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Permit #2025080442
Permit Details
Status: INSPECT
| Parcel Id: 07-11-31-7059-00610-0300 |
| CONDITIONED SPACE: 2400 sqft |
| GARAGE: 566 sqft |
| OPENED PORCH (WITH ROOF) : 350 sqft |
| Total Square Footage: 3316 sqft |
| Block: 00610 |
| Subdivision: 7059 - |
| Job Phone: 386-283-2035 |
| Location Address: 46 SLEEPY HOLLOW TRL |
| Type: DU - DUPLEX |
| Issue Date: 09/18/2025 |
| NOC: RECORDED |
| Applicant name: OLEG BELINSKIY |
| Owner: FLORIDAS BEST BUILDERS INC |
|
Address 19 PINE CIRCLE DR PALM COAST, FL 32164 |
| Lot: 0300 |
| Contracted Stated Job Value: ¤350,000.00 |
| Job Description: DUPLEX |
| Type: CN |
Contractor
FLORIDAS BEST BUILDERS INC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
19 PINE CIRCLE DRIVE PALM COAST, FL 32164 |
CBC1264760 (Exp: 08/31/2026) | 386-283-2035 |
Sub Contractors
OLEG BELINSKIY
| Status | Location Address | State License Number | Phone |
| ACTIVE |
19 PINE CIRCLE DRIVE19 PALM COAST, FL 32167 |
CCC1325974 (Exp: 08/31/2026) | 386-263-7906 |
JUAN CARLOS GONZALEZ
| Status | Location Address | State License Number |
| ACTIVE |
1328 COUNTY ROAD 308 CRESCENT CITY, FL 32112 |
RF11067806 (Exp: 08/31/2027) |
TIMUR ISPARYAN
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
3665 SPRINK PARK ROAD JACKSONVILLE , FL 32207 |
CMC1249968 (Exp: 08/31/2026) | 904-245-1818 | 904-337-1910 |
FERNANDO MEZA SR
| Status | Location Address | State License Number | Phone |
| ACTIVE |
457 CHELSEA PLACE AVE ORMOND BEACH, FL 32174 |
EC13003906 (Exp: 08/31/2026) | 386-241-5211 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW- PRE-APRON (PRE-POUR) | 05/27/2026 | APPROVED | FSLADISH |
| Note: 5/27/26 YOU ARE APPROVED TO LAY PAVERS AS OF THIS INSPECTION. _______________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9271 5/27/26 THIS IS A DUPLICATE INSPECTION. THIS WAS APPROVED 5/21/26 APPROVING AS NOTED. Inspector Notes from Inspection 9271 5/21/26 ACCIDENTALLY APPROVED A SECONDARY PRE POUR INSTEAD OF A PAVER RESTRAINT INSPECTION. I AM GOING TO APPROVE THIS AS NOTED AND CREATE AN ADDITIONAL PREPOUR INSPECTION. AT THE TIME OF THIS INSPECTION YOU ARE PARTIALLY APPROVED TO POUR YOUR DRIVEWAY APRON, SIDEWALK AND PAVER RESTRAINTS. **** DO NOT LAY ANY PAVERS UNTIL AFTER A SECONDARY SPREAD AND COMPACTION INSPECTION HAS BEEN SCHEDULED AND PASSED**** BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS Inspector Notes from Inspection 9270 5/20/26 AT THE TIME OF THIS INSPECTION YOU ARE PARTIALLY APPROVED TO POUR YOUR DRIVEWAY APRON, SIDEWALK AND PAVER RESTRAINTS. **** DO NOT LAY ANY PAVERS UNTIL AFTER A SECONDARY SPREAD AND COMPACTION INSPECTION HAS BEEN SCHEDULED AND PASSED**** BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS 5/20/2026 - PREVIOUS INSPECTION NOTES 5/20/26 AT THE TIME OF THIS INSPECTION YOU ARE PARTIALLY APPROVED TO POUR YOUR DRIVEWAY APRON AND PAVER RESTRAINTS. **** DO NOT LAY ANY PAVERS UNTIL AFTER A SECONDARY SPREAD AND COMPACTION INSPECTION HAS BEEN SCHEDULED AND PASSED**** BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS. 5/18/2026 - PREVIOUS INSPECTION NOTES 5/18/26 CANCELLING AS A COURTESY. | |||
| ROW- PAVER RESTRAINTS | 05/27/2026 | APPROVED - AS NOTED | FSLADISH |
