693JF72444087
Project Grant
Overview
Grant Description
Award Purpose
The project includes an approximately 435 linear foot expansion of the Port of Ogdensburg's main dock terminal along with installation of a mooring dolphin system and associated dredging necessary to establish a new approximately 100 foot wide by 500 foot long berthing area immediately adjacent to the new terminal dock wall structure.
Activities to be Performed
The project will be completed in three components with the following elements:
Component 1 Environmental reviews, permitting, engineering and design, and construction management final design.
Environmental review, construction contract bid development, advertising, evaluation and award process, construction phase services, engineering support during construction, inspections, and punch list item resolution.
Component 2 Terminal expansion.
Remove approximately 1505 cubic yards (CY) of current revetment stone to prepare the site for drilling and blasting necessary to complete the dredging near the shoreline.
Stockpile stone in the staging area for potential future reuse to construct the new revetment adjacent to the newly constructed dock wall.
Tie new dock structure into the existing terminal and extend in a southerly direction.
Install a 435 linear foot (LF) cellular solid filled steel cellular cofferdam structure that will be constructed utilizing approximately seven major cells and approximately six minor cells and will include a continuous pile supported concrete cap relieving platform running along the entire length of the expanded dock.
A second design is also being advanced termed the O pile design.
This design consists of 435 LF of steel joined pipe pile to form the outer face of the new dock wall along with structural piles to support a similar concrete cap relieving platform.
Similar footprint will be disturbed in each option.
The new dock wall will ultimately be based on one of the two designs mentioned above.
Install steel pipe piles to support the concrete cap relieving platform.
Attach a fender system directly to the face of the concrete relieving platform cap.
Install mooring bollards along the facility.
Design the new terminal structure to support loads of up to 3000 pounds per square foot (PSF) up to the in-shore face of the concrete cap with loadings being reduced to 500 PSF along the length of the 15 foot wide relieving platform concrete cap.
Install a free standing pile supported mooring dolphin system approximately 42 feet south of the terminus of the new dock wall structure.
The system will be comprised of a reinforced concrete cap supported by a total of six steel pipe piles that will be socketed into bedrock.
Stabilize approximately 20322 square feet (SF) of the shoreline embankment area that extends immediately beyond the limits of the new dock wall by augmenting the existing stone revetment.
Construct an approximately 2 foot thick stone revetment constructed using an estimated 1505 CY of 150 to 250-pound stone to create a final slope of 3H1V.
Of this approximately 846 CY of revetment material would be placed below the ordinary high water mark (OHWM).
Conduct grading and excavation approximately 3620 CY to achieve the final revetment slope.
Install an approximately 42 inch diameter flared end reinforced concrete stormwater outfall within the footprint of the newly constructed revetment consolidating the two outfalls that presently exist on site into a single point of stormwater discharge.
Component 3 Dredging
Deepen the harbor via a combination of mechanical dredging and drilling and blasting to achieve the desired water depth.
Drilling and blasting may occur throughout the 104 foot by 596 foot footprint but primarily within 24 feet of the bulkhead.
Blasting is expected to be required prior to dredging of the till and rock layers which is present between 22 and 27 feet low water datum (LWD).
Conduct a pre-condition assessment prior to drilling to determine the current conditions of nearby structures and implement mitigation measures as needed.
Conduct a post-condition damage assessment when drilling is complete.
Dredge approximately 12600 CY to establish a new approximately 104 foot wide by 596 foot long non-federal channel berthing area immediately adjacent to the new terminal dock wall structure.
Deepen the portion of the waterway immediately adjacent to the dock wall 24 feet (596 feet) to approximately 27 feet LWD with an allotment of 2 foot over dredge for a maximum dredging depth of 29 feet LWD.
Dredge the remaining area 80 feet by 596 feet to approximately 22 feet LWD plus 2 feet over dredge allowance.
Reuse the dredged materials from the new berth area as cell backfill if geotechnically suitable and/or truck and place dewatered dredge materials to a suitable disposal location.
