I want to search for...
Permit #2025120659
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7035-00550-0030 |
| Block: 00550 |
| Subdivision: 2172 - SECTION 35-BELLE TERRE |
| Job Phone: (386)627-0927 |
| Location Address: 6 BURBANK DR |
| Type: PO - POOL |
| Issue Date: 01/16/2026 |
| NOC: RECORDED |
| Applicant name: JASON BRET PAVLOW |
| Owner: CHISHOLM KEITH ANTHONY |
|
Address 6 BURBANK DRIVE PALM COAST, FL 32137 |
| Lot: 0030 |
| Contracted Stated Job Value: ¤74,600.00 |
| Job Description: POOL |
| Type: CN |
Contractor
WATERSIDE POOLS INC
| Status | Location Address | Mailing Address | State License Number | Phone | Fax |
| ACTIVE |
15 HARGROVE LANE PALM COAST , FL 32137 |
#3K PALM COAST , FL 32137 |
CPC1457358 (Exp: 08/31/2026) | (386)447-3390 | (386)447-3391 |
Sub Contractors
CHRISTOPHER I HALL
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
P. O. Box 2413 Bunnell, FL 32110 |
EC13002161 (Exp: 08/31/2028) | (386) 437-2966 | 386-437-5042 |
Inspection History
| Type | Request Date | Result | Inspector |
| POOL FINAL | 06/11/2026 | FINAL APPROVED | JSTEWART |
| Note: Inspector Notes from Inspection 2610 1. Detail in the plans submitted was used for the retain wall. 2/23/2026 - PREVIOUS INSPECTION NOTES On the raised footing portion of the deck is between 20" to 24" deep, with only aproximatly 4" to 6" below grade. Need a deatail on depth of footing below grade for stability of the raised footing, and also reinforcememnt vertically and top horizontal for lateral stability. Please submit to the city for approval. | |||
| U -UTILITY RESIDENTIAL FINAL | 06/10/2026 | APPROVED | BVEIGA |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 06/09/2026 | APPROVED | PFLANAGAN |
| Note: Please see notes on final survey | |||
| ROW - FINAL INSPECTION | 06/09/2026 | 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. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 06/08/2026 | APPROVED | PFLANAGAN |
| Note: Final survey shows that drainage will work properly. ---------------------------------------------------------------------------- 5/22/2026 - PREVIOUS INSPECTION NOTES ** 05/22/26 THIS IS THE SAME FINAL SURVEY AS SUBMITTED PREVIOUSLY WITH THE ONLY CHANGE MADE WAS YOU ADDED FLOW ARROWS WHICH ON THE LEFT SIDE IT INDICATES YOU ARE ATTEMPTING TO PUSH WATER AGAINST YOUR PROPOSED DRAINAGE FLOW ** YOUR SUBMITTED FINAL SURVEY AS WELL AS REVIEWING THE PREVIOUSLY SUBMITTED FINAL SURVEY YOUR FFE OF THE POOL DECK AND (EXISTING LANA ARE THE SAME AS YOU NOTE ON YOUR PROPOSED SITE PLAN) WHICH SHOWS TO BE (.29) HIGHER THAN THE FFE OF THE STRUCTURE (HOUSE). ** YOUR FINAL SURVEY ALSO SHOWS THAT YOU WILL PUSH WATER FROM YOUR REAR FENCE UP AGAINST YOUR POOL STRUCTURE THAT AREA IS FLAT AND SHOWS IT WILL HOLD WATER. YOU NEED TO PUSH WATER AWAY FROM YOUR STRUCTURE CREATE A DRAINAGE FEATURE BETWEEN IT AND YOUR FENCE THE THE CENTER OF THE THE DRAINAGE FEATURE NEEDS TO BE .30 FROM THE BOTTOM TO THE TOP OF SAID FEATURE WITH POSITIVE FALL TO THE REAR TO THE FRONT OF YOUR PROPERTY **4) Positive fall is considered to be 0.10 of a foot every 20 feet. Section 300.01 D(4) V-17 ** "Final Survey. The Final Survey is used to verify compliance with the Topographic Survey, Lot Grading Plan and Swale Plan. (1) A Final Survey must be submitted in person or uploaded online. If the survey is incomplete, unclear, does not adequately show the drainage patterns, or if the constructed drainage is incorrect, it will be disapproved until corrections are made and resubmitted for review and approval. Once any required field changes have been made and the survey has been revised, the contractor shall submit one (1) signed and sealed revised survey for review. If the field changes and/or the revised survey is accepted, a final inspection