).

• Clearance gauge (no additional area)

The existing fender system is 870 total SF, and the proposed fender system is 943 total SF (a difference of 73 SF). The replacement fender system will be constructed in the same general location and footprint as the existing system.

4.0 Construction Details

The existing fender system is anticipated to be removed using a barge mounted excavator or crane and the proposed fender system is anticipated to be constructed from the water, using a barge mounted crane. Existing piles are proposed to be cut below the mud line. Methods for installing the piles will be determined by the contractor but are anticipated to include pile driving

Navarre Beach Bridge Fender System Replacement Page 2 of 3 with a vibratory hammer from a barge mounted crane or excavator. The construction of the replacement is anticipated to occur during daytime hours.

Turbidity barriers will be installed around the work areas to protect water quality. Protected

Species Construction Conditions, NOAA Fisheries Southeast Regional Office, and FWC Standard

Manatee Conditions for In-water Work are proposed to be implemented during construction.

Site Photographs (April 2022)

One of the two existing bridge fenders

Fender collision damage and displaced section

Navarre Beach Bridge Fender System Replacement Page 3 of 3

Missing catwalk for pier access (a new catwalk will be constructed)

Missing/damaged decking on the fender

Navarre Beach Bridge Fender System Replacement General Permit Application

ATTACHMENT C

ENGINEERING EXHIBITS

JACKSONVILLE

DAYTONA BEACH

MELBOURNE -

COCOA

FT PIERCE

WEST

PALM

BEACH

FT LAUDERDALE

MIAMI

FT MYERS

NAPLES

SARASOTA -

BRADENTON

ST PETERSBURG

TAMPA

LAKELAND

ORLANDO

NEW PORT RICHEY

OCALA

GAINESVILLE

TALLAHASSEE

PANAMA

CITY

FORT WALTON

BEACHPENSACOLA

T U R

N P I

K E

BEE LINE

EXPRESSWAY

F L

O R I

D A

S

LAKE CITY

BARTOW

ST AUGUSTINE

KEY WEST

CHIPLEY

DELAND

https://goo.gl/maps/17auTwqNykH1BscU9

LOCATION OF PROJECT

GOVERNING DESIGN STANDARDS:

following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY 2022-23 Standard Plans for Road and

GOVERNING STANDARD SPECIFICATIONS:

THE BOARD OF COUNTY COMMISSIONERS

PLANS PREPARED BY:

ENGINEER OF RECORD: KYLE J. VARGHA, P.E.

P.E. NO.: 88474

NOTE: THE SCALE OF THESE PLANS MAY HAVE

(813) 875-1365

TAMPA, FL 33607

1408 N. WESTSHORE BLVD. SUITE 600

VOLKERT, INC.

KYLE J. VARGHA, P.E., NO. 88474

COMMISSIONERKERRY SMITH

COMMISSIONERRAY EDDINGTON

COMMISSIONERJAMES CALKIN

VICE-CHAIRSAM PARKER

CHAIRCOLTEN WRIGHT

DEPARTMENT OF PUBLIC WORKS

CONTRACT PLANS

C.R. NO. 399 OVER SANTA ROSA SOUND

SANTA ROSA COUNTY

FENDER SYSTEM REPLACEMENT

FDOT Standard Specifications for Roadway and Bridge Construction, July 2023.

CONTRACT NO. # 21-006

VENDOR NO: 63-0247014

CONTRACT NO: 21-006

kyle.vargha 1/13/2023 8:45:28 AM S:\Work - Florida\Santa Rosa County - Navarre Fender System\9 - CADD\struct\KeySheet01.dgn

B-1

FISCAL YEAR SHEET NO.

