Seawall Contractor
Miami
Concrete seawall repair, tieback restoration, cap replacement, and new seawall construction for residential, HOA, and commercial waterfront properties. Bonded GC. Florida-registered PE. FDEP and Army Corps coordination included.
Miami-Dade · Broward · Palm Beach · PE-Stamped Every Project · One GC Permit to Closeout
The Assessment
Most Seawalls Can Be Repaired. The Question Is When.
South Florida's concrete seawalls don't fail overnight. Tieback corrosion, panel cracking, and soil erosion develop over years — but the window between "repairable" and "full replacement" closes fast once active bowing or void formation begins. BAM's structural assessment identifies the failure mode before the repair scope is written.
A PE-engineered repair — tieback restoration, panel stabilization, and cap replacement — can extend a concrete seawall's service life by 25–35 years at a fraction of full replacement cost. The engineering is what makes that lifespan real.
If the panel is structurally sound and the tieback system is restorable, engineered repair is the right call. If panels are shattered, embedment is compromised, or the wall has active bowing beyond recoverable tolerance, full replacement delivers a longer service life at a lower 30-year cost. BAM's PE makes that determination after the structural assessment — not before.
Remaining Service Life by Intervention
WHAT DETERMINES REPAIRABILITY
Scope of Work
What BAM
Repairs.
What BAM Replaces.
One bonded GC contract covers the structural assessment, PE-stamped design, permit procurement, repair or replacement installation, and county-accepted closeout.
Concrete Panel Repair & Stabilization
Epoxy injection and structural patching of cracked or spalling concrete panels, rebar encapsulation to arrest corrosion, and waterside grout curtain installation to seal soil voids. Performed under permit with PE supervision. Extends wall service life without full panel replacement.
Tieback Anchor Restoration
Installation of new helical or deadman tieback anchors to replace failed or corroded original anchor systems. PE-designed anchor spacing, load, and embedment based on current soil conditions. The most critical repair on any leaning or bowing seawall — panel work alone without tieback restoration does not stop progressive failure.
Seawall Cap Replacement
Demolition of deteriorated concrete cap and replacement with new formed-in-place concrete cap, or vinyl cap system for corrosion resistance. Includes waler beam replacement and stainless hardware. Often combined with panel repair when the cap is the primary failure point but the panels remain sound.
New Seawall Construction
Full replacement of failed concrete seawalls or construction of new seawalls on unprotected shorelines. Panel material selection — concrete, vinyl sheet piling, or hybrid systems — determined by site conditions, load requirements, and waterway classification. PE-stamped design, full permit package, and FDEP/Army Corps coordination where required.
Riprap & Scour Protection
Riprap armoring and toe scour protection at the base of existing seawalls where waterside erosion is undermining the structure. Required on high-energy waterways exposed to boat wake, tidal surge, and storm wave action. Extends panel life by eliminating the primary cause of embedment loss on exposed shorelines.
HOA Seawall Programs
Phased seawall repair and replacement programs for HOA common area waterfront. PE-stamped scope, phased construction schedule to minimize community disruption, and board-presentation-ready cost documentation with per-linear-foot pricing before the vote. Reserve study documentation provided at closeout.
Condition Assessment
Know the
Failure Mode
Before Writing the Scope.
Seawall failures follow predictable patterns. BAM's structural assessment identifies the root cause — not just the visible symptom — so the repair scope addresses what's actually failing.
Failure Signs & Urgency
Repair System Specifications
Our Process
Structural
Assessment
to County Closeout
One licensed GC manages every phase. One engineer of record. One permit. One closeout package for your records.
Structural Condition Survey
Florida-registered PE inspects the seawall for bowing, panel cracking, cap deterioration, soil erosion, and tieback condition. Underwater inspection of panel embedment zone where waterway depth permits. Findings determine whether repair or replacement is the correct scope — documented in a written PE assessment report provided to the owner.
PE-Stamped Repair or Replacement Design
Structural drawings produced in-house — tieback anchor design, panel repair methodology, cap detail, and void grouting plan where applicable. For full replacement, new panel selection and embedment schedule per current soil data. Drawings stamped by the Florida-registered PE of record and submitted with the permit application. Owners receive a copy for their property records at closeout.
Permit Procurement
BAM submits to the county building department as the licensed GC and permit applicant. Seawall work on tidal waterways or navigable channels requires Army Corps Section 10 permit coordination; waterways within SFWMD jurisdiction require ERP review. FDEP coastal construction permits apply in certain Palm Beach and Miami-Dade coastal locations. BAM manages all submittals — the owner does not interface with any regulatory agency.
Repair or Replacement Installation
Repair work is sequenced to minimize dock and waterfront access disruption. Tieback anchors are installed and proof-loaded per the PE's design. Panel patches are cured and inspected before cap work begins. For full replacement, existing wall is removed in sections, new panels driven to design embedment, and cap formed in a single continuous pour where possible. PE performs in-progress inspections at tieback installation and cap pour stages.
Engineer Certification & Closeout
PE certifies completed work per stamped drawings. County final inspection obtained and building permit closed. Closeout package delivered to owner includes: permit sign-off, PE compliance letter, as-built drawings, tieback installation logs, contractor warranty, and lien waiver. For FDEP and Army Corps permits, post-construction compliance submissions prepared and filed by BAM.