may be scheduled by the contractor. Section 300.01 F(1) V-17" ___________________________________________________________________________________________________________________________ 5/7/2026 - PREVIOUS INSPECTION NOTES ** 05/07/26 UPON FURTHER REVIEW OF YOUR SUBMITTED FINAL SURVEY AS WELL AS REVIEWING THE PREVIOUSLY SUBMITTED FINAL SURVEYYOUR FFE OF THE POOL DECK AND (EXISTING LANAI AS YOU NOTE ON YOUR PROPOSED SITE PLAN) ARE (.29) HIGHER THAN YOUR FFE OF THE STRUCTURE. ** YOUR FINAL SURVEY ALSO SHOWS THAT YOU WILL PUSH WATER FROM YOUR REAR FENCE UP AGAINST YOUR POOL STRUCTURE THAT AREA IS FLAT AND SHOWS IT WILL HOLD WATER. YOU NEED TO PUSH WATER AWAY FROM YOUR STRUCTURE CREATE A DRAINAGE FEATURE BETWEEN IT AND YOUR FENCE THE THE CENTER OF THE THE DRAINAGE FEATURE NEEDS TO BE .30 FROM THE BOTTOM TO THE TOP OF SAID FEATURE WITH POSITIVE FALL TO THE REAR TO THE FRONT OF YOUR PROPERTY **4) Positive fall is considered to be 0.10 of a foot every 20 feet. Section 300.01 D(4) V-17 ** "Final Survey. The Final Survey is used to verify compliance with the Topographic Survey, Lot Grading Plan and Swale Plan. (1) A Final Survey must be submitted in person or uploaded online. If the survey is incomplete, unclear, does not adequately show the drainage patterns, or if the constructed drainage is incorrect, it will be disapproved until corrections are made and resubmitted for review and approval. Once any required field changes have been made and the survey has been revised, the contractor shall submit one (1) signed and sealed revised survey for review. If the field changes and/or the revised survey is accepted, a final inspection may be scheduled by the contractor. Section 300.01 F(1) V-17" ___________________________________________________________________________________________________________________________ 5/6/2026 - PREVIOUS INSPECTION NOTES 05-06-26 TPOLACEK*** PLEASE SEE ATTACHED PHOTO OF SURVEY AND CODES. DRAINAGE WILL FALL BACK TO POOL DECK AND DOES NOT MEET COPC MINIMUM REQUIREMENTS Finished Floor Elevations (FFE):REAR YARD DRAINAGE Section 300.01 D(6) V-17 6) The top of slope of “W” swales along the property lines shall be a minimum of 0.30 of a foot higher than the toe of slope. Section 300.01 D(6) V-17 E.Florida Building Code, Residential, Chapter 4, R401.3 Chapter 4, R401.3 Chapter 4, R401.3- Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 05/22/2026 | Disapproved - NO FEE | EMADISON |
| Note: ** 05/22/26 THIS IS THE SAME FINAL SURVEY AS SUBMITTED PREVIOUSLY WITH THE ONLY CHANGE MADE WAS YOU ADDED FLOW ARROWS WHICH ON THE LEFT SIDE IT INDICATES YOU ARE ATTEMPTING TO PUSH WATER AGAINST YOUR PROPOSED DRAINAGE FLOW ** YOUR SUBMITTED FINAL SURVEY AS WELL AS REVIEWING THE PREVIOUSLY SUBMITTED FINAL SURVEY YOUR FFE OF THE POOL DECK AND (EXISTING LANA ARE THE SAME AS YOU NOTE ON YOUR PROPOSED SITE PLAN) WHICH SHOWS TO BE (.29) HIGHER THAN THE FFE OF THE STRUCTURE (HOUSE). ** YOUR FINAL SURVEY ALSO SHOWS THAT YOU WILL PUSH WATER FROM YOUR REAR FENCE UP AGAINST YOUR POOL STRUCTURE THAT AREA IS FLAT AND SHOWS IT WILL HOLD WATER. YOU NEED TO PUSH WATER AWAY FROM YOUR STRUCTURE CREATE A DRAINAGE FEATURE BETWEEN IT AND YOUR FENCE THE THE CENTER OF THE THE DRAINAGE FEATURE NEEDS TO BE .30 FROM THE BOTTOM TO THE TOP OF SAID FEATURE WITH POSITIVE FALL TO THE REAR TO THE FRONT OF YOUR PROPERTY **4) Positive fall is considered to be 0.10 of a foot every 20 feet. Section 300.01 D(4) V-17 ** "Final Survey. The Final Survey is used to verify compliance with the Topographic Survey, Lot Grading Plan and Swale Plan. (1) A Final Survey must be submitted in person or uploaded online. If the survey is incomplete, unclear, does not adequately show the drainage patterns, or if the constructed drainage is incorrect, it will