Ocean City's Next Sand Bill

The completed nourishment account

Ocean City's 2026 beach nourishment finished on 7 September. Thirty-nine days later, New Jersey requested federal storm-repair assistance for eight coastal project areas, including Great Egg Harbor Inlet and Pecks Beach at Ocean City. The owner now faces a second funding decision: how much protection needs restoring, which expenditure qualifies for emergency assistance, and how to procure the work before another construction window passes. ^{[1] [2]}

The summer contract provides a clear starting account. USACE awarded Great Lakes Dredge & Dock a US$19.5 million package calling for more than 1.6 million cubic yards of sand. The city reports 1.6 million cubic yards placed. USACE's project page records completion on 7 September and a 65% federal, 35% non-federal construction cost share. That completed campaign and the October repair request belong in separate budgets. ^{[1] [3] [4]}

For coastal owners, the difficult expenditure often begins between these two accounts. A completed fill has a surveyed shape, a maintenance obligation and an expected nourishment cycle. A subsequent storm changes the shape. Funding the difference requires a defensible account of the damage and the work needed to restore protection.

Fire Island's route from damage to a repair contract

New York's 2023-24 correspondence shows how that account can develop. In its 1 December 2023 letter, the state Department of Environmental Conservation challenged an earlier assessment of the September storms. DEC described a local dune-toe recession of 45 feet and crest recession of 60 feet, then used a Fire Island to Montauk Point model chart to argue that the erosion response corresponded to a much rarer event. Its letter characterised the modelled recession as equivalent to a 500-year event. ^[5]

The state was arguing from the response of the beach and dune. The meteorological frequencies reported in the same letter concerned the storms themselves. These quantities answer different questions. A large local recession can reflect the starting profile, storm duration and successive events; converting that response into a storm return period requires the assumptions and site conditions used in the model.

USACE announced an expedited review on 13 January 2024, covering December and January storms across four damaged projects. On 26 January, New York announced the Corps' extraordinary-storm determination for eastern Fire Island and the start of an expedited repair assessment. The other three projects remained under review at that announcement. ^{[6] [7]}

The subsequent procurement record is more revealing than the dispute alone. On 5 August, USACE announced a US$52 million contract with Great Lakes for offshore dredging and up to 2 million cubic yards of sand placement. Its account says the assessment included the 9 January storm and that the combined impacts met the extraordinary-event threshold. Authority and funding were approved within 30 days after submission of detailed information, including shore and offshore surveys, environmental documents and sponsor support for permitting. ^[8]

USACE measured its reported approval turnaround from submission of the detailed technical file. An owner's recovery programme also has to allow for preparing that file and procuring the works. The January determination and August contract announcement show the interval between an initial eligibility decision and a construction procurement, with surveys, design and environmental coordination contributing to the intervening work. ^{[7] [8]}

IMWO original graphic

The repair calculation needs a common surface

The New York exhibits also show why a repair estimate needs disciplined survey coverage. One submitted profile combines earlier Corps surveys with later toe and crest positions. It helps explain local recession. A restoration bill needs the corresponding quantities across the defined workfront: the profile to be restored, the post-storm surface, the alongshore extent and the calculation limits. ^[5]

For an owner preparing that bill, IMWO recommends retaining three linked surfaces: the accepted construction survey, the latest suitable pre-storm survey and the post-storm survey. Each serves a different calculation. The first supports the construction account; the second establishes the condition exposed to the storm; the third measures the condition from which restoration starts. Where surveys use different dates, transects or coverage, reconcile those differences before attributing a volume to the event.

Keep the vertical datum, profile spacing and landward and seaward calculation limits with the quantities. At Ocean City, the published project template specifies a minimum 100-foot berm at elevation +8 feet NGVD. These are dimensions of the protection system, while the campaign's 1.6 million cubic yards describes placement. ^{[3] [4]} The engineer needs both to locate a repair: a reach can require restoration of berm width or elevation even when the total campaign quantity is already known.

A local crest recession, a whole-project placement total and a repair volume should therefore occupy separate columns in the estimate. The repair volume comes from comparing defined surfaces over the stated reach. The funding submission then explains how that restoration relates to the project's protective function.

Federal assistance has a defined repair scope

The current rehabilitation rule, 33 CFR 203.49, links eligibility to a completed federal project or qualifying portion, an extraordinary storm and significant damage. Completion is tied to transfer to the non-federal sponsor for operation and maintenance. Alongside the rule's storm-severity or prolongation requirement, significant damage can satisfy any one of these tests. ^[9]

This affects estimate preparation directly. Keep repair construction, plant mobilisation and demobilisation separately priced. Maintain the underlying original construction-cost basis where a percentage test is used, and the planned or historically placed renourishment quantity where a sand-loss test is used. Each denominator must cover the same project or separable element as the claim.

For sacrificial features, the rule limits assistance to immediate-threat reduction or pre-storm restoration, whichever is less. It also provides for allocating rehabilitation and additional periodic-nourishment costs under the project cooperation agreement. ^[9] An integrated contract can therefore need more than one funding account. The engineer should identify the restoration quantity and the additional nourishment quantity before the owner agrees the cost allocation.

Transfer records also deserve attention before a storm. In the December 2023 correspondence, DEC expressed concern about accepting maintenance responsibility for damaged projects before functional restoration. ^[5] An owner accepting a coastal reach should retain the signed transfer instrument, the survey defining its condition and reach limits, and the outstanding-work schedule together. These documents establish the starting position for later maintenance and repair decisions.

Keeping a dredge changes the procurement options

An earlier New Jersey repair illustrates a different route to delivery. In December 2015, USACE announced that it had renegotiated an existing beachfill contract after a major storm struck shortly after construction. Great Lakes was expected to return for approximately 1 million additional cubic yards at Strathmere, Sea Isle City and southern Ocean City. The announced additional cost was US$15.8 million, funded federally under the Sandy relief context. ^[10]

Those works covered the Great Egg Harbor Inlet to Townsends Inlet project, south of the current Peck Beach campaign. Their value, funding basis and restoration scope belong to that historical modification. They nevertheless show a practical procurement choice: an owner with an existing contractor and defined repair can investigate a modification alongside the alternative of a later mobilisation.

The comparison should price the actual decision. Retaining or recalling a dredge can preserve a production window, but it also commits plant time and may require standby, a different borrow area, revised placement limits or additional environmental work. A later competition may offer another plant configuration while carrying a fresh mobilisation and a different exposure period. Compare the available schedules and costs against a measured restoration quantity; record the authority and funding needed for each route.

For that comparison, the beach survey should feed a work package: reach-by-reach quantities, profile targets, borrow and placement constraints, environmental requirements and access arrangements. Attach a dated decision on how long the present plant option remains available. The owner can then choose a procurement route with an explicit cost for waiting.

Ocean City's next decision

New Jersey's 16 October request places Ocean City within an emergency-assistance assessment. The next consequential records are the federal determination, the agreed restoration scope and its funded procurement. ^[2]

In the meantime, the summer account can be closed around the completed placement and its survey, while the repair estimate measures the subsequent condition. Keeping those accounts linked by reach, date and datum gives the owner a usable basis for the next sand purchase. It also allows the community to see what the additional expenditure will restore and how it fits the continuing nourishment programme.