Attachment - Specifications.pdf

APOSTLE ISLANDS NATIONAL LAKESHORE

BAYFIELD, WISCONSIN

REPAIR DAMAGED SAND ISLAND EAST BAY DOCK

PMIS 280452

SCOPE OF WORK

& PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

1/14/2021

TABLE OF CONTENTS

MAPS

Map 1 – Apostle Islands National Lakeshore Map 2 – Apostle Islands National Lakeshore Sand Island

DIVISION 01 - GENERAL REQUIREMENTS

Section 01 10 00 - Division 01 Short Form General Requirements

ATTACHMENTS

Photographs

APPENDIX

Drawing – A100 Sand Island East Bay Dock

SECTION 01 10 00

DIVISION 1 SHORT FORM GENERAL REQUIREMENTS

PART 1 – GENERAL

ITEM 1 - DESCRIPTION OF WORK

1.1 Background:

A. The SAEB dock was constructed in 2016 with a gapped steel crib structure design to allow the transport of sediment through the structure. The steel cribs were filled with improper granular material and as a result a portion of the dock failed over the 2018-2019 winter and spring and the 2019-2020 winter and spring.

1.2 Work Covered by the Contract Documents:

A. Project Location: Sand Island East Bay, Apostle Islands National Lakeshore, Bayfield, WI.

B. Work consists of: Encapsulating the perimeter of the existing dock with sheet piling, demolishing the existing concrete cap and leaving in place as fill, filling encapsulated dock with large rock fill, pouring a concrete cap, and installing cleats for mooring vessels. Please refer to drawings “A100 Sand Island East Bay Dock”.

a. Sheet pile installation: Driving 190 lineal feet of 3/8” thick interlocking hot rolled PZ 22 sheet pile parallel to the existing bin wall portion of the dock (please refer to drawing A100) and as close to the dock as possible to connect to the waler. Sheet piling must be driven to a depth of at least 6 feet below lakebed to ensure structural integrity and to avoid impact by environmental conditions.

b. Fender Installation: Installation of 190 lineal feet of 3”x12” treated timber to the exterior of the sheet piling. Timber should be level with the top of the finished dock.

c. Demolition of existing concrete dock decking which will be Demoed and left in bin walls as fill.

d. Installation of wide bent plate cap on top of the sheet pile (sheet pile cap). This cap will be installed to create a level transition from the sheet pile to the new concrete cap.

e. Install remaining cobble fill as necessary to create an appropriate foundation to install concrete cap.

f. Installation of reinforced concrete cap. #5 rebar shall be placed at 1’ on center within the concrete cap. Concrete cap to be at least 8” thick and slightly crowned to avoid water pooling on dock surface.

g. Installation of the cleats which will be through anchored to provide appropriate mooring points for marine vessels. Salvage and reinstall mooring cleats from the existing dock.

Reinstall in the same locations/ spacing as on the current footprint.

h. All items above shall be completed per Drawing A100.

i. All miscellaneous demolition and modifications required to install the dock as designed is the responsibility of the contractor. Removal of existing rub rails would be an example of an item that would need to be removed to complete this scope.

C. Period of Performance (POP): 90 calendar days from Notice to Proceed (NTP). This accounts for time for the contractor to plan out the project including preliminary submittals prior to being on site, mobilization, material lead times, weather conditions, construction execution, demobilization, etc.

ITEM 2 - EXISTING UTILITIES

2.1 Existing Utilities: There are no existing utilities at this project site.

ITEM 3 - CONTRACTOR’S USE OF PREMISES

3.1 Conduct of Operations: At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by the Park Superintendent.

A. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer’s Representative (COR)/ Contracting Officer (CO).

B. Smoking is not permitted within any Federal building or within 25 feet of entrances, operable windows, or outdoor air intakes.