Implement appropriate stormwater control measures to ensure proper stormwater management throughout the disposal area construction and use.
Deliverables
Expected outcomes from Schedule G page 13 of the grant agreement measure vessel calls.
Category and description economic competitiveness and opportunity total vessel calls per year.
Measures the number of vessels calling to the project study area.
Must be reported in total and disaggregated by any of the following where applicable: vessel type (e.g., container, bulk, RO-RO, LNG), freight capacity, vessel length, or other.
Measurement frequency quarterly.
Measure cargo volume TEUs.
Category and description economic competitiveness and opportunity total tons of cargo moved per year TEUs.
Cargo volume measures the movement of freight through the project study area.
Measurement frequency quarterly.
Measure cargo volume tons.
Category and description economic competitiveness and opportunity total tons of cargo moved per year tons.
Cargo volume measures the movement of freight through the project study area.
Measurement frequency quarterly.
Intended beneficiary Ogdensburg Bridge and Port Authority.
Subrecipient activities none.
The project includes an approximately 435 linear foot expansion of the Port of Ogdensburg's main dock terminal along with installation of a mooring dolphin system and associated dredging necessary to establish a new approximately 100 foot wide by 500 foot long berthing area immediately adjacent to the new terminal dock wall structure.
Activities to be Performed
The project will be completed in three components with the following elements:
Component 1 Environmental reviews, permitting, engineering and design, and construction management final design.
Environmental review, construction contract bid development, advertising, evaluation and award process, construction phase services, engineering support during construction, inspections, and punch list item resolution.
Component 2 Terminal expansion.
Remove approximately 1505 cubic yards (CY) of current revetment stone to prepare the site for drilling and blasting necessary to complete the dredging near the shoreline.
Stockpile stone in the staging area for potential future reuse to construct the new revetment adjacent to the newly constructed dock wall.
Tie new dock structure into the existing terminal and extend in a southerly direction.
Install a 435 linear foot (LF) cellular solid filled steel cellular cofferdam structure that will be constructed utilizing approximately seven major cells and approximately six minor cells and will include a continuous pile supported concrete cap relieving platform running along the entire length of the expanded dock.
A second design is also being advanced termed the O pile design.
This design consists of 435 LF of steel joined pipe pile to form the outer face of the new dock wall along with structural piles to support a similar concrete cap relieving platform.
Similar footprint will be disturbed in each option.
The new dock wall will ultimately be based on one of the two designs mentioned above.
Install steel pipe piles to support the concrete cap relieving platform.
Attach a fender system directly to the face of the concrete relieving platform cap.
Install mooring bollards along the facility.
Design the new terminal structure to support loads of up to 3000 pounds per square foot (PSF) up to the in-shore face of the concrete cap with loadings being reduced to 500 PSF along the length of the 15 foot wide relieving platform concrete cap.
Install a free standing pile supported mooring dolphin system approximately 42 feet south of the terminus of the new dock wall structure.
The system will be comprised of a reinforced concrete cap supported by a total of six steel pipe piles that will be socketed into bedrock.
Stabilize approximately 20322 square feet (SF) of the shoreline embankment area that extends immediately beyond the limits of the new dock wall by augmenting the existing stone revetment.
Construct an approximately 2 foot thick stone revetment constructed using an estimated 1505 CY of 150 to 250-pound stone to create a final slope of 3H1V.
Of this approximately 846 CY of revetment material would be placed below the ordinary high water mark (OHWM).
Conduct grading and excavation approximately 3620 CY to achieve the final revetment slope.
Install an approximately 42 inch diameter flared end reinforced concrete stormwater outfall within the footprint of the newly constructed revetment consolidating the two outfalls that presently exist on site into a single point of stormwater discharge.
Component 3 Dredging
Deepen the harbor via a combination of mechanical dredging and drilling and blasting to achieve the desired water depth.
