POA-2024-00197_20260105_Permit2ndTrns.pdf

PDF 9 MB Posted May 7, 2026

Attached to: ITB 26-18-214518 ARRC Seward Freight Dock Expansion
Solicitation number: ITB 26-18-214518 ARRC Seward Freight Dock Expansion
Issued by: Kenai Peninsula Borough, Alaska

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Written by GovTribe AI · May 11, 2026

Seward Freight Dock Expansion Project Summary

This multi-agency consultation and permitting file documents the proposed expansion of the Alaska Railroad Corporation's (ARRC) Seward Marine Terminal Freight Dock in Resurrection Bay, Alaska, involving the U.S. Army Corps of Engineers (USACE), National Marine Fisheries Service (NMFS), U.S. Fish and Wildlife Service (USFWS), U.S. Department of Transportation Maritime Administration (MARAD), Alaska Department of Environmental Conservation (ADEC), and the City of Seward. The project involves extending the existing freight dock by 114 meters (375 feet) through three phases, including placement of approximately 134,800 cubic yards of fill below the high tide line over 4.75 acres, installation of sheet pile bulkheads, rock revetments, and mooring dolphins in Resurrection Bay. Construction activities will include vibratory and impact pile driving, fill placement, and road improvements, with in-water work anticipated to occur intermittently over approximately 12 months beginning November 2026 and lasting through May 2028. The project aims to improve cargo handling efficiency, accommodate larger vessels, and enhance dock safety and operations for freight customers.

The permitting documents establish comprehensive mitigation requirements and monitoring protocols including protected species observer (PSO) protocols, marine mammal shutdown and monitoring zones, and vessel operating procedures to minimize impacts to listed species including fin whales, humpback whales, Steller sea lions, and sunflower sea stars. ARRC commits to implementing an artificial reef mitigation project at a 1:1 ratio to offset 4.7 acres of filled tidal habitat, with Phase 1 construction estimated at $500,000 and subsequent phases funded contingently. The project received incidental take authorization for up to 2 fin whales, 13 Mexico Distinct Population Segment humpback whales, 1 Western North Pacific DPS humpback whale, and 790 Western DPS Steller sea lions through Level B harassment from pile driving noise, with no permanent hearing injury anticipated. Water quality certification from ADEC and biological opinions from NMFS and USFWS confirm compliance with the Clean Water Act Section 401, Endangered Species Act Section 7 consultation requirements, and Marine Mammal Protection Act provisions, with final permitting issued January 5, 2026.

View the file

Other files

File	Type	Posted
Bid Abstract 26-18-214518 Seward Freight Dock Expansion P1.pdf	PDF	Jun 17, 2026
Addendum No. 4 – ITB 26-18-214518 Seward Freight Dock Expansion P1 Construction.pdf	PDF	Jun 17, 2026
RFP 2526H244 Rural Airport Inspection Services Federally Funded.pdf	PDF	Jun 1, 2026
Addendum No. 3 – ITB 26-18-214518 Seward Freight Dock Expansion P1 Construction.pdf	PDF	Jun 1, 2026
ITB 26-18-214518 Seward Freight Dock Expansion.pdf.crdownload	CRDOWNLOAD file	Jun 1, 2026
Addendum No. 2 – ITB 26-18-214518 Seward Freight Dock Expansion P1 Construction.pdf.crdownload	CRDOWNLOAD file	May 20, 2026
Addendum No. 2 – ITB 26-18-214518 Seward Freight Dock Expansion P1 Construction.pdf	PDF	May 20, 2026
Addendum No. 1 – ITB 26-18-214518 Seward Freight Dock Expansion P1 Construction.pdf	PDF	May 15, 2026
USFW_MMPA.pdf	PDF	May 7, 2026
ITB 26-18-214518 Seward Freight Dock Expansion.pdf	PDF	May 7, 2026
State Wage Rates Pamplet 600 Issue 52 Effective April 1 2026.pdf	PDF	May 7, 2026

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DEPARTMENT OF THE ARMY

ALASKA DISTRICT, U.S. ARMY CORPS OF ENGINEERS

REGULATORY DIVISION

P.O. BOX 6898

JBER, AK 99506-0898

January 5, 2026

Regulatory Division

POA-2024-00197

Mr. Brian Lindamood Alaska Railroad Corporation 327 West Ship Creek Avenue Anchorage, Alaska 99506

Dear Mr. Lindamood:

Enclosed is the signed Department of the Army (DA) permit, file number POA-2024- 00197, Resurrection Bay, which authorizes the placement of fill material below the High Tide Line and the installation of piling below the Mean High Water Mark to expand the existing Alaska Railroad Corporation freight dock and construct a road. The project site is located within Section 3, T.1 S, R. 1 W., Seward Meridian; USGS Quad Map Seward A-7; Latitude 60.1194º N., Longitude -149.4246º W.; in Seward, Alaska. Also enclosed is a Notice of Authorization which should be posted in a prominent location near the authorized work.

If changes to the plans or location of the work are necessary for any reason, plans must be submitted to us immediately. Federal law requires approval of any changes before construction begins.

This permit should not be considered as an approval of the design features of any activity authorized or an implication that such construction is considered adequate for any purpose intended. It does not authorize any damages to private property, invasion of private rights, or any infringement of federal, state, or local laws or regulations.