C. Pubic Use of Site: Contractor shall at all times conduct operations to ensure the least inconvenience to the public.

a. Contractor shall at all times conduct his operations to ensure the least inconvenience to the public.

b. Contractor shall take all necessary and reasonable steps to minimize conflicts and disruption of public access to the lakeshore, comfort stations, campground, and kayak landing/launching. The use of temporary signage and traffic control measures to ensure public safety during construction traffic and movement is required.

c. Contractor shall carefully plan high volumes of construction traffic for material delivery and movement of heavy equipment, to avoid peak usage hours of public whenever possible.

d. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the COR.

e. Use of the Sand East Bay Dock during the construction process must be coordinated with the COR/ CO.

3.2 On-site work hours: Work shall be generally performed during normal business working hours of 8 a.m. to 5 p.m., Monday through Friday, except when otherwise indicated.

A. Work on Saturdays, Sundays, Federal holidays, early morning, or at night may not be performed without prior consent from the COR/ CO. Submit requests for work outside of the stated normal business hours to the COR/CO for approval at least 48 hours in advance of the work.

3.3 Contractor Use of Site:

A. General: Contractor shall have limited use of the site for construction operations. Limit use of premises to lake adjacent to dock, if staging on shore is needed the contractor shall coordinate with the NPS COR. Do not disturb portions of project site beyond areas in which the work is indicated.

B. Limits: Confine operations to area of and immediately adjacent to Sand Island East Bay dock.

C. Security and Protection facilities installation:

1. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

2. Cleaning of Equipment: The Contractor shall ensure that prior to moving on to the Project Area, all equipment, is free of soil, seeds, vegetative matter, or other debris that could contain or hold seeds. Ensure that all equipment has been pressure washed and is free of exotic species prior to start-up of operations and moving of equipment to Project Area. Equipment shall be considered free of soil, seeds, and other debris when a visual inspection does not disclose such material. Disassembly of equipment components or specialized inspection tools are not required.

3. Site Enclosure Fence: Before construction operations begin, furnish and install a construction barrier to shore that will prevent people and animals from easily entering site and or storage areas except by entrance gates.

a. Extent of Fence: As required to enclose portion determined sufficient to accommodate construction operations and storage

3.4 Storage - Staging Areas: Coordinate with COR if required.

3.5 Preservation of Natural Features:

A. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government. Replacements must be approved by the COR/CO in advanced.

B. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with COR/ CO and remove agreed-on roots and branches that interfere with construction.

C. Do not fasten ropes, cables, or guys to existing trees.

D. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

3.6 Hauling Restrictions:

A. Match State of Wisconsin, Bayfield County, and Town of Russel road requirements for all park work/access. Restrictions typically in place from early March until the first or second week of May depending on environmental conditions. Please refer to wisconsindot.gov for state requirements.

B. Comply with all legal load restrictions in the hauling of materials.

3.7 Housekeeping

A. Keep project neat, orderly, and in a safe condition at all times. Store and use equipment, tools, and materials in a manner that does not present a hazard. Immediately remove all hazardous rubbish. Do not allow rubbish to accumulate. Provide onsite containers for collection of rubbish and dispose of it at frequent intervals during progress of work.

B. Dispose of waste materials legally off NPS property.

3.8 Occupancy Requirements for Buildings:

A. Existing Buildings: NA

B. New Buildings: NA

3.9 Photo Documentation:

All photos shall be in focus, show maximum range of depth of field general photo and then close up detail photo as needed. Shall be in JPEG digital form and submitted via email to the COR/CO prior to project completion.

A. Existing Condition Images: Before starting construction, take color, dated, digital images of project site and adjacent property/roads/etc. that may be impacted by construction activity/traffic.

Include existing items to remain or be salvaged from different vantage points and with context for location identification.

B. Construction Images:

1. Maintain organized index for photos with date, description, etc.

2. Additional images as needed when questions or emergency situations occur. Submit within 24 hours.

3.10 Fire and Life Safety:

As a minimum, conduct one weekly 15-minute "toolbox" safety meetings. These meetings shall be conducted by a foreman or supervisor and attended by all construction personnel at the worksite. Topics need to coincide with work scheduled for the following week. Document and submit meeting minutes to the COR within one day after the meeting or contractor may document meeting minutes on the daily logs.