| Note: 5/27/26 THIS IS A DUPLICATE INSPECTION. THIS WAS APPROVED 5/21/26 APPROVING AS NOTED. Inspector Notes from Inspection 9271 5/21/26 ACCIDENTALLY APPROVED A SECONDARY PRE POUR INSTEAD OF A PAVER RESTRAINT INSPECTION. I AM GOING TO APPROVE THIS AS NOTED AND CREATE AN ADDITIONAL PREPOUR INSPECTION. AT THE TIME OF THIS INSPECTION YOU ARE PARTIALLY APPROVED TO POUR YOUR DRIVEWAY APRON, SIDEWALK AND PAVER RESTRAINTS. **** DO NOT LAY ANY PAVERS UNTIL AFTER A SECONDARY SPREAD AND COMPACTION INSPECTION HAS BEEN SCHEDULED AND PASSED**** BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS Inspector Notes from Inspection 9270 5/20/26 AT THE TIME OF THIS INSPECTION YOU ARE PARTIALLY APPROVED TO POUR YOUR DRIVEWAY APRON, SIDEWALK AND PAVER RESTRAINTS. **** DO NOT LAY ANY PAVERS UNTIL AFTER A SECONDARY SPREAD AND COMPACTION INSPECTION HAS BEEN SCHEDULED AND PASSED**** BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS 5/20/2026 - PREVIOUS INSPECTION NOTES 5/20/26 AT THE TIME OF THIS INSPECTION YOU ARE PARTIALLY APPROVED TO POUR YOUR DRIVEWAY APRON AND PAVER RESTRAINTS. **** DO NOT LAY ANY PAVERS UNTIL AFTER A SECONDARY SPREAD AND COMPACTION INSPECTION HAS BEEN SCHEDULED AND PASSED**** BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS. 5/18/2026 - PREVIOUS INSPECTION NOTES 5/18/26 CANCELLING AS A COURTESY. | |||
| ROW- PAVER RESTRAINTS | 05/21/2026 | APPROVED - AS NOTED | FSLADISH |
| Note: 5/21/26 ACCIDENTALLY APPROVED A SECONDARY PRE POUR INSTEAD OF A PAVER RESTRAINT INSPECTION. I AM GOING TO APPROVE THIS AS NOTED AND CREAT AN ADDITIONAL PREPOUR INSPECTION. AT THE TIME OF THIS INSPECTION YOU ARE PARTIALLY APPROVED TO POUR YOUR DRIVEWAY APRON, SIDEWALK AND PAVER RESTRAINTS. **** DO NOT LAY ANY PAVERS UNTIL AFTER A SECONDARY SPREAD AND COMPACTION INSPECTION HAS BEEN SCHEDULED AND PASSED**** BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS Inspector Notes from Inspection 9270 5/20/26 AT THE TIME OF THIS INSPECTION YOU ARE PARTIALLY APPROVED TO POUR YOUR DRIVEWAY APRON, SIDEWALK AND PAVER RESTRAINTS. **** DO NOT LAY ANY PAVERS UNTIL AFTER A SECONDARY SPREAD AND COMPACTION INSPECTION HAS BEEN SCHEDULED AND PASSED**** BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS 5/20/2026 - PREVIOUS INSPECTION NOTES 5/20/26 AT THE TIME OF THIS INSPECTION YOU ARE PARTIALLY APPROVED TO POUR YOUR DRIVEWAY APRON AND PAVER RESTRAINTS. **** DO NOT LAY ANY PAVERS UNTIL AFTER A SECONDARY SPREAD AND COMPACTION INSPECTION HAS BEEN SCHEDULED AND PASSED**** BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS. 5/18/2026 - PREVIOUS INSPECTION NOTES 5/18/26 CANCELLING AS A COURTESY. | |||
| ROW- PRE-APRON (PRE-POUR) | 05/20/2026 | PARTIALLY APPROVED | FSLADISH |
| Note: 5/20/26 AT THE TIME OF THIS INSPECTION YOU ARE PARTIALLY APPROVED TO POUR YOUR DRIVEWAY APRON AND PAVER RESTRAINTS. **** DO NOT LAY ANY PAVERS UNTIL AFTER A SECONDARY SPREAD AND COMPACTION INSPECTION HAS BEEN SCHEDULED AND PASSED**** BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS. 5/18/2026 - PREVIOUS INSPECTION NOTES 5/18/26 CANCELLING AS A COURTESY. | |||
| ROW- PRE-APRON (PRE-POUR) | 05/20/2026 | APPROVED - AS NOTED | FSLADISH |
