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Permit #2025040212
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7003-00070-0130 |
| Block: 00070 |
| Subdivision: - |
| Job Phone: 386-566-6359 |
| Location Address: 26 CLINTON CT S |
| Type: SW - SEAWALL |
| Issue Date: 04/24/2025 |
| NOC: RECORDED |
| Applicant name: THAD RAYMOND ADAMEK |
| Owner: BOWMAN GILBERT & BARBARA C/O JULIAN ANDERSON BOWMA |
|
Address 43 WARRINER GARDENS LONDON SW11 4EA UK, 0 |
|
Address WEYBRIDGE SURREY LONDON SW11 4EA UK, 0 |
| Lot: 0130 |
| Contracted Stated Job Value: ¤35,000.00 |
| Job Description: REPLACE SEAWALL |
| Type: CN |
Contractor
HALIFAX MARINE CONSTRUCTION, INC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
945 DUNCAN ROAD SOUTH DAYTONA, FL 32119 |
CRC1330178 (Exp: 08/31/2026) | 386-767-4972 |
Inspection History
| Type | Request Date | Result | Inspector |
| SEAWALL FINAL | 07/08/2025 | FINAL APPROVED | HCAMACHO |
| SEAWALL FINAL | 07/07/2025 | Disapproved - NO FEE | HCAMACHO |
| Note: Please remove turbity barrier before we can Final. | |||
| ROW - STORMWATER FINAL | 07/02/2025 | APPROVED - AS NOTED | PFLANAGAN |
| Note: PLEASE REMOVE TURIBITY BARRIER | |||
| ROW - FINAL INSPECTION | 07/02/2025 | APPROVED | PFLANAGAN |
| Note: At the time of the inspection all minimum city requirements were met. It is the builders and the homowners responsibility to ensure that nothing changes after this Inspection is approved. It will not be on the city if any changes after this inspection. | |||
| SEAWALL DEADMAN CAP | 04/28/2025 | FINAL APPROVED | HCAMACHO |
| ROW -TURBIDITY BARRER | 04/25/2025 | APPROVED - AS NOTED | FSLADISH |
| Note: 4/25/25 The permittee shall be responsible for the maintaining the barrier for the duration of the project to ensure continuous protection of the waterbody. Repairs to the barrier will be performed in accordance with the manufacturer’s specifications. C. Once operations below the mean high water line are completed, the collected sediment will be removed and the original depth or plan elevation shall be restored. Any spoils from the operation must be removed to an upland area and stabilized. Suspended sediment will be allowed to settle before removing the barrier. Floating turbidity barriers shall be removed in such a manner as to minimize turbidity. |
Review History
| Department | Status | Date In | Date Out |
| BLD | COMPLETE | 04/24/2025 | 04/24/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | HOLD | 04/03/2025 | 04/08/2025 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM COMMENTS BELOW PER THE 2023 FLORIDA BUILDING CODE-BUILDING (FBCB), CITY OF PALM COAST LAND DEVELOPMENT CODE, CITY OF PALM COAST TECHNICAL MANUAL (COPCTM), FLORIDA STATUTES (FS), FLORIDA ADMINISTRATIVE CODE (FAC), AND AUTHORITY HAVING JURISDICTION (AHJ). Add General Note (or similarly titled) section titled “City of Palm Coast Seawalls, Bulkheads and Revetments Construction Standards” conspicuously displayed on the plans and add the following general notes: 1. Seawall and revetment construction shall conform to the City of Palm Coast Technical Manual Engineering Design Standards Section 1100.09 Seawalls / Bulkheads and Revetments and the City of Palm Coast Unified Land Development Code Chapter 4, Section 4.01.06. In the event of conflict between seawall and revetment design plans and The City of Palm Coast Technical Manual Engineering Design Standards Section 1100.09, the City of Palm Coast Technical Manual Engineering Design Standards Section 1100.09 and the Unified Land Development Code Chapter 4, Section 4.01.06 shall be controlling. 2. Turbidity barriers shall be installed and maintained in accordance with the City of Palm Coast Technical Manual Engineering Design Standards Section 1200 Erosion Control, Section 1200.01 and Drawing # 1200 B Floating Turbidity Barrier Example. 3. Turbidity barriers shall be installed prior to construction, removal of turf and landscaping and disturbance and removal of any part of the seawall. 4. Turbidity barriers shall be installed and maintained and shall remain in place for the duration of construction and shall not be removed until collected sediment and debris have been removed to the original canal depth or approved plan elevation. 