be disapproved until corrections are made and resubmitted for review and approval. Once any required field changes have been made and the survey has been revised, the contractor shall submit one (1) signed and sealed revised survey for review. If the field changes and/or the revised survey is accepted, a final inspection may be scheduled by the contractor. Section 300.01 F(1) V-17" ___________________________________________________________________________________________________________________________ 5/7/2026 - PREVIOUS INSPECTION NOTES ** 05/07/26 UPON FURTHER REVIEW OF YOUR SUBMITTED FINAL SURVEY AS WELL AS REVIEWING THE PREVIOUSLY SUBMITTED FINAL SURVEYYOUR FFE OF THE POOL DECK AND (EXISTING LANAI AS YOU NOTE ON YOUR PROPOSED SITE PLAN) ARE (.29) HIGHER THAN YOUR FFE OF THE STRUCTURE. ** YOUR FINAL SURVEY ALSO SHOWS THAT YOU WILL PUSH WATER FROM YOUR REAR FENCE UP AGAINST YOUR POOL STRUCTURE THAT AREA IS FLAT AND SHOWS IT WILL HOLD WATER. YOU NEED TO PUSH WATER AWAY FROM YOUR STRUCTURE CREATE A DRAINAGE FEATURE BETWEEN IT AND YOUR FENCE THE THE CENTER OF THE THE DRAINAGE FEATURE NEEDS TO BE .30 FROM THE BOTTOM TO THE TOP OF SAID FEATURE WITH POSITIVE FALL TO THE REAR TO THE FRONT OF YOUR PROPERTY **4) Positive fall is considered to be 0.10 of a foot every 20 feet. Section 300.01 D(4) V-17 ** "Final Survey. The Final Survey is used to verify compliance with the Topographic Survey, Lot Grading Plan and Swale Plan. (1) A Final Survey must be submitted in person or uploaded online. If the survey is incomplete, unclear, does not adequately show the drainage patterns, or if the constructed drainage is incorrect, it will be disapproved until corrections are made and resubmitted for review and approval. Once any required field changes have been made and the survey has been revised, the contractor shall submit one (1) signed and sealed revised survey for review. If the field changes and/or the revised survey is accepted, a final inspection may be scheduled by the contractor. Section 300.01 F(1) V-17" ___________________________________________________________________________________________________________________________ 5/6/2026 - PREVIOUS INSPECTION NOTES 05-06-26 TPOLACEK*** PLEASE SEE ATTACHED PHOTO OF SURVEY AND CODES. DRAINAGE WILL FALL BACK TO POOL DECK AND DOES NOT MEET COPC MINIMUM REQUIREMENTS Finished Floor Elevations (FFE):REAR YARD DRAINAGE Section 300.01 D(6) V-17 6) The top of slope of “W” swales along the property lines shall be a minimum of 0.30 of a foot higher than the toe of slope. Section 300.01 D(6) V-17 E.Florida Building Code, Residential, Chapter 4, R401.3 Chapter 4, R401.3 Chapter 4, R401.3- Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 05/07/2026 | Disapproved - NO FEE | EMADISON |
| Note: ** 05/07/26 UPON FURTHER REVIEW OF YOUR SUBMITTED FINAL SURVEY AS WELL AS REVIEWING THE PREVIOUSLY SUBMITTED FINAL SURVEYYOUR FFE OF THE POOL DECK AND (EXISTING LANAI AS YOU NOTE ON YOUR PROPOSED SITE PLAN) ARE (.29) HIGHER THAN YOUR FFE OF THE STRUCTURE. ** YOUR FINAL SURVEY ALSO SHOWS THAT YOU WILL PUSH WATER FROM YOUR REAR FENCE UP AGAINST YOUR POOL STRUCTURE THAT AREA IS FLAT AND SHOWS IT WILL HOLD WATER. YOU NEED TO PUSH WATER AWAY FROM YOUR STRUCTURE CREATE A DRAINAGE FEATURE BETWEEN IT AND YOUR FENCE THE THE CENTER OF THE THE DRAINAGE FEATURE NEEDS TO BE .30 FROM THE BOTTOM TO THE TOP OF SAID FEATURE WITH POSITIVE FALL TO THE REAR TO THE FRONT OF YOUR PROPERTY **4) Positive fall is considered to be 0.10 of a foot every 20 feet. Section 300.01 D(4) V-17 ** "Final Survey. The Final Survey is used to verify compliance with the Topographic Survey, Lot Grading Plan and Swale Plan. (1) A Final Survey must be submitted in person or uploaded online. If the survey is incomplete, unclear, does