| Note: 5/20/26 AT THE TIME OF THIS INSPECTION YOU ARE PARTIALLY APPROVED TO POUR YOUR DRIVEWAY APRON, SIDEWALK AND PAVER RESTRAINTS. **** DO NOT LAY ANY PAVERS UNTIL AFTER A SECONDARY SPREAD AND COMPACTION INSPECTION HAS BEEN SCHEDULED AND PASSED**** BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS 5/20/2026 - PREVIOUS INSPECTION NOTES 5/20/26 AT THE TIME OF THIS INSPECTION YOU ARE PARTIALLY APPROVED TO POUR YOUR DRIVEWAY APRON AND PAVER RESTRAINTS. **** DO NOT LAY ANY PAVERS UNTIL AFTER A SECONDARY SPREAD AND COMPACTION INSPECTION HAS BEEN SCHEDULED AND PASSED**** BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS. 5/18/2026 - PREVIOUS INSPECTION NOTES 5/18/26 CANCELLING AS A COURTESY. | |||
| ROW- PAVER RESTRAINTS | 05/18/2026 | CANCELLED BY APPLICANT | FSLADISH |
| Note: 5/18/26 CANCELLING AS A COURTESY. | |||
| ROW- PRE-APRON (PRE-POUR) | 05/18/2026 | CANCELLED BY APPLICANT | FSLADISH |
| Note: 5/18/26 CANCELLING AS A COURTESY. | |||
| SEWER TIE IN | 05/04/2026 | APPROVED | KSANDOE |
| Note: 4/30/2026 - PREVIOUS INSPECTION NOTES Please fix items before next inspection #1-uncovert drain pipe all throug the pep tank to confirm tie in 4/28/2026 - PREVIOUS INSPECTION NOTES please fix items before next inspection ( City of Palm Coast Requirements ) #1-According to local Florida utility requirements (specifically Palm Coast, which utilizes Pretreatment Effluent Pumping "PEP" tanks), the sewer tie-in must be made from the house, through a cleanout, to the PEP tank on the property line . Key Requirements for PEP Tank Tie-ins: #1-Location: PEP tanks are installed in the utility right-of-way/easement, typically opposite the water meter. #2-Tie-in Point: The plumber connects the house gravity sewer to the inlet side of the PEP tank. #3-Cleanout: A 6” cleanout stack must be installed on the sewer stub-out by the house. #4-Connection Method: Use a 6” x 4” eccentric reducer if connecting to a 6-inch service line, ensuring the flow channel side is at the bottom to maintain flow. #5-Distance: The PEP tank cleanout must be placed within 3 feet from the end of the tank. #6-Site Constraints: No driveways or plantings are allowed within 4.5 feet of the sides of the lid, 3 feet in front, or 9 feet behind the PEP tank lid. #7-Panel Placement: The control panel must be located within 5 feet of the front corner of the building. These regulations are enforced by city utility inspectors, requiring all pipes to be exposed at the time of inspection. | |||
| ELECTRIC - EARLY POWER | 05/04/2026 | APPROVED | KSANDOE |
| GRAVITY SEWER TEST | 04/30/2026 | APPROVED | CVANSTRAHLEN |
| Note: 4/28/2026 - PREVIOUS INSPECTION NOTES Please fix items before next inspection #1- Water level low on right side of the building | |||
| SEWER TIE IN | 04/30/2026 | Disapproved -FEE REQUIRED | CVANSTRAHLEN |