Please contact me via email at Randal.P.Vigil@usace.army.mil, by mail at the address above, or by phone at (907) 201-5022, if you have questions.

Sincerely, Randal P. Vigil Chief, Southeast\North Central Section

Enclosures

United States Army Corps of Engineers Resurrection Bay

A permit to: Place fill material below the High Tide Line and the installation of piling below the Mean High Water Mark to expand an existing dock and construct a road at: Alaska Railroad Corporation freight dock_____________________________ has been issued to: the Alaska Railroad Corporation_____________________ on: January 5, 2026,___________ and expires: January 31, 2031.__________

Address of Permittee: 327 West Ship Creek Avenue, Anchorage, AK 99506.__

Permit Number:

Under “View”, change to Print View FOR: District Commander to see box to insert POA# Randal P. Vigil Chief, Southeast\North Central Section

REGULATORY DIVISION

ENG FORM 4336, Jul 81 (33 CFR 320-330) EDITION OF JUL 70 MAY BE USED (Proponent: CECW-O)

POA-2024-00197

ENG FORM 1721, Nov 86 EDITION OF SEP 82 IS OBSOLETE (33 CFR 325 (Appendix A))

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DEPARTMENT OF THE ARMY PERMIT

Permittee: Alaska Railroad Corporation (Brian Lindamood)

Permit No.: POA-2024-00197 (Resurrection Bay)

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

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 Corps of Engineers 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:

Dock expansion and road construction that will be in three phases. Expand the existing freight dock to allow for additional berthing and cargo unloading space. The dock will be extended by 375 feet in tidal waters by placing 134,800 cubic yards of fill material over 4.75 acres below the High Tide Line (approximate elevation +13.8 feet above the 0.0 foot contour) of Resurrection Bay.

Work would include installation of piles below the Mean High Water Mark (approximate elevation +9.7 feet above the 0.0 foot contour) the following totals are proposed for the project:

Temporary

· 60, 24-inch diameter steel piles

· 2,157 steel H-piles (in post-fill uplands)

Permanent

· 425 sheet piles

· 15 steel H-piles

· 14, 30-inch diameter round fender piles

· 4, 24-inch diameter round dolphin piles (to be removed and re-installed)

The road will replace an existing gravel rail yard access route with a two-lane gravel roadway 4,500 feet long with a 24-foot-wide driving surface. Up to 1,455 cubic yards of material will be excavated and up to 1,940 cubic yards of fill material will be placed in three wetlands (0.3 acres total) for road construction.

All work will be performed in accordance with the attached plan, sheets (sheets 1-14), dated April 12, 2024.

Project Location:

Section 3, T.1 S, R. 1 W., Seward Meridian; USGS Quad Map Seward A-7; Latitude 60.1194º N., Longitude -149.4246º W.; in Seward, Alaska.

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Permit Conditions:

General Conditions:

1. The time limit for completing the work authorized ends on January 31, 2031.

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 conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area.

3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and State coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places.

4. If you sell the property associated with this permit, you must obtain the signature of the new owner 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. This permit does not authorize the Permittee to take an endangered species, in particular the Fin Whale (Balaenoptera physalus), the Humpback Whale, Mexico DPS (Megaptera novaeangliae), the Humpback Whale, Western North Pacific DPS (Megaptera novaeangliae), Humpback Whale, Central America DPS (Megaptera novaeangliae), the Steller Sea Lion, Western DPS (Eumetopias jubatus), Sei Whale (Balaenoptera borealis), Blue whale (Balaenoptera musculus), the Gray Whale, Western North Pacific DPS (Eschrichtius robustus), the North Pacific Right Whale (Eubalaena japonica), the Sperm Whale (Physeter macrocephalus), the Killer Whale, Southern Resident DPS (Orcinus orca), or the Cook Inlet Beluga Whale (Delphinapterus leucas). 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 Biological Opinion (BO) under ESA Section 7, with “incidental take” provisions with which you must comply).

The enclosed Biological Opinion (BO) contains mandatory terms and conditions to implement the reasonable and prudent measures that are associated with “incidental take” that is also specified in the BO. Authorization under this permit is conditional upon compliance with all of the mandatory terms and conditions associated with incidental take of the enclosed BO, which terms and conditions are incorporated by reference in this permit. Failure to comply with the terms and conditions associated with incidental take of the BO, where a take of the listed species occurs, would constitute an unauthorized take, and it would also constitute noncompliance with this permit. The FWS or NMFS is the appropriate authority to determine compliance with the terms and conditions of its BO, and with the ESA.

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2. The permittee shall comply with the Federal Endangered Species Act. You must implement all of the mitigating measures identified in the enclosed U.S. Fish and Wildlife Service letter of concurrence (2024- 0094141, dated May 27, 2025), including those ascribed to the United States Army Corps of Engineers therein. If you are unable to implement any of these measures, you must immediately notify the United States Army Corps of Engineers and the U.S. Fish and Wildlife Office, so we may consult as appropriate, prior to initiating the work, in accordance with Federal law.

3. The permittee shall implement the Approved Mitigation Plan dated November 25, 2025, and attached as Seward Freight Dock Expansion, POA- 2024- 00197 Permittee Responsible Compensatory Mitigation Plan: Seward Living Reef.