5. Turbidity barriers shall remain in place until all upland areas have been restored and all landscaping and final lot improvements have been completed and the ROW Final Inspection is approved by the City. 6. Turbidity barriers shall not be anchored or otherwise attached to any seawall. 7. Existing seawall panels, bulkhead cap, restraints / deadman, seawall panels shall be completely removed from the City of Palm Coast Right-of-Way and lawfully disposed of in accordance with Florida Statutes and Department of Environmental Protection regulations. Exceptions for partial seawall reconstruction projects may be accepted by the City of Palm Coast at its discretion and with prior coordination and approval before commencement of seawall removal / deconstruction. 8. The new seawall shall be installed entirely within private property and in vertical and horizontal alignment with existing, adjacent seawalls. If no adjacent seawalls exist then seawall panels are to be installed within private property. Not more than one-half of the bulkhead cap may project into the City Right-of-Way provided no part of the seawall panels project into the Right of Way. 9. The top of the seawall bulkhead cap shall be a maximum of elevation of 2.5 feet based on the NAVD 88. 10. The top of the seawall bulkhead cap may be increased in elevation when connection to an existing bulkhead at the end of the canal is necessary but in no case can the new seawall cap be at a higher elevation than the bulkhead at the end of the canal. The maximum allowed transition in elevation is the width of one (1) seawall panel. PLAN COMMENTS 1. PROVIDE SEAWALL GRADING PLAN PREPARED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. GRADING PLAN IS TO PROVIDE SUFFICIENT DESIGN INFORMATIONINCLUDING FINISHED GRADE ELEVATIONS, DIRECTIONAL INDICATORS OF STORMWATER FLOWS THAT INDICATE STORMWATER IS DIRECTED INTO THE CANALWITHOUT TOPPING OR CIRCUMVENTING SEAWALL RETURNS. lENGHTH AND ELEVATION OF SEAWALL RETURNS MUST BE SHOWN INCLUDING ANY STEPPING NECESSARY TO ENSURE STORMWATER IS MAINTAINED ON THE LOT UNTIL IT REACHES THE CANAL. GRADING PLAN TO SHOW REQUIRED SWALE AND SWALE SLOPES FOR SWALE ADJACENT TO SEAWALL. COPCTM SECTION 1100.10. SECTION A ABD B 2. ENGINEERED PLANS NEED TO DESIGNATE THE ELEVATION OF THE SEAWALL BULKHEAD CAP NO MORE THAN 2.5 FEET NAVD. LDC CHAPTER 4, SECTION 4.01.06 E.1. 3. ENGINEER NEEDS TO PROVIDE THE STRUCTURAL CONNECTION OF BULKHEAD CAP TO ADJACENT SEAWALL. SEAWALL PANELS ARE LAPPED OR ABUTTED USING ½ INCH EXPANSION JOINT MATERIAL AND DETAIL PROVIDED ON PLANS. 4. PROVIDE STRUCTURAL CONNECTION OF SEAWALL CAP AND PANELS TO ADJACENT SEAWALL CAP AND PANELS OR PROVIDE A SEWALL RETURN . SEAWALL RETURN TO EXTEND A MINIMUM OF 10 FEET INTO THE PROPERTY AND CONSTRUCTED IN THE SAME MANNER AS OTHER PARTS OF THE SEAWALL. SEAWALL RETURN MUST EXTEND FURTHER INTO THE LOT A SUFFICIENT DISTANCE TO ENSURE THE COMPLETED POST-CONSTRUCTION GRADING CAN BE COMPLETED IN A MANNER SO THAT LOT STORMWATER DRAINAGE REMAINS ON THE LOT UNTIL IT FLOWS OVER THE SEAWALL AND DOES NOT TOP OR CIRCUMVENT THE RETURN AND IMPACT ADJACENT LOT OWNER. SEE APPROVED GRADING AND DRAINAGE PLAN TO VERIFY LENGTHS AND ELEVATIONS OF RETURNS MATCH WHAT IS SHOWN ON THE ENGINEERED PLANS. COPCTM SECTION 1100.09, DRAWING #1100.G. 5. ENGINEERED PLANS NEED TO DESIGNATE THE NEW SEAWALL BULKHEAD CAP TO BE AT SAME ELEVATION AS ADJACENT SEAWALLS. | |||
| ENGIN1 | COMPLETE | 04/03/2025 | 04/11/2025 |
| Note: Released By: CARMELO MORALES - (386)986-4758 - CMORALES@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 04/03/2025 | 04/03/2025 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| ADJUSTMENT 10% | (¤15.88) | 04/24/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 04/24/2025 |
| INSPECTION - RESIDENTIAL | ¤96.25 | 04/24/2025 |
| PLAN REVIEW - MISC 32.50 | ¤32.50 | 04/24/2025 |
| SURCHARGE FS 533.721 | ¤2.00 | 04/24/2025 |
| SURCHARGE - FS 468.631 | ¤2.14 | 04/24/2025 |
| SW ENG REVIEW- 40 | ¤40.00 | 04/24/2025 |
| SW ENG - INSPECTION 20 | ¤20.00 | 04/24/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 04/24/2025 |
| SITE PLAN 15 | ¤15.00 | 04/24/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤242.01 |