| Note: Please fix items before next inspection #1-uncovert drain pipe all throug the pep tank to confirm tie in 4/28/2026 - PREVIOUS INSPECTION NOTES please fix items before next inspection ( City of Palm Coast Requirements ) #1-According to local Florida utility requirements (specifically Palm Coast, which utilizes Pretreatment Effluent Pumping "PEP" tanks), the sewer tie-in must be made from the house, through a cleanout, to the PEP tank on the property line . Key Requirements for PEP Tank Tie-ins: #1-Location: PEP tanks are installed in the utility right-of-way/easement, typically opposite the water meter. #2-Tie-in Point: The plumber connects the house gravity sewer to the inlet side of the PEP tank. #3-Cleanout: A 6” cleanout stack must be installed on the sewer stub-out by the house. #4-Connection Method: Use a 6” x 4” eccentric reducer if connecting to a 6-inch service line, ensuring the flow channel side is at the bottom to maintain flow. #5-Distance: The PEP tank cleanout must be placed within 3 feet from the end of the tank. #6-Site Constraints: No driveways or plantings are allowed within 4.5 feet of the sides of the lid, 3 feet in front, or 9 feet behind the PEP tank lid. #7-Panel Placement: The control panel must be located within 5 feet of the front corner of the building. These regulations are enforced by city utility inspectors, requiring all pipes to be exposed at the time of inspection. | |||
| SEWER TIE IN | 04/28/2026 | Disapproved -FEE REQUIRED | CVANSTRAHLEN |
| Note: please fix items before next inspection ( City of Palm Coast Requirements ) #1-According to local Florida utility requirements (specifically Palm Coast, which utilizes Pretreatment Effluent Pumping "PEP" tanks), the sewer tie-in must be made from the house, through a cleanout, to the PEP tank on the property line . Key Requirements for PEP Tank Tie-ins: #1-Location: PEP tanks are installed in the utility right-of-way/easement, typically opposite the water meter. #2-Tie-in Point: The plumber connects the house gravity sewer to the inlet side of the PEP tank. #3-Cleanout: A 6” cleanout stack must be installed on the sewer stub-out by the house. #4-Connection Method: Use a 6” x 4” eccentric reducer if connecting to a 6-inch service line, ensuring the flow channel side is at the bottom to maintain flow. #5-Distance: The PEP tank cleanout must be placed within 3 feet from the end of the tank. #6-Site Constraints: No driveways or plantings are allowed within 4.5 feet of the sides of the lid, 3 feet in front, or 9 feet behind the PEP tank lid. #7-Panel Placement: The control panel must be located within 5 feet of the front corner of the building. These regulations are enforced by city utility inspectors, requiring all pipes to be exposed at the time of inspection. | |||
| GRAVITY SEWER TEST | 04/28/2026 | Disapproved - NO FEE | CVANSTRAHLEN |
| Note: Please fix items before next inspection #1- Water level low on right side of the building | |||
| PEP TANK INSTALLATION REQUEST | 04/02/2026 | APPROVED | ISANDERSON |
| INSULATION | 03/26/2026 | APPROVED | CVANSTRAHLEN |
| Note: 3/25/2026 - PREVIOUS INSPECTION NOTES Please read note from previous inspection Left side is fix , right side need attention 3/24/2026 - PREVIOUS INSPECTION NOTES Please fix items before next inspection #1-Need solid blocking on garage double wall middle , penetration throug attic ( right side need bloking , Opening is about 1") left side need fire rate foam , opening is about 1/8" FBC R302.11 | |||
| INSULATION | 03/25/2026 | Disapproved -FEE REQUIRED | CVANSTRAHLEN |