4. Your use of the permitted activity must not interfere with the public’s right to free navigation on all navigable waters of the United States.

5. You must install and maintain, at your expense, any safety lights and signals prescribed by the United States Coast Guard (USCG), through regulations or otherwise, on your authorized facilities. The USCG may be reached at the following address and telephone number: Commander (dpw), 17th Coast Guard District, Post Office Box 25517, Juneau, Alaska 99802; or by telephone at (907) 463-2272.

6. The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers (USACE), 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.

7. Within 60 days of completion of the work authorized by this permit, the Permittee shall complete the attached “Self-Certification Statement of Compliance” form and submit it to: P.O. Box 6898, JBER, AK 99506-0898 and email to regpagemaster@usace.army.mil. If the completed work deviates in any manner from the authorized work, the Permittee shall describe the deviations between the work authorized by this permit and the work as constructed on the “Self-Certification Statement of Compliance” form. Additionally, updated plans must be submitted with the form. The description of any deviations on the “Self- Certification Statement of Compliance” form does not constitute approval of any deviations by the United States Army Corps of Engineers.

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).

2. Limits of this authorization.

a. This permit does not obviate the need to obtain other Federal, State, or local authorization 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.

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

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 revaluation 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 to comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost.

6. Extensions. General Condition 1 establishes a time limit for the completion of the activity authorized by this permit. Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision, USACE will normally give favorable consideration to a request for an extension of this time limit.

January 5, 2026

LOCATION MAP

DOCK

EXTENSION

LOCATION

SEWARD BOAT

HARBOR

TIDAL LEVELS

SEWARD FREIGHT

DOCK IMPROVEMENTS

T R O

A D

PORT AVE

VICINITY MAP

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BAY

CITY OF

SEWARD

POA-2024-00197

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SEWARD

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60.1194 LAT.

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ALASKA RAILROAD CORPORATION 327 WEST SHIP CREEK AVE ANCHORAGE, AK 99501

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EXPAND AND IMPROVE FREIGHT DOCK AND TRANSPORTATION CORRIDOR

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ALASKA RAILROAD CORPORATION 327 WEST SHIP CREEK AVE ANCHORAGE, AK 99501

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MLLW

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TO FREIGHT DOCK ROAD

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+13.8 FT

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MEAN HIGH WATER (MHW)

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MEAN LOWER LOW WATER (MLLW)

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HIGH TIDE LINE (HTL)

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+9.7 FT

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0.00 FT

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RESURRECTION BAY

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CITY OF SEWARD

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SHEET

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BY:

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IN:

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PURPOSE:

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ALASKA RAILROAD CORPORATION 327 WEST SHIP CREEK AVE ANCHORAGE, AK 99501

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DATUM: MLLW = O.0'

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LAT: 60.119403° NLONG:149.424646° WS: 3 T: 001S R:001W SEWARD MERIDIAN

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POA-1965-00034-M23

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PURPOSE:

0 300 600 900 FT

PROPOSED ROADWAY

SITE PLAN

SEWARD FREIGHT

DOCK IMPROVEMENTS

WETLAND LEGEND

POA-2024-00197

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SEWARD HIGHWAY

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AIRPORT ROAD

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PROPOSED FREIGHT DOCK ROAD

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PROPOSED CULVERT, TYP

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TO FREIGHT DOCK

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RESURRECTION BAY

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CITY OF SEWARD

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SHEET

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BY:

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IN:

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PURPOSE:

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ALASKA RAILROAD CORPORATION 327 WEST SHIP CREEK AVE ANCHORAGE, AK 99501

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DATUM: MLLW = O.0'

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LAT: 60.119403° NLONG:149.424646° WS: 3 T: 001S R:001W SEWARD MERIDIAN

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POA-1965-00034-M23

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PURPOSE:

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EXPAND AND IMPROVE FREIGHT DOCK AND TRANSPORTATION CORRIDOR

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PEM

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PSS/EM

AutoCAD SHX Text PUB, PUBHx, PABH

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PUB/EM

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RUBH

EEM

QUANTITIES

9 14

SEWARD FREIGHT

DOCK IMPROVEMENTS

DOCK AND REVETMENT FOOTPRINT QUANTITIES

DOCK FILL QUANTITIES

REVETMENT FILL QUANTITIES FOR SLOPE PROTECTION

POA-2024-00197

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RESURRECTION BAY

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CITY OF SEWARD

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SHEET

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BY:

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IN:

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PURPOSE:

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ALASKA RAILROAD CORPORATION 327 WEST SHIP CREEK AVE ANCHORAGE, AK 99501

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DATUM: MLLW = O.0'

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LAT: 60.119403° NLONG:149.424646° WS: 3 T: 001S R:001W SEWARD MERIDIAN

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POA-1965-00034-M23

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PURPOSE:

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EXPAND AND IMPROVE FREIGHT DOCK AND TRANSPORTATION CORRIDOR

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PROJECT TOTAL

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BELOW HTL

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BELOW MHW

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BELOW MLLW

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EXISTING FOOTPRINT - PHASE I (ACRES)*