not adequately show the drainage patterns, or if the constructed drainage is incorrect, it will be disapproved until corrections are made and resubmitted for review and approval. Once any required field changes have been made and the survey has been revised, the contractor shall submit one (1) signed and sealed revised survey for review. If the field changes and/or the revised survey is accepted, a final inspection may be scheduled by the contractor. Section 300.01 F(1) V-17" ___________________________________________________________________________________________________________________________ 5/6/2026 - PREVIOUS INSPECTION NOTES 05-06-26 TPOLACEK*** PLEASE SEE ATTACHED PHOTO OF SURVEY AND CODES. DRAINAGE WILL FALL BACK TO POOL DECK AND DOES NOT MEET COPC MINIMUM REQUIREMENTS Finished Floor Elevations (FFE):REAR YARD DRAINAGE Section 300.01 D(6) V-17 6) The top of slope of “W” swales along the property lines shall be a minimum of 0.30 of a foot higher than the toe of slope. Section 300.01 D(6) V-17 E.Florida Building Code, Residential, Chapter 4, R401.3 Chapter 4, R401.3 Chapter 4, R401.3- Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 05/06/2026 | Disapproved - NO FEE | TPOLACEK |
| Note: 05-06-26 TPOLACEK*** PLEASE SEE ATTACHED PHOTO OF SURVEY AND CODES. DRAINAGE WILL FALL BACK TO POOL DECK AND DOES NOT MEET COPC MINIMUM REQUIREMENTS Finished Floor Elevations (FFE):REAR YARD DRAINAGE Section 300.01 D(6) V-17 6) The top of slope of “W” swales along the property lines shall be a minimum of 0.30 of a foot higher than the toe of slope. Section 300.01 D(6) V-17 E.Florida Building Code, Residential, Chapter 4, R401.3 Chapter 4, R401.3 Chapter 4, R401.3- Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) | |||
| ELECTRIC AND ALARM | 03/24/2026 | APPROVED | JSTEWART |
| POOL DECK | 03/03/2026 | APPROVED - AS NOTED | HCAMACHO |
| Note: 1. Detail in the plans submitted was used for the retain wall. 2/23/2026 - PREVIOUS INSPECTION NOTES On the raised footing portion of the deck is between 20" to 24" deep, with only aproximatly 4" to 6" below grade. Need a deatail on depth of footing below grade for stability of the raised footing, and also reinforcememnt vertically and top horizontal for lateral stability. Please submit to the city for approval. | |||
| POOL DECK | 02/23/2026 | Disapproved - NO FEE | JSTEWART |
| Note: On the raised footing portion of the deck is between 20" to 24" deep, with only aproximatly 4" to 6" below grade. Need a deatail on depth of footing below grade for stability of the raised footing, and also reinforcememnt vertically and top horizontal for lateral stability. Please submit to the city for approval. | |||
| STEEL AND GROUND | 02/04/2026 | APPROVED | JSTEWART |
Review History
| Department | Status | Date In | Date Out |
| BFLOOD | CANCEL | 12/19/2025 | 12/19/2025 |
| BLD | COMPLETE | 12/19/2025 | 12/26/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 12/19/2025 | 12/26/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 12/19/2025 | 12/19/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| RSI | COMPLETE | 12/19/2025 | 12/19/2025 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/19/2025 | 12/19/2025 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 01/16/2026 |
| INSPECTION- POOL | ¤160.00 | 01/16/2026 |
| PLAN REVIEW - RESIDENTIAL | ¤65.00 | 01/16/2026 |
| RSI FIELD SURVEY INSPECTION | ¤48.75 | 01/16/2026 |
| RSI PLAN REVIEW NEW | ¤48.75 | 01/16/2026 |
| RSI FNL SURVEY/GRADING CERT | ¤48.75 | 01/16/2026 |
| RSI ROW FINAL INSPECTION | ¤16.25 | 01/16/2026 |
| SURCHARGE FS 533.721 | ¤2.55 | 01/16/2026 |
| SURCHARGE - FS 468.631 | ¤3.83 | 01/16/2026 |
| SITE PLAN 30 | ¤30.00 | 01/16/2026 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤453.88 |