| Note: Please read note from previous inspection Left side is fix , right side need attention 3/24/2026 - PREVIOUS INSPECTION NOTES Please fix items before next inspection #1-Need solid blocking on garage double wall middle , penetration throug attic ( right side need bloking , Opening is about 1") left side need fire rate foam , opening is about 1/8" FBC R302.11 | |||
| INSULATION | 03/24/2026 | Disapproved -FEE REQUIRED | CVANSTRAHLEN |
| Note: Please fix items before next inspection #1-Need blocking on garage double wall middle , penetration throug attic ( right side need bloking , Opening is about 1") left side need fire rate foam , opening is about 1/8" FBC R302.11 | |||
| LATH/BRICK/ WATER BARRIER | 03/19/2026 | APPROVED | KSANDOE |
| Note: Inspector Notes from Inspection 2420 Please fix item before next inspection #1-FBCR 609.1-GAP AT WINDOW/DOOR REVEAL TOO LARGE > 1/4 " PER MANUFACTURERS SPECS ( unit A and B ) | |||
| ALL ROUGH | 03/13/2026 | APPROVED - AS NOTED | CVANSTRAHLEN |
| Note: Please fix item before next inspection #1-FBCR 609.1-GAP AT WINDOW/DOOR REVEAL TOO LARGE > 1/4 " PER MANUFACTURERS SPECS ( unit A and B ) | |||
| FIREWALL FINAL | 02/17/2026 | APPROVED | BTAYLOR |
| FIREWALL DRYWALL NAILING | 02/12/2026 | APPROVED | BTAYLOR |
| ROOF VALLEY & METAL | 02/09/2026 | APPROVED | BTAYLOR |
| WALL SHEATHING | 02/05/2026 | APPROVED | BTAYLOR |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 02/05/2026 | APPROVED | BTAYLOR |
| FIREWALL FRAMING | 02/05/2026 | APPROVED | BTAYLOR |
| TIE BEAM / LINTEL | 01/16/2026 | APPROVED | CVANSTRAHLEN |
| MONOLITHIC SLAB | 12/09/2025 | APPROVED | BTAYLOR |
| PLUMBING 1ST ROUGH UNDERGROUND | 12/04/2025 | APPROVED | MGIBSON |
| Note: WATER SERVICE NOT RAN YET | |||
| FORMBOARD SURVEY (OFFICE USE ONLY) | 12/03/2025 | APPROVED | RRICKS |
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 11/19/2025 | APPROVED | PKNAPIK |
| WATER METER INSTALLATION REQUEST | 11/06/2025 | APPROVED | CBOWERMASTER |
| U-CROSS CONNECTION | |||
| BLD - BUILDING FINAL | |||
| ROW - FINAL APRON (AFTER POUR) | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | |||
| ROW - FINAL INSPECTION | |||
| U -UTILITY RESIDENTIAL FINAL |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 05/18/2026 | 05/27/2026 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 01/08/2026 | 01/09/2026 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 01/08/2026 | 01/08/2026 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 12/03/2025 | 12/03/2025 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/03/2025 | 12/03/2025 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 11/24/2025 | 11/25/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM The dimensions along the front of the home on the formboard does not match dimensions on the approved grading. Please revise as needed. Please feel free to call or email if there are any questions or concerns. | |||