AutoCAD SHX Text 0.27

AutoCAD SHX Text 0.24

AutoCAD SHX Text 0.22

AutoCAD SHX Text 0.00

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IN TIDAL WATERS

AutoCAD SHX Text 0.36

AutoCAD SHX Text 0.31

AutoCAD SHX Text 0.00

AutoCAD SHX Text 0.05

AutoCAD SHX Text 0.02

AutoCAD SHX Text 0.00

AutoCAD SHX Text 4.75

AutoCAD SHX Text 4.65

AutoCAD SHX Text 2.18

AutoCAD SHX Text 0.44

AutoCAD SHX Text 0.10

AutoCAD SHX Text 5.01

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EXISTING FOOTPRINT - PHASE II (ACRES)*

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EXISTING FOOTPRINT - PHASE III (ACRES)*

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NEW FOOTPRINT - FULL PROJECT (ACRES)

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NEW FOOTPRINT - PHASE I (ACRES)

AutoCAD SHX Text 2.81

AutoCAD SHX Text 2.80

AutoCAD SHX Text 1.96

AutoCAD SHX Text 1.72

AutoCAD SHX Text 1.63

AutoCAD SHX Text 0.18

AutoCAD SHX Text 1.92

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NEW FOOTPRINT - PHASE II (ACRES)

AutoCAD SHX Text 0.23

AutoCAD SHX Text 0.22

AutoCAD SHX Text 0.04

AutoCAD SHX Text 0.28

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NEW FOOTPRINT - PHASE III (ACRES)

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EXISTING FOOTPRINT - FULL PROJECT (ACRES)*

AutoCAD SHX Text 0.65

AutoCAD SHX Text 0.55

AutoCAD SHX Text 0.00

AutoCAD SHX Text 0.81

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*NEW FILL ON EXISTING DOCK AND SEDIMENT GROIN FOOTPRINT

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PROJECT TOTAL

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BELOW HTL

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BELOW MHW

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BELOW MLLW

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IN TIDAL WATERS

AutoCAD SHX Text 50,800

AutoCAD SHX Text 28,800

AutoCAD SHX Text 7,100

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AutoCAD SHX Text 58,700

AutoCAD SHX Text 28,800

AutoCAD SHX Text 35,900

AutoCAD SHX Text 19,900

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AutoCAD SHX Text 12,900

AutoCAD SHX Text 18,100

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AutoCAD SHX Text 50,800

AutoCAD SHX Text 7,100

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AutoCAD SHX Text 58,700

AutoCAD SHX Text 43,300

AutoCAD SHX Text 22,800

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BULK FILL - PHASE I (CY)

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BULK FILL - PHASE II (CY)

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BULK FILL - PHASE III (CY)

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BULK FILL - PROJECT TOTAL (CY)

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LAYER FILL - PHASE I (CY)

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LAYER FILL - PHASE II (CY)

AutoCAD SHX Text 1,800

AutoCAD SHX Text 1,000

AutoCAD SHX Text

AutoCAD SHX Text 2,300

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LAYER FILL - PHASE III (CY)

AutoCAD SHX Text 55,800

AutoCAD SHX Text 33,800

AutoCAD SHX Text

AutoCAD SHX Text 68,400

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LAYER FILL - PROJECT TOTAL (CY)

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AutoCAD SHX Text 13,800

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SURFACING FILL - PHASE I (CY)

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AutoCAD SHX Text 7,600

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SURFACING FILL - PHASE II (CY)

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AutoCAD SHX Text 1,100

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SURFACING FILL - PHASE III (CY)

AutoCAD SHX Text

AutoCAD SHX Text 22,500

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SURFACING FILL - PROJECT TOTAL (CY)

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FILTER ROCK - PHASE I (CY)

AutoCAD SHX Text 2,100

AutoCAD SHX Text 1,500

AutoCAD SHX Text 1,200

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AutoCAD SHX Text 1,500

AutoCAD SHX Text 1,200

AutoCAD SHX Text

AutoCAD SHX Text 3,400

AutoCAD SHX Text 2,700

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AutoCAD SHX Text 2,100

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AutoCAD SHX Text 4,800

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FILTER ROCK - PHASE II (CY)

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FILTER ROCK - PHASE III (CY)

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FILTER ROCK - PROJECT TOTAL (CY)

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SLOPE PROTECTION - PHASE I (CY)

AutoCAD SHX Text 6,500

AutoCAD SHX Text 3,200

AutoCAD SHX Text 2,100

AutoCAD SHX Text 1,300

AutoCAD SHX Text 2,700

AutoCAD SHX Text 3,000

AutoCAD SHX Text 1,000

AutoCAD SHX Text

AutoCAD SHX Text 6,600

AutoCAD SHX Text 5,100

AutoCAD SHX Text 2,600

AutoCAD SHX Text 2,300

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AutoCAD SHX Text 10,300

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SLOPE PROTECTION - PHASE II (CY)

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SLOPE PROTECTION - PHASE III (CY)

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SLOPE PROTECTION - PROJECT TOTAL (CY)

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SLOPE PROTECTION REMOVAL/SALVAGE - PHASE I (CY)

