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Permit #2024080204
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7016-00010-0140 |
| Block: 00010 |
| Subdivision: 7016 - |
| Job Phone: 386-562-3061 |
| Location Address: 28 COLECHESTER LN |
| Type: PO - POOL |
| Issue Date: 08/16/2024 |
| NOC: RECORDED |
| Applicant name: AARON HESELTON |
| Owner: CHRISTOPHERS DANIEL M & AMERICA H&W |
|
Address 28 COLECHESTER LANE PALM COAST, FL 32137 |
| Lot: 0140 |
| Contracted Stated Job Value: ¤100,000.00 |
| Job Description: POOL WITH ENCLOSURE |
| Type: CN |
Contractor
UTOPIA CUSTOM POOLS & SPAS INC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
2 PINE CONE DR# 350592 FLAGLER BEACH, FL 32136 |
CPC1459824 (Exp: 08/31/2026) | 386-562-3061 |
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 |
CHAD W HENDERSON
| Status | Location Address | Phone |
| ACTIVE |
27 FERNON LN PALM COAST, FL 32137 |
386-275-8889 |
Inspection History
| Type | Request Date | Result | Inspector |
| POOL FINAL | 04/21/2025 | FINAL APPROVED | HCAMACHO |
| Note: 4/9/2025 - PREVIOUS INSPECTION NOTES Receptacle on house wall is within 6ft of pool wall, please relocate to 6ft 6" off of floor. NEC680.22 | |||
| POOL FINAL | 04/09/2025 | Disapproved - NO FEE | JSTEWART |
| Note: Receptacle on house wall is within 6ft of pool wall, please relocate to 6ft 6" off of floor. NEC680.22 | |||
| U -UTILITY RESIDENTIAL FINAL | 04/08/2025 | FINAL APPROVED | DHANEY |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 04/07/2025 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: 4/7/25 YOUR SITE PLAN SHOWS THE DRAINAGE OFF OFF THE REAR OF YOUR POOL SHEDDING LEFT AND RIGHT TO THE FRONT SWALE. YOUR SURVEY SHOWS UPHILL FLOW ON THE RIGHT SIDE CORNER AND FLAT TO THE RIGHT OF THE CORNER. YOUR LEFT SIDE SHOWS IS FALLING FROM A 9.40 TO A 9.20 AND THEN TRYING TO RUN BACK UPHILL TO A 9.40 AND A 9.30. YOU ARE REQUIRED TO HAVE A 3 TENTH SWALE FROM TOE TO HEEL SO DRAINAGE WILL HAVE POSITIVE FLOW. POSITIVE FALL .10 EVERY 20 FT. Section 300.01 D(4) V-17 4) Positive fall is considered to be 0.10 of a foot every 20 feeT REAR YARD DRANIAGE Section 300.01 C(6) V-16 "6) Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement." W SWALE 3 TENTHS TOE TO SLOPE 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. SEE PHOTO FOR REFERENCE. 4/1/2025 - PREVIOUS INSPECTION NOTES ** 04/01/25 SURVEYOR DID NOT CAPTURE YOUR DRAINAGE FEATURES ON THE LEFT SIDE ___________________________________________________________________________________________________________________ 4/1/2025 - PREVIOUS INSPECTION NOTES ** 04/01/25 BUILDER NEEDS TO SUBMITT A CLEAN FINAL SURVEY THAT IS LEGIBLE AND NOT MARKED UP ____________________________________________________________________________________________________________________ 3/25/2025 - PREVIOUS INSPECTION NOTES 1) THE FINAL SURVEY STATES THAT THE WATER IS IMPACTING THE ADJACENT LOT TO THE LEFT OF THIS LOT. NEED TO FIX WHERE YOU GAINED ACCESS TO THE LOT SO THE WATER WILL FLOW ON TO THE LOT TO THE LEFT OF THIS LOT. PER CODE Section 300.01 C(6) V-16 Draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 04/07/2025 | APPROVED | GBERTOLA |
| Note: 4/7/25= WATER IS MOVING FROM THE LEFT TO THE RIGHT SIDE. 9:40 – 9:30 – 25 AND DROPPING TO 9:15 TO THE FRONT OF THE HOUSE. 4/7/2025 - PREVIOUS INSPECTION NOTES 4/7/25 YOUR SITE PLAN SHOWS THE DRAINAGE OFF OFF THE REAR OF YOUR POOL SHEDDING LEFT AND RIGHT TO THE FRONT SWALE. YOUR SURVEY SHOWS UPHILL FLOW ON THE RIGHT SIDE CORNER AND FLAT TO THE RIGHT OF THE CORNER. YOUR LEFT SIDE SHOWS IS FALLING FROM A 9.40 TO A 9.20 AND THEN TRYING TO RUN BACK UPHILL TO A 9.40 AND A 9.30. YOU ARE REQUIRED TO HAVE A 3 TENTH SWALE FROM TOE TO HEEL SO DRAINAGE WILL HAVE POSITIVE FLOW. POSITIVE FALL .10 EVERY 20 FT. Section 300.01 D(4) V-17 4) Positive fall is considered to be 0.10 of a foot every 20 feeT REAR YARD DRANIAGE Section 300.01 C(6) V-16 "6) Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement." W SWALE 3 TENTHS TOE TO SLOPE 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. SEE PHOTO FOR REFERENCE. 4/1/2025 - PREVIOUS INSPECTION NOTES ** 04/01/25 SURVEYOR DID NOT CAPTURE YOUR DRAINAGE FEATURES ON THE LEFT SIDE ___________________________________________________________________________________________________________________ 4/1/2025 - PREVIOUS INSPECTION NOTES ** 04/01/25 BUILDER NEEDS TO SUBMITT A CLEAN FINAL SURVEY THAT IS LEGIBLE AND NOT MARKED UP ____________________________________________________________________________________________________________________ 3/25/2025 - PREVIOUS INSPECTION NOTES 1) THE FINAL SURVEY STATES THAT THE WATER IS IMPACTING THE ADJACENT LOT TO THE LEFT OF THIS LOT. NEED TO FIX WHERE YOU GAINED ACCESS TO THE LOT SO THE WATER WILL FLOW ON TO THE LOT TO THE LEFT OF THIS LOT. PER CODE Section 300.01 C(6) V-16 Draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement. | |||