Drilling and blasting may occur throughout the 104 foot by 596 foot footprint but primarily within 24 feet of the bulkhead.
Blasting is expected to be required prior to dredging of the till and rock layers which is present between 22 and 27 feet low water datum (LWD).
Conduct a pre-condition assessment prior to drilling to determine the current conditions of nearby structures and implement mitigation measures as needed.
Conduct a post-condition damage assessment when drilling is complete.
Dredge approximately 12600 CY to establish a new approximately 104 foot wide by 596 foot long non-federal channel berthing area immediately adjacent to the new terminal dock wall structure.
Deepen the portion of the waterway immediately adjacent to the dock wall 24 feet (596 feet) to approximately 27 feet LWD with an allotment of 2 foot over dredge for a maximum dredging depth of 29 feet LWD.
Dredge the remaining area 80 feet by 596 feet to approximately 22 feet LWD plus 2 feet over dredge allowance.
Reuse the dredged materials from the new berth area as cell backfill if geotechnically suitable and/or truck and place dewatered dredge materials to a suitable disposal location.
Implement appropriate stormwater control measures to ensure proper stormwater management throughout the disposal area construction and use.
Deliverables
Expected outcomes from Schedule G page 13 of the grant agreement measure vessel calls.
Category and description economic competitiveness and opportunity total vessel calls per year.
Measures the number of vessels calling to the project study area.
Must be reported in total and disaggregated by any of the following where applicable: vessel type (e.g., container, bulk, RO-RO, LNG), freight capacity, vessel length, or other.
Measurement frequency quarterly.
Measure cargo volume TEUs.
Category and description economic competitiveness and opportunity total tons of cargo moved per year TEUs.
Cargo volume measures the movement of freight through the project study area.
Measurement frequency quarterly.
Measure cargo volume tons.
Category and description economic competitiveness and opportunity total tons of cargo moved per year tons.
Cargo volume measures the movement of freight through the project study area.
Measurement frequency quarterly.
Intended beneficiary Ogdensburg Bridge and Port Authority.
Subrecipient activities none.
Funding Goals
ASSIST IN FUNDING ELIGIBLE PROJECTS FOR THE PURPOSE OF IMPROVING THE SAFETY EFFICIENCY OR RELIABILITY OF THE MOVEMENT OF GOODS THROUGH PORTS AND INTERMODAL CONNECTIONS TO PORTS.
Grant Program (CFDA)
Awarding / Funding Agency
Place of Performance
Ogdensburg,
New York
13669-2216
United States
Geographic Scope
Single Zip Code
Related Opportunity
Ogdensburg Bridge And Port Authority was awarded
Port of Ogdensburg Terminal Expansion Grant
Project Grant 693JF72444087
worth $5,107,649
from Maritime Administration in March 2026 with work to be completed primarily in Ogdensburg New York United States.
The grant
has a duration of 2 years 10 months and
was awarded through assistance program 20.823 Port Infrastructure Development Program.
$1,494,559 (23.0%) of this Project Grant was funded by non-federal sources.
The Project Grant was awarded through grant opportunity 2023 Port Infrastructure Development Program Grants.
Status
(Ongoing)
Last Modified 3/27/26
Period of Performance
3/19/26
Start Date
1/31/29
End Date
Funding Split
$5.1M
Federal Obligation
$1.5M
Non-Federal Obligation
$6.6M
Total Obligated
Activity Timeline
Additional Detail
Award ID FAIN
693JF72444087
SAI Number
None
Award ID URI
SAI NOT APPLICABLE
Awardee Classifications
State Government
Awarding Office
69A334 MARITIME ADMINISTRATION
Funding Office
69A334 MARITIME ADMINISTRATION
Awardee UEI
MXZTTVS52ZJ3
Awardee CAGE
3NMD9
Performance District
NY-21
Senators
Kirsten Gillibrand
Charles Schumer
Charles Schumer
Modified: 3/27/26