AutoCAD SHX Text 2,900

AutoCAD SHX Text 2,300

AutoCAD SHX Text 2,000

AutoCAD SHX Text 1,000

AutoCAD SHX Text 5,200

AutoCAD SHX Text 3,800

AutoCAD SHX Text

AutoCAD SHX Text 8,200

AutoCAD SHX Text 6,300

AutoCAD SHX Text 1,700

AutoCAD SHX Text 7,100

AutoCAD SHX Text 1,000

AutoCAD SHX Text 11,000

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SLOPE PROTECTION REMOVAL/SALVAGE - PHASE II (CY)

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SLOPE PROTECTION REMOVAL/SALVAGE - PHASE III (CY)

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SLOPE PROTECTION REMOVAL/SALVAGE - PROJECT TOTAL (CY)

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EXCAVATION - PHASE I (CY)

AutoCAD SHX Text 4,400

AutoCAD SHX Text 2,400

AutoCAD SHX Text 3,900

AutoCAD SHX Text 1,900

AutoCAD SHX Text 1,200

AutoCAD SHX Text

AutoCAD SHX Text 9,500

AutoCAD SHX Text 4,600

AutoCAD SHX Text 3,900

AutoCAD SHX Text 1,200

AutoCAD SHX Text 9,500

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EXCAVATION - PHASE II (CY)

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EXCAVATION - PHASE III (CY)

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EXCAVATION - PROJECT TOTAL (CY)

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PROJECT TOTAL

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BELOW HTL

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BELOW MHW

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BELOW MLLW

IN TIDAL WATERS

SEWARD FREIGHT

DOCK IMPROVEMENTS

QUANTITIES

PILE QUANTITIES

ROADWAY FILL QUANTITIES

REVETMENT FILL QUANTITIES FOR SCOUR PROTECTION

POA-2024-00197

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RESURRECTION BAY

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CITY OF SEWARD

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SHEET

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BY:

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IN:

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PURPOSE:

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ALASKA RAILROAD CORPORATION 327 WEST SHIP CREEK AVE ANCHORAGE, AK 99501

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DATUM: MLLW = O.0'

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LAT: 60.119403° NLONG:149.424646° WS: 3 T: 001S R:001W SEWARD MERIDIAN

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POA-1965-00034-M23

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PURPOSE:

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EXPAND AND IMPROVE FREIGHT DOCK AND TRANSPORTATION CORRIDOR

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CONSTRUCTION METHOD

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PROJECT TOTAL

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BELOW HTL

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BELOW MHW

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BELOW MLLW

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EXISTING DOLPHIN PILES (24" ROUND STEEL)

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VIBRATORY REMOVAL

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EXISTING ONSHORE BOLLARD (24" ROUND STEEL)

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VIBRATORY REMOVAL

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SHEET PILES PAIRS (PS31 OR SIMILAR)

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VIBRATORY INSTALL

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ANCHOR PILES (HP14 STEEL H-PILES)

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VIBRATORY INSTALL

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NEW FENDER PILES (30" ROUND STEEL)

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VIBRATORY INSTALL

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BOLLARD PILES (30" ROUND STEEL)

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VIBRATORY INSTALL (UPLANDS)

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HIGH MAST LIGHT PILES (30" ROUND STEEL)

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VIBRATORY INSTALL (UPLANDS)

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DOLPHIN PILES (30" ROUND STEEL)

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VIBRATORY INSTALL

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IMPACT PROOFING

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PILE REMOVAL

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TEMPORARY PILES

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NEW PILE INSTALLATION

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TEMPORARY TEMPLATE PILES (24" ROUND STEEL OR HP18 STEEL H-PILES)

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VIBRATORY INSTALL & REMOVAL

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VIBROCOMPACTION PROBES (HP14 STEEL H-PILE PROBE)

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VIBRATORY INSTALL (UPLANDS)

AutoCAD SHX Text 2,157

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PROJECT TOTAL

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PUB/EM1H WETLANDS

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PSS1F/EM1B WETLANDS

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PUBH WETLANDS

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ROAD FOOTPRINT (ACRES)

AutoCAD SHX Text 7.5

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ROAD CUT (CY)

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ROAD FILL (CY)

AutoCAD SHX Text 0.06

AutoCAD SHX Text 0.20

AutoCAD SHX Text 0.005

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BY WETLAND CLASSIFICATIONS

AutoCAD SHX Text 14,500

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AutoCAD SHX Text 17,500

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AutoCAD SHX Text 1,290

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SCOUR PROTECTION FOOTPRINT (ACRES)

AutoCAD SHX Text 0.44

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AutoCAD SHX Text 0.44

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AutoCAD SHX Text 1,400

AutoCAD SHX Text

AutoCAD SHX Text 1,400

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FILTER ROCK (CY)

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SCOUR PROTECTION (CY)

AutoCAD SHX Text 2,100

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EXCAVATION (CY)