| ROW - FINAL INSPECTION | 04/07/2025 | APPROVED | GBERTOLA |
| Note: WATER IS MOVING FROM THE LEFT TO THE RIGHT SIDE. 9:40 – 9:30 – 25 AND DROPPING TO 9:15 TO THE FRONT OF THE HOUSE. | |||
| ROW- PROJECT STATUS | 04/07/2025 | APPROVED | GBERTOLA |
| Note: Compare the Final Survey with the Topo on the ground=WATER IS MOVING FROM THE LEFT TO THE RIGHT SIDE. 9:40 – 9:30 – 25 AND DROPPING TO 9:15 TO THE FRONT OF THE HOUSE. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 04/01/2025 | Disapproved - NO FEE | EMADISON |
| Note: ** 04/01/25 BUILDER NEEDS TO SUBMITT A CLEAN FINAL SURVEY THAT IS LEGIBLE AND NOT MARKED UP ____________________________________________________________________________________________________________________ 3/25/2025 - PREVIOUS INSPECTION NOTES 1) THE FINAL SURVEY STATES THAT THE WATER IS IMPACTING THE ADJACENT LOT TO THE LEFT OF THIS LOT. NEED TO FIX WHERE YOU GAINED ACCESS TO THE LOT SO THE WATER WILL FLOW ON TO THE LOT TO THE LEFT OF THIS LOT. PER CODE Section 300.01 C(6) V-16 Draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 04/01/2025 | Disapproved - NO FEE | EMADISON |
| Note: ** 04/01/25 SURVEYOR DID NOT CAPTURE YOUR DRAINAGE FEATURES ON THE LEFT SIDE ___________________________________________________________________________________________________________________ 4/1/2025 - PREVIOUS INSPECTION NOTES ** 04/01/25 BUILDER NEEDS TO SUBMITT A CLEAN FINAL SURVEY THAT IS LEGIBLE AND NOT MARKED UP ____________________________________________________________________________________________________________________ 3/25/2025 - PREVIOUS INSPECTION NOTES 1) THE FINAL SURVEY STATES THAT THE WATER IS IMPACTING THE ADJACENT LOT TO THE LEFT OF THIS LOT. NEED TO FIX WHERE YOU GAINED ACCESS TO THE LOT SO THE WATER WILL FLOW ON TO THE LOT TO THE LEFT OF THIS LOT. PER CODE Section 300.01 C(6) V-16 Draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 03/25/2025 | Disapproved - NO FEE | PFLANAGAN |
| Note: 1) THE FINAL SURVEY STATES THAT THE WATER IS IMPACTING THE ADJACENT LOT TO THE LEFT OF THIS LOT. NEED TO FIX WHERE YOU GAINED ACCESS TO THE LOT SO THE WATER WILL FLOW ON TO THE LOT TO THE LEFT OF THIS LOT. PER CODE Section 300.01 C(6) V-16 Draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement. | |||
| ELECTRIC AND ALARM | 02/07/2025 | APPROVED | HCAMACHO |
| Note: 2/6/2025 - PREVIOUS INSPECTION NOTES No pool alarms on site or installed.FBC R4501.17.1.9 | |||
| ELECTRIC AND ALARM | 02/06/2025 | Disapproved - NO FEE | HCAMACHO |
| Note: No pool alarms on site or installed.FBC R4501.17.1.9 | |||
| POOL DECK | 12/02/2024 | APPROVED | HCAMACHO |
| STEEL AND GROUND | 09/30/2024 | APPROVED | HCAMACHO |
Review History
| Department | Status | Date In | Date Out |
| ZON | COMPLETE | 08/15/2024 | 08/15/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 08/06/2024 | 08/12/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 08/06/2024 | 08/12/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 08/06/2024 | 08/12/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 08/06/2024 | 08/12/2024 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | HOLD | 08/06/2024 | 08/06/2024 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Screen plan dimensions do not match site plan and pool plan dimensions |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| ADJUSTMENT 10% | (¤26.80) | 08/16/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 08/16/2024 |
| INSPECTION- POOL | ¤160.00 | 08/16/2024 |
| PLAN REVIEW - RESIDENTIAL | ¤78.00 | 08/16/2024 |
| SURCHARGE FS 533.721 | ¤2.41 | 08/16/2024 |
| SURCHARGE - FS 468.631 | ¤3.62 | 08/16/2024 |
| SW ENG INSPECTION 40 | ¤40.00 | 08/16/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 08/16/2024 |
| SITE PLAN 30 | ¤30.00 | 08/16/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤337.23 |