A. Comply with the requirements of NFPA 241 (Standard for Safeguarding Construction, Alteration, and Demolition Operations). Please refer to www.nfpa.org.

B. Store and handle hazardous materials in accordance with manufacturer’s and OSHA 29CFR1926 Subpart D requirements. Maintain readily available, on site, MSDS/Safety Data Sheets (SDS) for each chemical.

i. Immediately report all spills of hazardous materials to the COR/ CO and National Park Service Emergency Dispatch.

ii. Maintain a spill emergency response kit.

iii. Train employees how to respond to a spill and use the emergency response kit.

3.11 Noise and Acoustics Management:

A. Noise Control: Perform noise-producing work in less sensitive hours of the day or week as directed by the COR.

B. Repetitive and/or intermittent, high-level noise: Permitted only during Daytime.

ITEM 4 - COMMENCEMENT, PROSECUTION, AND COMPLETION

4.1 The Contractor shall commence work in accordance with the terms and conditions of the contract.

(Block 11 of the SF 1442 or relevant section of the award document)

ITEM 5 - EXAMINATION OF THE SITE

5.1 All bidders are urged to visit the job site and examine existing conditions before submitting bids. All bidders will be held to have the same knowledge concerning the site and the on-ground conditions as if they had inspected the job site.

ITEM 6 - ABBREVIATIONS

6.1 The list of abbreviations, which may be used in the Construction Specifications or Special Provisions, refer to the organizations and specifications of the organizations may be found at the below https://www.nps.gov/orgs/1671/do-business-with-us.htm

ITEM 7 - ACCIDENT PREVENTION

7.1 Description: The work of this section consists of establishing and implementing an effective accident prevention plan and providing a safe environment for all personnel and visitors.

A. It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary personal protective equipment in good repair at all times. As a minimum, maintain four additional hard hats and all other APP required equipment.

7.2 Submittals:

A. Accident Prevention Plan: Submit for approval a site-specific accident prevention plan within

10 days of NTP. The Plan shall be written to comply with OSHA and project requirements (a generic plan is not acceptable) including but not limited to the following:

https://www.nps.gov/orgs/1671/do-business-with-us.htm

1. Name and qualifications of responsible supervisor to carry out the plan.

2. First aid and rescue procedures. Provide current certification for first aid/CPR of designated individual.

3. Training, both initial and continuing.

4. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to provide for property protection and safety of the public, National Park Service personnel, and Contractor's employees. Identify the work included under each phase, with a Job Hazard Analysis (JHA)/Job Safety Analysis (JSA), etc.

5. Planning for possible emergency situations. Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property.

6. Contractor to identify nearest location of medical facility for emergencies.

7. Recognition that work will be performed in remote areas with limited communication or cell phone coverage.

8. Supplemental hazard specific plans may be required IAW 29 CFR 1926 or 1910.

7.3 Qualification of Employees:

A. Ensure that employees are physically qualified to perform their assigned duties in a safe manner to include operators of vehicles and equipment. Provide operating instructions for all equipment.

B. Do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.

7.4 Accident Reporting: The Contractor shall report all accidents to the COR/ CO immediately and assist the COR/CO and other officials as required in the investigation of the accident.

7.5 First Aid Facilities: Provide adequate facilities for the number of employees and appropriate to the hazards associated with the types of ongoing construction work at the site.

7.6 Emergency Instructions: Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

7.7 Personal Protective Equipment (PPE): It is the Contractor's responsibility to require all those working on or visiting the site to wear necessary protective equipment at all times.

A. PPE must meet requirements of applicable ANSI standards. Selection shall conform to OSHA 29CFR 1926 Subpart E.

B. A hard hat use area shall be designated by the Contractor. The hard hat area shall be posted by the Contractor in a manner satisfactory to the COR.

C. It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary PPE. All PPE will be serviceable at all times. At a minimum, maintain sets of PPE for each individual on site including hard hats and all other Accident Prevention Plan required equipment.