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PROJECT TOTAL

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BELOW HTL

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BELOW MHW

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BELOW MLLW

IN TIDAL WATERS

TYPICAL ROAD SECTION - UNDEVELOPED AREA

TYPICAL ROAD SECTION - DEVELOPED AREA

TYPICAL OPEN CELL SHEET PILE DOCK SECTION B-B

SEWARD FREIGHT

DOCK IMPROVEMENTS

TYPICAL SECTIONS

POA-2024-00197

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ROAD

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COMPACTED GRAVEL

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BASE COURSE

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COMPACTED GRAVEL

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BASE COURSE

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ROAD

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RAIL

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NTS

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NTS

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AutoCAD SHX Text 60'±

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NTS

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FILTER ROCK

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FINISH GRADE

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APPROX EXISTING GRADE

AutoCAD SHX Text 1.5

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EL= -40' FUTURE DREDGE LINE

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EL= 20' TOP OF DOCK

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EL= 0' MLLW

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EL= -34' (VARIES) MUDLINE

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EL= 6.7' EXISTING GROIN

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EL= VARIES TOP OF SLOPE PROTECTION

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EL= VARIES TOE OF SLOPE PROTECTION

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EL= VARIES BOTTOM OF SLOPE PROTECTION

AutoCAD SHX Text 1%±

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NEW SHEET PILE TAIL WALL

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REVETMENT ROCK

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EL= 9.7' MHW

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EL= 13.8' HTL

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RESURRECTION BAY

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CITY OF SEWARD

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SHEET

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BY:

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IN:

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PURPOSE:

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ALASKA RAILROAD CORPORATION 327 WEST SHIP CREEK AVE ANCHORAGE, AK 99501

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DATUM: MLLW = O.0'

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LAT: 60.119403° NLONG:149.424646° WS: 3 T: 001S R:001W SEWARD MERIDIAN

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POA-1965-00034-M23

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PURPOSE:

PANEL FENDER TYPICAL SECTION

NEW FENDERS

12 14

SEWARD FREIGHT

DOCK IMPROVEMENTS

POA-2024-00197

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FENDER PILE SLEEVE

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30" ROUND PILE

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PANEL FENDER

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MLLW= 0.0'

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NTS

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EL = -37' VARIES

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FINISHED SURFACE

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EL= 20'

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HTL= 13.8'

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MHW= 9.7'

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FACE BEAM

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EXISTING MUDLINE (VARIES)

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RESURRECTION BAY

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CITY OF SEWARD

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SHEET

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BY:

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IN:

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PURPOSE:

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ALASKA RAILROAD CORPORATION 327 WEST SHIP CREEK AVE ANCHORAGE, AK 99501

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DATUM: MLLW = O.0'

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LAT: 60.119403° NLONG:149.424646° WS: 3 T: 001S R:001W SEWARD MERIDIAN

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POA-1965-00034-M23

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PURPOSE:

4 PILE DOLPHIN

SECTION

PLAN

13 14

SEWARD FREIGHT

DOCK IMPROVEMENTS

4 PILE DOLHIN DETAILS

POA-2024-00197

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30" ROUND BATTER PILE

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SPIN FIN

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BOLLARD

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TOP PLATE

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CENTER PIPE STUB

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30" ROUND PILE

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BATTER PILE

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BOLLARD

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STIFFENER PLATE, TYP

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BULL RAIL

AutoCAD SHX Text 50'

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NTS

AutoCAD SHX Text 80'

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EL 0.0' MLLW

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AutoCAD SHX Text 11'-5"

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EL 20.0'

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RESURRECTION BAY

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CITY OF SEWARD

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SHEET

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BY:

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IN:

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PURPOSE:

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ALASKA RAILROAD CORPORATION 327 WEST SHIP CREEK AVE ANCHORAGE, AK 99501

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DATUM: MLLW = O.0'

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LAT: 60.119403° NLONG:149.424646° WS: 3 T: 001S R:001W SEWARD MERIDIAN

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POA-1965-00034-M23

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PURPOSE:

TYPICAL EAST REVETMENT SECTION C-C

TYPICAL SOUTH REVETMENT SECTION D-D

TYPICAL REVETMENT

SECTIONS

14 14

SEWARD FREIGHT

DOCK IMPROVEMENTS

TYPICAL SCOUR PROTECTION SECTION E-E

POA-2024-00197

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REVETMENT ROCK

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FILTER ROCK

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FINISH GRADE

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APPROX EXISTING GRADE

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AutoCAD SHX Text 15.0'±

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EL= VARIES TOP OF SLOPE PROTECTION

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EL= VARIES TOE OF SLOPE PROTECTION

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EL= VARIES BOTTOM OF SLOPE PROTECTION

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REVETMENT ROCK

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FILTER ROCK

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APPROX EXISTING GRADE

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text 10.0'±

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EL= VARIES TOP OF SLOPE PROTECTION

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EL= VARIES TOE OF SLOPE PROTECTION

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EL= VAIRES BOTTOM OF SLOPE PROTECTION

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FINISH GRADE

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EL= -40' FUTURE DREDGE LINE

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FILTER ROCK

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SHEET PILE FACE

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APPROX EXISTING GRADE, VARIES

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RESURRECTION BAY

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CITY OF SEWARD

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SHEET

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BY:

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IN:

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PURPOSE:

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ALASKA RAILROAD CORPORATION 327 WEST SHIP CREEK AVE ANCHORAGE, AK 99501

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DATUM: MLLW = O.0'

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LAT: 60.119403° NLONG:149.424646° WS: 3 T: 001S R:001W SEWARD MERIDIAN

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POA-1965-00034-M23

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PURPOSE:

Department of Environmental Conservation

DIVISION OF WATER

Wastewater Discharge Authorization Program

555 Cordova Street Anchorage, Alaska 99501-2617

Main: 907.269.6285 Fax: 907.334.2415 www.dec.alaska.gov/wastewater

Reference EDMS Submission Ref Nbr: HQ5-NFPH-D1NES, Rcv 10/17/2024 12:18:00 PM

November 27, 2024

Alaska Railroad Corporation Attn: Brian Lindamood, Vice President, Chief Engineer PO Box 107500 Anchorage, AK 99510

Re: Alaska Railroad Corporation, ARRC Seward Freight Dock POA-2024-00197 v1.0, Resurrection Bay

Mr. Lindamood, In accordance with Section 401 of the Federal Clean Water Act and provisions of the Alaska Water Quality Standards, the Department of Environmental Conservation (DEC) is issuing the enclosed water quality certification with conditions that the discharge from the proposed project will comply with water quality requirements for dredging and/or fill material in waters of the U.S., authorized by an Army Corps of Engineers (USACE) permit/license POA-2024-00197 (revised per USACE 05/07/24) - ARRC Seward Freight Dock project.

A person authorized under a provision of 18 AAC 15 may request an informal review of a contested decision by the Division Director in accordance with 18 AAC 15.185 and/or an adjudicatory hearing in accordance with 18 AAC 15.195 – 18 AAC 15.340. See DEC’s “Appeal a DEC Decision” web page https://dec.alaska.gov/commish/review-guidance/ for access to the required forms and guidance on the appeal process. Please provide a courtesy copy of the adjudicatory hearing request in an electronic format to the parties required to be served under 18 AAC 15.200. Requests must be submitted no later than the deadline specified in 18 AAC 15.

By copy of this letter, we are advising the U.S. Army Corps of Engineers of our actions and enclosing a copy of the certification for their use.

If you have any questions regarding the attached certification, please contact Willow Weimer at 907- 269-6096, dec-401cert@alaska.gov.

Sincerely, James Rypkema Program Manager, Storm Water and Wetlands

Enclosure: 401 Water Quality Certificate cc: (with encl.)

Brenna Hughes PND Engineers, Inc.

Jenn Mercer, USACE Kris Gilson; DOT

Tony Munter, ADF&G USFWS Field Office Kenai Matthew LaCroix, EPA AK Operations Jeffrey Brittain, EPA AK Operations https://dec.alaska.gov/commish/review-guidance/ mailto:dec-401cert@alaska.gov

STATE OF ALASKA

DEPARTMENT OF ENVIRONMENTAL CONSERVATION

Water Quality Certification In accordance with Section 401 of the Federal Clean Water Act (CWA) and the Alaska Water Quality Standards (18 AAC 70), a water quality certification with conditions is issued to the Alaska Railroad Corporation, Attn: Brian Lindamood, PO Box 107500, Anchorage AK 99510 for a permit/license to be issued by Army Corps of Engineers (USACE), reference POA-2024-00197 ARRC Seward Freight Dock.

Based upon the review of the federal application, readily available water quality-related materials, and certification request1 in accordance with the CWA § 121.5(b) and (c), and 121.7 (c), DEC certifies that if the permittee complies with the terms and conditions imposed by the permit and the conditions set forth in this water quality certification, then it is reasonable for DEC to conclude that the activity will comply with water quality requirements, including applicable requirements of the CWA §§ 301, 302, 303, 306, and 307, Alaska’s Water Quality Standards (WQS, 18 AAC 70) and other appropriate water quality requirements of state law.

The scope of certification is limited to the water quality-related impacts of the activity subject to the Federal license or permit (40 CFR 121.3, 18 AAC 15.180). Public notice of the application for this certification was given as required by 18 AAC 15.180 in the DEC Public Notice POA-2024-00197 posted from 10/21/2024 to 11/20/2024.

Project Purpose, Description, and Location

Project Name: ARRC Seward Freight Dock

Dates of the proposed activity are planned to begin and end: 11/01/2026 to 05/31/2028

Location: The proposed activity is located within Section 3, T. 001S, R. 001W, Seward Meridian, in Kenai Peninsula Borough, Alaska. Project Site (Latitude, Longitude): 60.119403, -149.42465.

With potential discharge location(s) as follows: 60.118364174256605, -149.4246481895447 60.131632324662895, -149.42554941177372

Purpose: The Alaska Railroad Corporation (ARRC) proposes to expand and improve the existing Seward Alaska Marine Terminal (Terminal) Freight Dock and associated transportation corridor within the Alaska Railroad Terminal Reserve (Reserve). The project will improve safety and efficiency for the movement of goods by better separating pedestrian traffic from freight and heavy truck traffic, enhance the safety and efficiency of stevedoring activities, preserve the intermodal operations of commercial freight customers, accommodate larger vessels, and enhance the long-term utility of the dock.

The U.S. Department of Transportation (USDOT) Maritime Administration (MARAD) will partially fund the project with a Port Infrastructure Development Program (PIDP) grant. Additional support is provided by a partnership with the City of Seward. As this project is intended to facilitate vessel-related operations, it would not be possible to site it away from the water.

