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Permit #2025030589
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7003-00150-0030 |
| Block: 00150 |
| Subdivision: - |
| Job Phone: 386-237-1955 |
| Location Address: 5 CARDINAL CT |
| Type: SW - SEAWALL |
| Issue Date: 05/08/2025 |
| NOC: RECORDED |
| Applicant name: STACY ALYN BENNETT |
| Owner: FARAG EMAD F & FELICIA A H&W |
|
Address 8340 GREENSBORO DRIVE MCLEAN, VA 22102 |
|
Address UNIT 707 MCLEAN, VA 22102 |
| Lot: 0030 |
| Contracted Stated Job Value: ¤42,211.00 |
| Job Description: Seawall |
| Type: CN |
Contractor
COASTAL MARINE CONSTRUCTION
| Status | Location Address | State License Number | Phone |
| ACTIVE |
871 STATE HWY 100 WEST BUNNELL , FL 32110 |
SCC131152025 (Exp: 08/31/2026) | 386-237-0774 |
Inspection History
| Type | Request Date | Result | Inspector |
| SEAWALL FINAL | 07/21/2025 | APPROVED | CVANSTRAHLEN |
| ROW - STORMWATER FINAL | 07/18/2025 | APPROVED | EMADISON |
| Note: ** AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED | |||
| ROW - FINAL INSPECTION | 07/18/2025 | APPROVED | EMADISON |
| Note: ** AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED | |||
| SEAWALL DEADMAN CAP | 06/10/2025 | APPROVED | HCAMACHO |
| ROW -TURBIDITY BARRER | 05/21/2025 | APPROVED - AS NOTED | EMADISON |
| Note: ** 05/21/25 TURBIDITY BARRIER TO REMAIN IN PLACE THROUGH OUT THE PROJECT ** AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED |
Review History
| Department | Status | Date In | Date Out |
| BLD | COMPLETE | 04/24/2025 | 04/24/2025 |
| Note: Released By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM | |||
| BLD | HOLD | 04/08/2025 | 04/14/2025 |
| 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 TECHNICAL MANUAL (COPCTM), CITY OF PALM COAST LAND DEVELOPMENT CODE (LDC), FLORIDA STATUTES (FS), FLORIDA ADMINISTRATIVE CODE (FAC), AND AUTHORITY HAVING JURISDICTION (AHJ). PLAN REVIEW COMMENTS 1. Provide note on seawall engineering plan indicating all existing seawall panels, cap and tie-backs / restraints shall be removed and that new seawall panels will be installed within the property boundaries. LDC CHAPTER 4 SECTION 4.01.06. (NOTE NOT PROVIDED) 2. OK REPEAT COMMENT: 3. Site Plan indicates new seawall to be tied into returns at both sides of property. Engineering plans do not show how new seawall cap will be structurally connected to returns and do not show how returns are connected to adjacent property owner's seawalls. COPCTM Section1100.09 Drawing # 1100.G (NO STRUCTURAL CONNECTIONS FOR CAP AND NO RETURNS FOR ADJACENT PROPERTY SHOWN CONNECTING TO THIS PROPERTY RETURNS) 4. OK 5. Provide seawall grading plan prepared by a Florida licensed professional engineer. Grading plan provide sufficient design information including finished grade elevations, directional indicators of storm water flows that indicate storm water is directed into the canal without topping of circumventing seawall returns. Length and elevation of seawall returns must be shown including any stepping necessary to ensure storm water is maintained on the lot until it reaches the canal. Grading plan to show required swale and swale slopes for swale adjacent to the seawall. COPCTM Section1100.10, Section A. and B. (PROVIDE GRADING PLAN OF THE REAR YARD. GRADING PLAN SHALL PROVIDE SUFFICIENT DESIGN INFORMATION TO ENSURE ALL DRAINAGE ON THIS LOT WILL REMAIN ON THIS LOTWITH NO IMPACT TO ADJACENT LOTS UNTIL IT ENTERS THE CANAL. PROVIDE REQUIRED ELEVATION OF SEAWALL RETURN CAPS AND LENGTH OF RETURNS SUFFICIENT TO MAINTAIN DRAINAGE ON THIS LOT. RETURNS MUST BE AT LEAST 10 FEET LONG, MINIMUM, AND LONGER AS MAY BE NECESSARY TO FACILITATE DRAINAGE BEING MAINTAINED ON THIS LOT. RETURNS MAY NEED TO BE STEPPED IN ELEVATION TO MAINTAIN DRAINAGE ON THIS LOT. SWALES MAY BE INCORPORATED IN CONJUNCTION WITH SEAWALL RETURNS TO FACILITATE DRAINAGE REMAINING ON THIS LOT. PROVIDE SUFFICIENT SURVEY DATA TO SHOW DRAINAGE REMAINS ON THE LOT WITH NO IMPACT TO ADJACENT LOTS. SHOW REQUIRED DRAINAGE IMPROVEMENTS SUCH AS SWALES AND SIMILAR THAT MAY NEED TO BE CONSTRUCTED TO MAINTAIN DRAINAGE ON THIS LOT. GRADING PLAN MUST BE DONE IN PLAN VIEW. | |||
| BLD | HOLD | 03/14/2025 | 03/24/2025 |
| 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 TECHNICAL MANUAL (COPCTM), CITY OF PALM COAST LAND DEVELOPMENT CODE (LDC), 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. 11. Upon completion of the seawall, backfill and grading disturbed areas shall be immediately sodded. Erosion control devices shall be maintained until the site is sodded. PLAN REVIEW COMMENTS 1. Provide note on seawall engineering plan indicating all existing seawall panels, cap and tie-backs / restraints shall be removed and that new seawall panels will be installed within the property boundaries. LDC CHAPTER 4 SECTION 4.01.06. 2. Add note on seawall engineering plans indicating the elevation of the seawall bulkhead cap to be not more than 2.5 NAVD. Show note at both ends of seawall. COPCTM Section1100.09 E. 3. Site Plan indicates new seawall to be tied into returns at both sides of property. Engineering plans do not show how new seawall cap will be structurally connected to returns and do not show how returns are connected to adjacent property owner's seawalls. COPCTM Section1100.09 Drawing # 1100.G 4. Engineer to provide erosion proof and watertight seawall panel connection detail to existing seawalls on adjacent properties using one-half inch expansion joint material or other approved means of sealing panel connections. COPCTM Section 1100.09 Drawing # 1100.G 5. Provide seawall grading plan prepared by a Florida licensed professional engineer. Grading plan provide sufficient design information including finished grade elevations, directional indicators of stormwater flows that indicate stormwater is directed into the canal without topping of circumventing seawall returns. Length 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 the seawall. COPCTM Section1100.10, Section A. and B. | |||
| ENGIN1 | COMPLETE | 03/14/2025 | 03/14/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 03/14/2025 | 03/14/2025 |
| 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% | (¤18.08) | 05/08/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 05/08/2025 |
| INSPECTION - RESIDENTIAL | ¤118.25 | 05/08/2025 |
| PLAN REVIEW - MISC 32.50 | ¤32.50 | 05/08/2025 |
| SURCHARGE FS 533.721 | ¤2.00 | 05/08/2025 |
| SURCHARGE - FS 468.631 | ¤2.44 | 05/08/2025 |
| SW ENG REVIEW- 40 | ¤40.00 | 05/08/2025 |
| SW ENG - INSPECTION 20 | ¤20.00 | 05/08/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 05/08/2025 |
| SITE PLAN 15 | ¤15.00 | 05/08/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤262.11 |