7.8 Hazardous Materials: It shall be the responsibility of all operators and contractors, functioning within the park to properly cleanup, mitigate and remediate if necessary, all unauthorized discharges of hazardous materials or non-hazardous chemical and biological products released from fleet and/or other support vehicles or stationary sources. Response shall be consistent with guidelines established by federal, state and local regulations, and as outlined within the operator's Safety or Accident Prevention Plan.

ITEM 8 - PRECONSTRUCTION CONFERENCE

8.1 Preconstruction Conference Information can be found in the clause package.

ITEM 9 - SUBMITTALS

9.1 General Submittal Procedures:

General: Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual specific sections. CM-16 Transmittal Form: All submittals shall be transmitted via email using National Park Service form CM-16 form. The form will be provided by the Contracting Officer. No action will be taken on a submittal item unless accompanied by the CM-16 transmittal form.

Contractor shall submit to COR and CO.

1. Documents to be submitted to Contracting Office before Notice to Proceed (NTP) will be issued (all are due 10 days after notice of contract award):

1. Signed Contract

2. Alternative Payment Protection - Must provide either a Payment

Bond or Irrevocable Letter of Credit for construction contracts greater than $35,000, but not greater than $150,000

a. Payment Bonds - Must be provided for construction contracts exceeding $150,000

b. Performance Bond - Must be provided for any construction contracts exceeding $150,000

3. Certificate of Liability Insurance

4. Letter Designating the Project Manager and Site Superintendent and their authority as it pertains to this project

If all of the documents listed above have not been received, Notice to Proceed will not be issued, and the Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued.

2. Documents to be submitted to Contracting Office after NTP has been issued and work can be performed on-site/begin (all are due 10 days after issuance of NTP):

The following submittals shall be submitted with a CM_16 transmittal cover to the CO/COR and submitted for approval as outlined below:

1. Work/Project Schedule -- delineating the various stages of work by phase (milestones)

2. Contractor shall provide, when applicable but not limited to, copies of product specifications, manufacturer’s literature and installation instructions of all materials and products to be furnished and installed. COR will verify that product specifications meet contract requirements.

3. Safety/Accident Prevention Plan

4. Documentation of licensing or certification as an approved installer by manufacturer of materials to be used.

5. List of individuals working on the project

6. SF1413 – Statement of prime contractor/ acknowledgement of subcontractor

7. Safety Data Sheets (SDS) for all applicable materials (if applicable)

3. The following submittals are required to be submitted before final payment is made:

1. Contractor is required to provide at the end of the project a series of before, during and after pictures of what was completed. The pictures will include all areas the contractor is authorized to work on. This document will be reviewed weekly to ensure compliance to the contract.

2. Manufacturers recommended care and cleaning requirements (if applicable)

3. Receipts from recycling companies showing quantity of material being recycled.

4. Warranty documentation for workmanship (as outlined in the

Specifications/Statement of Work: Start date of warranty will be the date shown on the Final Inspection Checklist/Report)

5. Product warranties (if applicable)

6. Pay applications

7. Certified payrolls

8. Contractor quality control daily reports (any outstanding)

9. Release of Claims - must be for the full amount of the contract (to include modifications)

10. SF1413 (any outstanding) - Statement of prime contractor/ acknowledgement of subcontractor

11. Drawings/pictures (if applicable), etc.

12. Testing Reports (if applicable)

13. Final Inspection Checklist/Report (initiated by the COR, all parties sign once complete)

A. Submittal List: A submittal list has been attached to the end of this Specification Section. The intent is to provide an overall summary of submittal requirements and not a comprehensive list. The requirements of the individual Specification Sections, terms and conditions of the Contract still apply regardless of what is shown on the submittal list.

B. The items in the Submittal List shall be submitted in accordance with the “Date Completed” column. If all of these documents have not been received in the timeframe outlined in the column, the Notice to Proceed will not be issued, and the Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued. Contracting Officer will notify the Contractor of tentative date for the Pre- Construction Conference after contract award.