INDEX OF STRUCTURE PLANS

SHEET NO. SHEET DESCRIPTION

TO PENSACOLA

TO PENSACOLA

TO SR 8 (I-10)

TO FT. WALTON BEACH

TO SR 8 (I-10)

PROPOSED FENDER SYSTEM

STRUCTURE PLANS

60% SUBMITTAL

EXISTING BRIDGE PLANS

BX1-1 THRU BX1-11 EXISTING BRIDGE 580951

COUNTY PROJECT MANAGER : ANDREW HILLAND SUBJECT TO CHANGE

NOT FOR CONSTRUCTION

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B1-7

B1-6

B1-5

B1-4

B1-3

B1-2

B1-1

B-3

B-2

B-1

HYDROGRAPHIC SURVEY

FENDER ACCESS PLATFORM DETAILS

FENDER SYSTEM DETAILS (2 OF 2)

FENDER SYSTEM DETAILS (1 OF 2)

FENDER SYSTEM (2 OF 2)

FENDER SYSTEM (1 OF 2)

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

PLAN AND ELEVATION

GENERAL NOTES

SIGNATURE SHEET

KEY SHEET

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

KYLE J. VARGHA, P.E. NO. 88474

CERTIFICATE OF AUTHORIZATION: 00004641

TAMPA, FL 33607

1408 N. WESTSHORE BLVD., SUITE 600

VOLKERT, INC.

STATE OF

No 88474

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HGRAV .J ELY

K

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

STATE OF

No 73448

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ROBERT M. COAKER, P.E. NO. 73448

CERTIFICATE OF AUTHORIZATION: 00003777

MOBILE, AL 36619

5460 RANGELINE ROAD

SOUTHERN EARTH SCIENCES

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Date By Description

REVISIONS

Date By Description

KJV 01-23

Drawn By:

KJV 01-23

Designed by: ROAD NO. COUNTY FINANCIAL PROJECT ID

SHEET TITLE:

PROJECT NAME:

SANTA ROSA

CR-399

REF. DWG. NO.

SHEET NO.

SUBJECT TO CHANGE

NOT FOR CONSTRUCTION AND

DEPARTMENT OF PUBLIC WORKS

SANTA ROSA COUNTY

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AAC 01-23

Checked by:

BRIDGE NO. 580951

www.volkert.com

Phone: 813.875.1365

Tampa, FL 33607

1408 N. Westshore Blvd., Suite 600

Certificate of Authorization No. 4641

Volkert, Inc.

Kyle J. Vargha, PE 88474

AAC 01-23

Checked by:

B1-8

B1-7

B1-6

B1-5

B1-4

B1-3

B1-2

B1-1

B-3

B-2

B-1

HYDROGRAPHIC SURVEY

FENDER ACCESS PLATFORM DETAILS

FENDER SYSTEM DETAILS (2 OF 2)

FENDER SYSTEM DETAILS (1 OF 2)

FENDER SYSTEM (2 OF 2)

FENDER SYSTEM (1 OF 2)

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

PLAN AND ELEVATION

GENERAL NOTES

SIGNATURE SHEET

KEY SHEET

B1-8

B1-7

B1-6

B1-5

B1-4

B1-3

B1-2

B1-1

B-3

B-2

B-1

HYDROGRAPHIC SURVEY

FENDER ACCESS PLATFORM DETAILS

FENDER SYSTEM DETAILS (2 OF 2)

FENDER SYSTEM DETAILS (1 OF 2)

FENDER SYSTEM (2 OF 2)

FENDER SYSTEM (1 OF 2)

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

PLAN AND ELEVATION

GENERAL NOTES

SIGNATURE SHEET

KEY SHEET

B1-8

B1-7

B1-6

B1-5

B1-4

B1-3

B1-2

B1-1

B-3

B-2

B-1

HYDROGRAPHIC SURVEY

FENDER ACCESS PLATFORM DETAILS

FENDER SYSTEM DETAILS (2 OF 2)

FENDER SYSTEM DETAILS (1 OF 2)

FENDER SYSTEM (2 OF 2)

FENDER SYSTEM (1 OF 2)

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

PLAN AND ELEVATION

GENERAL NOTES

SIGNATURE SHEET

KEY SHEET

B1-8

B1-7

B1-6

B1-5

B1-4

B1-3

B1-2

B1-1

B-3

B-2

B-1

HYDROGRAPHIC SURVEY

FENDER ACCESS PLATFORM DETAILS

FENDER SYSTEM DETAILS (2 OF 2)

FENDER SYSTEM DETAILS (1 OF 2)

FENDER SYSTEM (2 OF 2)

FENDER SYSTEM (1 OF 2)

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

PLAN AND ELEVATION

GENERAL NOTES

KEY SHEET

B-2

SIGNED AND SEALED BY:

THIS DOCUMENT HAS BEEN DIGITALLY

ELECTRONIC COPIES.