Regulatory
Three
Counties.
Every Permit We Pull.
Seawall permit requirements in South Florida involve multiple regulatory layers that vary by county, waterway type, and proximity to navigable or coastal waters. BAM coordinates every layer before the application is submitted.
Miami-Dade DERM review required for all seawall work adjacent to tidal canals, Biscayne Bay, and connected waterways. Army Corps Section 10 applies to navigable channel adjacency. WASD review for seawalls over or adjacent to drainage easements. Building permit with PE-stamped structural drawings required.
SFWMD Environmental Resource Permit required for seawall work within the SFWMD managed canal system. Intracoastal Waterway adjacency triggers Army Corps Section 10. Fort Lauderdale and other municipalities add a local overlay review. Broward County building permit with structural drawings required for all seawall work regardless of scope.
SFWMD ERP for seawall work within Loxahatchee and C-51 drainage network. Lake Worth Lagoon and coastal proximity triggers FDEP Coastal Construction Control Line permit layer. Palm Beach County building permit with PE-stamped structural drawings required. USACE Section 10 and 404 permits where applicable to navigable channels.
In Florida, structural seawall repair and replacement is a building-permit activity that requires a licensed General Contractor (CGC or CBC) as the permit applicant. A seawall specialty contractor without a GC license cannot pull the structural building permit. BAM is licensed, bonded, and carries its own Florida-registered structural PE — one contract covers the engineering, permitting, installation, and county closeout package that protects your property title.
Why BAM
One GC.
Engineer on Staff.
Every Permit We Pull.
FAQ
Common Questions
Most concrete seawalls with early-to-moderate deterioration can be repaired and have their service life extended by 25–35 years through PE-engineered tieback restoration, structural panel patching, and void grouting. The key variables are panel structural integrity, tieback restorability, and the degree of bowing. If the panels are still structurally sound and bowing is within recoverable limits (typically under 3 inches), repair is the correct call. If the panels are shattered, embedment is compromised at the toe, or bowing exceeds recoverable tolerance, full replacement delivers a longer service life at a lower 30-year cost. BAM's PE assesses and documents the specific condition before any scope is written.
The most visible sign of tieback failure is horizontal bowing — the top of the seawall leaning toward the water while the base remains fixed in the soil. Soil settlement or sinkholes directly behind the seawall cap is another indicator, as is cap separation from the panel face. In many cases tieback corrosion is not visible from the surface — a PE inspection that probes the waler rod connection points and measures bowing progression over time is the only reliable way to assess tieback condition. If your wall has any visible bowing, get a PE assessment before the next hurricane season — bowing walls fail catastrophically under surge loading.
All structural seawall repair and replacement in Miami-Dade requires a Miami-Dade County building permit with PE-stamped structural drawings. Seawalls adjacent to tidal canals or Biscayne Bay tributaries also require Miami-Dade DERM review and, where the waterway is on the Army Corps navigable channel list, a U.S. Army Corps of Engineers Section 10 permit. WASD review applies to seawalls over drainage easements. For the SFWMD-managed canal network in Miami-Dade, an SFWMD Environmental Resource Permit may also apply. BAM identifies which regulatory layers apply at the specific location during the site assessment and manages all submittals — the owner does not coordinate with any agency directly.
The timeline from assessment to completed construction depends primarily on permitting. Miami-Dade DERM review and Army Corps coordination can take 6–14 weeks depending on waterway classification and scope. Broward and Palm Beach timelines are similar. Once permits are issued, repair work on a standard residential seawall (50–100 linear feet) typically takes 3–7 construction days. Full replacement takes 2–3 weeks for the same length. BAM provides a project timeline at the design phase so owners can plan around the schedule — and dock access is maintained throughout installation on most residential scopes.
The BAM seawall closeout package includes: county building permit final inspection sign-off, PE compliance letter certifying installation per stamped drawings, as-built drawings, tieback anchor installation and proof-load logs, void grouting records where applicable, contractor warranty on materials and workmanship, and a fully executed lien waiver. For FDEP and Army Corps permitted projects, post-construction compliance documentation is prepared and filed by BAM. For HOA projects, the package is formatted for board records and can support reserve study documentation. The complete package is delivered digitally to the property owner or HOA manager within 10 business days of county final inspection.
Get Started
Request a Seawall Assessment
PE-reviewed within 1 business day. Condition assessment, repair vs. replacement recommendation, permit requirements, and project timeline — at no obligation.
Inquiry Received
Our structural team will review your project and respond within 1 business day.
Questions? Call (844) SEA-WALL
Licensed · PE Stamped · FDEP & Army Corps · DOD Performance
A Failing
Seawall
Doesn't Wait for
the Right Season.
Every hurricane season that passes with an unrepaired seawall is a season of compounding risk. A bowing wall that survives a normal season can fail under surge. BAM's PE-engineered repairs are designed to outlast the next 30 years of South Florida weather — not just patch the surface until next season.
Miami-Dade · Broward · Palm Beach · PE-Stamped · Bonded GC