Deliverable Description Quantity/ Format

Date Completed

1. Signed Contract

Electronic Copy

10 days after Notice of Award

2. Payment Bond/Performance Bond or irrevocable letter of credit.

Electronic Copy

10 days after Notice of Award

3. Satisfactory evidence of liability insurance coverage and workman’s compensation for the Contactor and all subcontractors.

Electronic Copy

10 days after Notice of Award

4. Letter designating Project Superintendent and Site Superintendent and their authority as it pertains to this project.

10 days after Notice of Award

5. Documentation of licensing or certification as an approved installer by manufacturer of materials to be used.

10 days after Notice to Proceed

6. Progress Schedule Electronic Copy

10 days after Notice to Proceed

7. List of individuals working on the project

10 days after Notice to Proceed

8. Safety/ Accident Prevention Plan Electronic Copy

10 days after Notice to Proceed

9. Product Specifications manufacturer’s literature and installation instructions of all materials (when applicable)

Electronic Copy

10 days after Notice to Proceed

10. List of all subcontractors Electronic Copy

10 days after Notice to Proceed

11. Written statements from subcontractors certifying compliance with applicable labor standard clauses (SF1413).

Electronic Copy

10 days after Notice to Proceed

12. Safety Data Sheets (SDS) for all applicable materials (if applicable)

Electronic Copy

10 days after Notice to Proceed

13. Required photographs - before, during and after pictures of what was completed.

Electronic Copy

120 days after Notice to

14. Manufacturers recommended care and cleaning requirements (if applicable)

Electronic Copy

15. Receipts from recycling companies showing quantity of material being recycled

Electronic Copy

16. Warranty documentation for workmanship

Electronic Copy

17. Product warranties (if applicable) Electronic

18. Pay applications Electronic

19. Certified payrolls Electronic

20. Contractor quality control daily reports (any outstanding)

Electronic Copy

21. Release of Claims - must be for the full amount of the contract (to include modifications)

Electronic Copy

22. SF1413 (any outstanding) - Statement of prime contractor/ acknowledgement of subcontractor

Electronic Copy

23. Shop Drawings/ As-builts, Pictures (if applicable), etc.

Electronic Copy

24. Testing Reports (if applicable) Electronic

25. Final Inspection Checklist/Report Electronic

9.2 Drawings, Product Data, and Samples: Contracting Officer Representative will provide sample cover sheet.

A. Drawings: Indicate Sheet piling size, quantity, type, and placement, Connection details including whaler, tie rod, splicing, and fender details.

1. Submit Shop Drawings according to Part 9.1 of this section to include one digital file (.PDF or .TIF) and two full size hardcopy documents to COR.

B. Product Data: Provide component construction, anchorage method, hardware, etc.

1. Submit Product Data according to Part 9.1 of this section to include one digital file (.PDF or .TIF) to be submitted with the as-builts.

C. For submittals specified above, forward submittals to Contracting Officer at least 5 business days before need for approval.

D. After approving submittals, Contracting Officer will return one copy to the Contractor. If submittals are not approved, Contracting Officer will return all copies to Contractor with reasons for rejection. Resubmit, identifying changes. Any work done before approval shall be at Contractor's own risk.

9.3 Approved Equals: If an item in this solicitation is identified as “brand name or equal” or lists more than 3 manufacturers, the purchase description reflects the characteristics and level of quality that will satisfy the Government’s needs. The salient physical, functional, or performance characteristics that “equal” products must meet are specified in the solicitation or relevant specification.

A. For each item proposed as an “approved equal,” submit supporting data, including:

1. Drawings and samples as appropriate.

2. Comparison of the characteristics of the proposed item with that specified.

3. Changes required in other elements of the work because of the substitution.

4. Name, address, and telephone number of vendor.

5. Manufacturer’s literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists. Describe availability of maintenance service, and state source of replacement materials.

B. A request for approval constitutes a representation that Contractor:

1. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.