THE SIGNATURE MUST BE VERIFIED ON ANY

NOT CONSIDERED SIGNED AND SEALED AND

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

STRUCTURES PLANS

SHEET DESCRIPTIONSHEET NO.

SIGNED AND SEALED BY:

THIS DOCUMENT HAS BEEN DIGITALLY

ELECTRONIC COPIES.

THE SIGNATURE MUST BE VERIFIED ON ANY

NOT CONSIDERED SIGNED AND SEALED AND

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SHEET DESCRIPTIONSHEET NO.

GEOTECHNICAL PLANS

R E

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C

WEHTTAM T

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O R

FENDER SYSTEM REPLACEMENT

NAVARRE BEACH BRIDGE

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Date By Description

KJV 01-23

Drawn By:

KJV 01-23

Designed by: ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF PUBLIC WORKS

SANTA ROSA COUNTY

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AAC 01-23

Checked by:

BRIDGE NO. 580951

www.volkert.com

Phone: 813.875.1365

Kyle J. Vargha, PE 88474

AAC 01-23

Checked by:

GENERAL NOTES

ALL ELEVATIONS REFER TO NAVD 88.

C. VERTICAL DATUM:

TRAFFIC PER COAST GUARD REQUIREMENTS AND THE APPROVED PLAN.

TIMES TO OPEN THE BRIDGE AND CLEAR THE CHANNEL TO MARINE

GUARD SUBMITTAL. THE CONTRACTOR SHALL BE PREPARED AT ALL

REQUESTS ARE TO BE REVIEWED BY THE ENGINEER PRIOR TO COAST

AT LEAST THIRTY (30) DAYS IN ADVANCE OF SUCH RESTRICTION. ALL

3. THE CONTRACTOR SHALL NOTIFY THE U.S. COAST GUARD IN WRITING

APPROVED.

TRAFFIC. NO WORK SHALL COMMENCE UNTIL THE PLAN HAS BEEN

THE NAVIGATION CHANNEL OR OPENING OF THE BRIDGES TO MARINE

TRAFFIC. THE PLAN SHALL IDENTIFY ALL WORK WHICH WILL RESTRICT

WHICH WILL LEAST INTERRUPT THE NORMAL OPERATION OF MARINE

APPROVAL A MARINE TRAFFIC CONTROL PLAN INCLUDING A SCHEDULE

2. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER FOR

TRAFFIC ARE PERMITTED.

TO U.S. COAST GUARD APPROVAL, LIMITED RESTRICTIONS TO MARINE

SHALL BE PERFORMED WITHIN OR OVER AN ACTIVE CHANNEL. SUBJECT

THROUGHOUT THE PROJECT, EXCEPT AS NOTED HEREIN. NO WORK

1. THE WATERWAY SHALL REMAIN OPEN TO MARINE TRAFFIC

E. MAINTENANCE OF NAVIGATION CHANNEL:

BY CONTRACT DOCUMENTS.

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS AMENDED

AND APPLICABLE STANDARD PLANS INTERIM REVISIONS, AND 2023-2024

FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2022-2023 STANDARD PLANS

B. GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS:

FENDER SYSTEM GENERAL NOTES

HORIZONTALLY OR VERTICALLY UNLESS OTHERWISE NOTED.

ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET, EITHER

D. PLAN DIMENSIONS:

GENERAL NOTES

B-3

3. FDOT DESIGN MANUAL, DATED JANUARY 2023.

2023.

INTERIM REVISIONS SPECIFIED IN THE FDOT STRUCTURES MANUAL, JANUARY

(AASHTO), LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION (2020) WITH

2. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

JANUARY 2023.

1. FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), STRUCTURES MANUAL,

A. DESIGN SPECIFICATIONS:

SPECIFICATIONS.