Description: The proposed activity consists of dock expansion and road construction that will be in three phases. The applicant proposes to expand the existing freight dock to allow for additional berthing and cargo unloading space. The dock will be extended by 375 feet in tidal waters by placing 134,800 cubic

1 Reference EDMS Submission Ref Nbr: HQ5-NFPH-D1NES, Rcv 10/17/2024 12:18:00 PM yards of fill material over 4.75 acres below the High Tide Line (approximate elevation +13.8 feet above the 0.0-foot contour) of Resurrection Bay.

The proposed work would include the installation of piles below the Mean High-Water Mark (approximate elevation +9.7 feet above the 0.0-foot contour) the following totals are proposed for the project:

The new dock extension will be an Open Cell Sheet Pile TM (OCSPTM) bulkhead backed by a rock revetment, consistent with the existing dock. This type of bulkhead is a flexible steel sheet pile membrane supported by soil contact with the embedded steel sheet pile tail walls.

The dock face will be extended by 375 feet (ft); the usable width of the new extension will be 300 ft. The existing dock uplands will also be widened to 300 ft, further expanding the fill footprint and revetment to the east. The widening of the uplands, both the existing and new upland portions, will take place in up to three (3) phases. Dock upland facilities will be improved, including the installation and upgrades of dock utilities, rails, etc. The dock extension will include typical components, such as fenders, mooring bollards, sacrificial anodes, and bull rail. South of the new dock extension, a salvaged mooring dolphin and catwalk (new or salvaged) will be installed.

Temporary:

• 60, 24-inch diameter steel piles

• 2,157 steel H-piles (in post-fill uplands)

Permanent:

• 425 sheet piles

• 14 steel H-piles

• 14, 30-inch diameter round fender piles

• 4, 24-inch diameter round dolphin piles (to be removed and re-installed)

The proposed road will replace an existing gravel rail yard access route with a two-lane gravel roadway, approximately 4,500 feet long with a 24-foot-wide driving surface. Up to 1,455 cubic yards of material will be excavated and up to 1,940 cubic yards of fill material will be placed in three wetlands (0.3 acres total) for road construction.

This project will fill 4.75 acres of waters of the U.S. (WOTUS) across three phases. 134,800 cubic yards (CY) of new and salvaged fill will be placed below the high tide line (HTL).

A detailed description of the components of the dock expansion is provided in the following sections.

In addition to the dock expansion, this project entails improvements to the transportation corridor connecting the dock to Alaska’s rail and road networks. The proposed road replaces an existing gravel rail yard access route with a two-lane gravel roadway. The new road will be approximately 4,500 ft long with a 24-ft-wide driving surface and a 4:1 fore slope with a base width spanning up to 60 ft. The road will be constructed of subgrade and base course material with compacted gravel surfacing. Four (4) 24” culverts will also be installed in the North section of the roadway to facilitate cross drainage considering the adjacent wetlands.

A detailed description of the components of the corridor improvements follows the description of the dock expansion.

Mobilization: Project materials will be transported to Seward via barge, rail, and road. The origination of the project vessel(s) will depend on the selected contractor’s means and methods, but it would likely be from Anchorage, Unalaska, or Seattle. Project vessels will comply with all pertinent regulations, including protocols for marine mammal impact avoidance and minimization measures listed in this document.

Dock Expansion: Dock expansion plans are shown in three phases in the project permit drawings. One or more or all the dock construction phases may be constructed during the in-water work year, depending upon project funding and contractor means and methods. Phase I (Sheet 5) extends and armors the existing dock on the west side of the sediment groin. Phases II (Sheet 6) and III (Sheet 7) widen and extend the dock on the east side of the sediment groin within the barge basin. For impact assessment, it was assumed that all the docks would be constructed.

For the activities described below, only a single pile-driving hammer will be operational at any given time.

This assumption was utilized in the assessment of potential effects on protected species.

Template Piles: Before the construction of the OCSPTM dock, a temporary template will be constructed to aid in sheet pile cell installation. Temporary template piles will be either steel pipe piles or H-piles driven using vibratory pile-driving equipment. The template will be removed using similar methods after the sheet pile cells are constructed. Quantities noted in Table 5 are either for pipe piles or for H-piles, not cumulative.

Sheet Piles: The dock extension will be an OCSPTM structure (bulkheads using flat-web sheet piles, fabricated connector wyes, and anchor piles). This type of bulkhead is a flexible wall constructed of steel sheet piles with embedded tail wall diaphragms supported by the soil. Piles will be installed with vibratory pile-driving equipment. Interlocking sheets will be driven in pairs to the required embedment until each cell is complete.

Anchor Piles: Anchor piles fabricated from H-piles with welded connectors will be installed at the end of each sheet pile tail wall using vibratory pile-driving equipment to further support the structure.

Fill Placement & Vibro-compaction: Gravel fill will be sourced by ARRC from a competitive source, existing stockpiles of materials, or a previously existing permitted source and may be stockpiled for the project at a designated bulk materials storage area within the Reserve or placed directly in the fill location.

Fill materials will be transported from the bulk materials storage area to the project site as necessary.

Following completion of each cell, fill materials will be placed behind the sheet pile with traditional earth-moving equipment (loaders, dump trucks, bulldozers, etc.) up to an elevation of +5’…

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File details come from the government source that posted it. Updated May 11, 2026.