| ZON | COMPLETE | 11/24/2025 | 11/24/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 11/19/2025 | 11/19/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 08/20/2025 | 08/20/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 08/20/2025 | 08/21/2025 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 08/14/2025 | 08/15/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 08/12/2025 | 08/15/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 08/12/2025 | 08/15/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 08/12/2025 | 08/18/2025 |
| Note: Released By: MICHELLE MCPARTLAND - - | |||
| ELEC | COMPLETE | 08/12/2025 | 08/18/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 08/12/2025 | 08/12/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 08/12/2025 | 08/12/2025 |
| LOCATE | COMPLETE | 08/12/2025 | 08/14/2025 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | HOLD | 08/12/2025 | 08/13/2025 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Provide return duct transfer sizes on duct layout | |||
| SW1 | HOLD | 08/12/2025 | 08/13/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM There shall be a minumum of 0.3' fall from lot 31 to the common swale on the right side. Please revise so that the 0.3' fall is maintained throughout the common swale. | |||
| ZON | HOLD | 08/12/2025 | 08/13/2025 |
| Note: Held By: LIBBY RAYBURN - - LRAYBURN@PALMCOASTGOV.COM for recording purposes the original ROW agreement must be turn in. | |||
| SWALE | COMPLETE | 08/12/2025 | 08/15/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| REINSPECTION FEE | ¤40.00 | 05/18/2026 |
| REINSPECTION FEE | ¤40.00 | 05/18/2026 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 05/18/2026 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 05/18/2026 |
| CONTRACTOR CHANGE | ¤20.00 | 05/18/2026 |
| FC IMPACT FEE EMS | ¤124.00 | 09/18/2025 |
| IMPACT FEE FIRE | ¤869.02 | 09/18/2025 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤436.00 | 09/18/2025 |
| FC IMPACT FEE LIBRARY | ¤536.00 | 09/18/2025 |
| IMPACT FEE PARKS | ¤3,656.02 | 09/18/2025 |
| IMPACT FEE SCHOOL | ¤10,900.00 | 09/18/2025 |
| RECORDING FEE REIMBURSE DOC | ¤44.00 | 09/18/2025 |
| PEP TANK INSTALL | ¤1,513.48 | 09/18/2025 |
| WATER- TURN ON | ¤100.00 | 09/18/2025 |
| ADJUSTMENT 10% | (¤166.09) | 09/18/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 09/18/2025 |
| INSPECTION - RESIDENTIAL | ¤1,270.50 | 09/18/2025 |
| PLAN REVIEW - RESIDENTIAL | ¤360.36 | 09/18/2025 |
| WASTEWATER MAIN EXTENSION IMPA | ¤4,770.00 | 09/18/2025 |
| SURCHARGE FS 533.721 | ¤14.95 | 09/18/2025 |
| SURCHARGE - FS 468.631 | ¤22.42 | 09/18/2025 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 09/18/2025 |
| SW ENG INSPECTION 80 | ¤80.00 | 09/18/2025 |
| SW ENG PRE APRON | ¤30.00 | 09/18/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 09/18/2025 |
| SW ENG RES REVIEW 200 | ¤200.00 | 09/18/2025 |
| WATER METER W/ TAP | ¤4,653.86 | 09/18/2025 |
| TRANSPORTATION IMPACT FEE | ¤2,974.00 | 09/18/2025 |
| SEWER CREDIT | (¤1,700.00) | 09/18/2025 |
| WASTEWATER PERM INSPECTION | ¤80.00 | 09/18/2025 |
| WASTEWATER PERM REVIEW | ¤100.00 | 09/18/2025 |
| SEWER CAPITAL FACILITY | ¤8,830.00 | 09/18/2025 |
| WATER CAPITAL FACILITY FEE | ¤7,580.98 | 09/18/2025 |
| WATER PERMIT INSPECTION | ¤80.00 | 09/18/2025 |
| WATER MAIN EXTENSION IMPACT | ¤1,834.54 | 09/18/2025 |
| SITE PLAN 30 | ¤30.00 | 09/18/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤49,474.04 |