OFFSITE BY THE CONTRACTOR IN ACCORDANCE WITH THE STANDARD

THE WATER. ALL DEMOLITION DEBRIS SHALL BE DISPOSED OF

PREVENT ANY DEMOLITION OR CONSTRUCTION DEBRIS FROM ENTERING

3. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO

DAYS PRIOR TO REMOVING ANY OF THE EXISTING STRUCTURE.

2. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT IN WRITING 60

OF REMOVAL.

1. SEE PLAN AND ELEVATION SHEET, AND BID ITEM NOTES FOR LIMITS

F. REMOVAL OF EXISTING FENDER SYSTEM:

SPECIFICATIONS SECTION 973.

SHALL BE IN ACCORDANCE WITH ASTM A240 TYPE 316. FRP WALE SPLICE PLATES SHALL BE IN ACCORDANCE WITH

WALE SPLICE PLATES: PROVIDE FRP OR STAINLESS STEEL WALE SPLICE PLATES. STAINLESS STEEL WALE SPLICE PLATES13.

" FROM FRONT FACE OF WALES.2

1GALLING AND SEIZING DURING TIGHTENING. RECESS HARDWARE A MINIMUM OF

KEEP THE THREADS ON BOLTS, THREADED BARS AND NUTS FREE FROM DIRT, COARSE GRIME AND SAND TO PREVENT

RODS AND NUTS UNDER HEADS AND NUTS, TORQUE NUTS ON 1" DIAMETER BOLTS AND THREADED BARS TO 150 LB-FT, ACCORDANCE WITH ASTM F593 TYPE 305. FURNISH STAINLESS STEEL WASHERS COMPATIBLE WITH BOLTS, THREADED

STAINLESS STEEL NUTS IN ACCORDANCE WITH ASTM F594 TYPE 316. FURNISH STAINLESS STEEL SCREWS IN

F593 TYPE 316. FURNISH STAINLESS STEEL THREADED BARS IN ACCORDANCE WITH ASTM A193 GRADE B8M. FURNISH

BOLTS, THREADED BARS, NUTS, SCREWS AND WASHERS: FURNISH STAINLESS STEEL BOLTS IN ACCORDANCE WITH ASTM12.

DESIGN STANDARDS INDEX 510-001.

NAVIGATION LIGHTS: PROVIDE AND INSTALL NAVIGATION LIGHTS IN ACCORDANCE WITH SPECIFICATIONS SECTION 510,101

DESIGN STANDARDS INDEX 510-001.

DRAWINGS. PROVIDE AND INSTALL CLEARANCE GAUGE LIGHTS IN ACCORDANCE WITH SPECIFICATIONS SECTION 510 AND

CLEARANCE GAUGES, MINIMUM CLEARANCE SIGNS AND THEIR ASSOCIATED SUPPORT/ATTACHMENT SYSTEMS IN THE SHOP

SPECIFICATIONS SECTION 700 AND THAT ARE A MINIMUM OF 0.08 INCHES THICK. INCLUDE COMPLETE DETAILS OF THE

CLEARANCE GAUGES AND LIGHTS: PROVIDE CLEARANCE GAUGES AND MINIMUM CLEARANCE SIGNS IN ACCORDANCE WITH 10.

SECTION 973.

FRP HANDRAILS: PROVIDE THERMOPLASTIC STRUCTURAL SHAPES FOR HANDRAILS IN ACCORDANCE WITH SPECIFICATIONS9.

RECOMMENDATIONS USING STAINLESS STEEL #10 X 3" (MINIMUM) DECK SCREWS.

CATWALKS IN ACCORDANCE WITH SPECIFICATIONS SECTION 973. INSTALL DECKING ACCORDING TO MANUFACTURER'S

FRP DECKING FOR CATWALKS: PROVIDE 2" X 12" (NOMINAL) THERMOPLASTIC STRUCTURAL SHAPES FOR DECKING FOR8.

SECTION 973. PROVIDE CONTINUOUS WALES WITH SPLICES ONLY AT LOCATIONS SHOWN ON THE PLANS.

WALES: PROVIDE FIBER REINFORCED THERMOPLASTIC STRUCTURAL SHAPES FOR WALES IN ACCORDANCE WITH SPECIFICATIONS 7.

ARE NOT ALLOWED.

