FROM Maine Dredge Team Meeting Notes April 13, 2026 (
Full mtg notes) (pdf)
ACOE followup meeting June 24th, 2026, 6:00pm to 7:30pm.
Location: Searsport Community Building, 42 Prospect Street, Searsport, Maine 04974.
Purpose Provide an overview of the Preliminary Assessment for the proposed
maintenance dredging of the Searsport Harbor Federal Navigation Project.
Searsport Harbor Maintenance Dredging (Searsport, ME)
o Description: Mechanical maintenance dredging of approximately 40,000 cy of mixed sand and
silt that is not suitable for open water disposal due to elevated mercury levels. The channel is
3,500 ft long and 500 ft wide with a 1,500-ft-wide turning basin in front of the piers at Mack Point.
It is authorized to a depth of -35 ft MLLW with 2 ft of overdepth.
o Disposal: Proposal includes the construction of two confined aquatic disposal (CAD) cells – one
starter cell and one primary cell – just west of the FNP. The top 3 ft of sediment in the starter cell
location (~ 5,200 cy) would be held in scows during construction. Sediment below the surficial
layer (~17,000 cy), which is suitable for open water disposal, would be taken to the Rockland
Disposal Site (RDS), approximately 25 nm south of Searsport Harbor. Then the top 3 ft of
sediment from the starter cell and primary cell location (~10,200 cy) would be placed into the starter cell. Next, the remaining suitable material in the primary cell footprint (~44,500 cy) would
be taken to RDS. Finally, the unsuitable materials from the FNP would be placed in the primary
CAD cell.
Approximately 3 ft will be left at the top of the cell for natural cap.
o History: First constructed in 1962; no maintenance dredging has been conducted
o Status: Environmental review underway; USACE to hold public information meeting; targeting
2027-28 dredging window
o Meeting question: What is the water depth at the CAD cell location? Answer: Most recent
survey shows a range between 25 – 31 ft deep at MLLW.
o Meeting comment: Full design is not yet completed – whether a starter cell is needed is not
finalized; multiple scows or a large scow would be needed if a starter cell isn’t used; keeping this
option flexible allows more contractors to bid and can make the project less expensive.
o Meeting question: How are the sediments in the channel and CAD cell different in terms of
suitability? Answer: the top 3 ft of the CAD cell is also not suitable – it would be held at the site
while the deeper, suitable sediment is taken to RDS.
o Meeting question: How could the presence of CAD cells affect potential wind port development
in the area? Answer: Designs have been shared with Sprague and they do not have any issues.
o Meeting comment: The need for maintenance dredging after over 10 years of planning is a
higher priority so ships don’t have to wait on tides.
o Meeting comment: Pat will provide information on composition of clean material
After the meeting, all the documentation for the Searsport project was posted here:
https://www.nae.usace.army.mil/Missions/Civil-Works/Navigation/Maine/SearsportHarbor/ Information on the composition of the material can be found in the Draft Preliminary
Assessment, Suitability Determinations, CAD Cell Investigation Report, and Engineering
Designs
o Meeting question: Were beneficial uses of the material considered vs. disposal at RDS?
Answer: Yes, capping contaminated areas in Penobscot Bay was considered but there is
uncertainty on whether this would be successful and several years of testing and studies would
be required, which would delay the maintenance dredging too long considering vessel draft
requirements
END