2. Will provide the same warranties for the proposed item as for the item specified.

3. Has determined that the proposed item is compatible with interfacing items.

4. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

5. Waives all claims for additional expenses that may be incurred as a result of the substitution.

C. Approved Equals will be evaluated and approved/disapproved during the submittal process.

9.4 Progress Schedules: Within 10 days after issuance of NTP and before beginning any work, submit Progress Schedule. Contracting Officer Representative and Contracting Officer will review the Progress Schedule for format and content. Submit Progress Schedule electronically (normally in gantt chart format) showing estimated starting and completion dates for each part of the work. The first progress payment will not be issued until an acceptable progress schedule is submitted. The following information must accompany submission of progress schedules prior to processing any pay application:

A. Daily/weekly progress reports during construction as part of the administration process.

B. Schedule of Values: Breakdown each lump-sum item into component work activities used in the schedule, for which progress payments may be requested. The Schedule of Values will form the basis for payment. The work activities broken out within the schedule of values shall be integrated into and made a logical part of the construction baseline schedule submitted under this specification. The total costs for the component work activities shall equal the contract price for that lump-sum item. The Contracting Officer may request data to verify accuracy of dollar values.

A sample Schedule of Values will be provided by the Contracting Officer Representative.

ITEM 10 – TEMPORARY SERVICES

10.1 Description: The work of this section consists of providing temporary services required for Contractor's performance of the work of this Contract.

10.2 Fire Prevention and Protection:

A. Hazard Control: Take all necessary precautions to prevent fire during construction.

ITEM 11 - PROJECT CLOSEOUT

11.1 Description: The work of this section consists of final cleanup, closeout submittals, final inspection procedures, and safety precautions.

11.2 Cleaning: Remove all tools, equipment, surplus materials, and rubbish. At time of final inspection, project shall be thoroughly clean and ready for use.

11.3 Final Inspection: Submit request for final inspection, must be to the COR/Contracting Officer in writing. The COR or designee will make an inspection within 10 days of receipt of request or at a mutually agreeable time.

A. If the work is determined to be substantially complete, following the final inspection, the COR will prepare a Punch List.

B. If the work is not determined to be substantially complete following the final inspection, the

Contracting Officer will notify Contractor in writing. Contractor shall request a new final inspection after completing the work. Re-inspection costs may be charged against the Contractor in accordance with the Inspection of Construction contract clause.

C. Contractor shall complete the Punch List within 15 calendar days.

D. If Contracting Officer determines that the work is not substantially complete; he will immediately notify Contractor in writing, stating reasons. After completing work, Contractor shall resubmit certification and request a new final inspection. Re-inspection costs may be charged against the Contractor in accordance with the Inspection of Construction contract clause.

E. If Contractor completes all items of work on the Punch List and all contractually required items, Contracting Officer will issue Letter of final acceptance of work.

F. If the Contractor fails to complete the work within the time frame, the Contracting Officer may correct the work with an appropriate reduction in contract price or charge for re-inspection costs in accordance with the Inspection of Construction contract clause.

G. Disposition of any permits and warranties required by the specifications in this section.

11.4 Acceptance of the Work: After all deficiencies have been corrected, a completely approved final inspection will be signed as written acceptance and will be issued to the Contractor. A Release of Claims document must be executed and submitted to the Contracting Officer before final payment can occur.

11.5 Warranties

A. Workmanship Warranty: 1-year Construction Warranty on all workmanship and labor shall be based on date of Final Inspection/Closeout Checklist acceptance completed by COR and contractor during the project closeout phase.

B. Product Warranties: Provide all Manufacturer Warranty (product/ material) information of products installed organized by Division. All contact information, extents and conditions shall be clearly noted as well as date of overall project Substantial Completion.

C. Information shall include operation and maintenance manuals for each warranted material.

END OF SECTION

ATTACHMENT

PHOTOGRAPHS

2020 Images

*Note: Dock conditions may have changed after the images above were taken due to additional enviornmental exposure.