SECTION 973. INSTALL ALL PILES PLUMB AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PILE SPLICES

PILES: PROVIDE FIBER REINFORCED THERMOPLASTIC STRUCTURAL SHAPES FOR PILES IN ACCORDANCE WITH SPECIFICATIONS6.

BEGINNING OF CONSTRUCTION OF THE FENDER SYSTEM

U.S. COAST GUARD NOTIFICATION: NOTIFY THE LOCAL OFFICE OF THE U.S. COAST GUARD AT LEAST 30 DAYS PRIOR TO5.

MLW ELEVATION = -0.36 FT

MHW ELEVATION = 0.93 FT

CHANNEL DEPTH = 18.9 FT

1/2 OF 100-YR SCOUR ELEVATION = XX FT

REQUIRED EAC = 455 K-FT

MAXIMUM ALLOWABLE FENDER SYSTEM DEFLECTION = XX FT AT ENDS, XX FT REMAINDER

REQUIREMENTS STATED HEREIN:

USE THE FOLLOWING INFORMATION TO COMPLETE THE FENDER SYSTEM DESIGN MEETING THE SPECIFICATIONS AND THE 4.

CONCRETE CONTAINING FERROUS METAL STRANDS AND REINFORCING

TIMBER

DO NOT USE THE FOLLOWING MATERIALS FOR PILE OR WALE MEMBERS IN THE DESIGN OF THE FENDER SYSTEM:3.

PROVIDE FENDER SYSTEMS IN ACCORDANCE WITH SPECIFICATIONS SECTION 471.2.

EXISTING FENDER SYSTEM AND FENDER ACCESS PLATFORM TO BE REMOVED IN ITS ENTIRETY.1.

FENDER SYSTEM GENERAL NOTES

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Date By Description

Drawn By:

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Designed by:

KJV 01-23

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF PUBLIC WORKS

SANTA ROSA COUNTY

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BRIDGE NO. 580951

www.volkert.com

Phone: 813.875.1365

Kyle J. Vargha, PE 88474

Checked by:

AAC 01-23

PLAN

ELEVATION

96'-0"144'-0"96'-0"

¡ CHANNEL

MIN. CLEAR CHANNEL

125'-0"

-1

-1

-1

5-

4-

-1

-1

¡ PIER (TYP.)

SYSTEM

NEW FENDER

¡ BRIDGE

SYSTEM

NEW FENDERTO BE REMOVED

EXIST. FENDER SYSTEM

TO BE REMOVED

EXIST. FENDER SYSTEM

TO BE REMOVED

EXIST. FENDER SYSTEM

MUDLINE

EXIST.

B

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BRIDGE NO. 580951

E E EF F

F F

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F F

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DIRECTION OF STATIONING

-10

-20

-30

-10

-20

-30

PLAN AND ELEVATION

B1-1

B-1

B-2

B-3

B-4

P I

P I

P I

P I

P I

MHW = 0.93MLW = -0.36

(PROPOSED FENDER SYSTEM NOT SHOWN FOR CLARITY)

LEGEND

INDICATES SOIL BORING LOCATION

50/3"

50/3"

50/3"

16 FT WATER

WOOD with Shell

Loose Gray SAND with Silt and Shell (SP-SM)

Loose Brown SAND with Silt (SP-SM)

Soft Brown Organic SILT (OL)

Very Loose Brown Silty SAND with Shell (SM)

Medium Dense Brown and Tan SAND with Shell (SP-SM)

Very Dense Gray and Brown Silty SAND (SM)

Very Dense White and Brown SAND with Silt (SP-SM)

Very Dense White and Tan SAND (SP)

No Recovery

12 FT WATER

Very Loose to Loose Brown and Tan SAND with Silt and Shell (SP-SM)

Medium Dense Brown SAND with Silt (SP-SM)

WOOD

Medium Dense Brown SAND with Silt (SP-SM)

WOOD

Dense Tan and Brown SAND with Silt (SP-SM)

Medium Dense Tan and Gray SAND (SP)

Very Dense Gray SAND with Silt (SP-SM)

MC=22.9

B-1

DATE DRILLED: 10/11/22

LA…