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Permit #2025030830
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7022-00180-0200 |
| Block: 00180 |
| Subdivision: 7022 - |
| Job Phone: 386-527-3119 |
| Location Address: 189 WESTHAMPTON DR |
| Type: PO - POOL |
| Issue Date: 03/25/2025 |
| NOC: RECORDED |
| Applicant name: RYAN CORY JONES |
| Owner: BARNHILL REBEKAH |
|
Address 189 WESTHAMPTON DRIVE PALM COAST, FL 32164 |
| Lot: 0200 |
| Contracted Stated Job Value: ¤25,000.00 |
| Job Description: ABOVE GROUND POOL REF#2024070201 |
| Type: CN |
| Original Permit #: 2024070201 |
Contractor
ALMIGHTY POOLS LLC
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
1297 BRAMLEY LANE DELAND, FL 32720 |
CPC1458120 (Exp: 08/31/2026) | 386-795-9990 | 386-734-4059 |
Sub Contractors
JOHN VINCENT MANCINI
| Status | Location Address | State License Number | Phone |
| INACTIVE |
1188 NE 47 TH STREET OAKLAND, FL 33062 |
EC13002517 (Exp: 08/31/2026) | 954-451-5781 |
JOHN VINCENT MANCINI
| Status | Location Address | State License Number | Phone |
| INACTIVE |
1188 NE 47 TH STREET OAKLAND, FL 33062 |
EC13002517 (Exp: 08/31/2026) | 954-451-5781 |
Inspection History
| Type | Request Date | Result | Inspector |
| FINAL - BUILDING MISC | 11/10/2025 | FINAL APPROVED | MKRASKI |
| FINAL - BUILDING MISC | 10/28/2025 | Disapproved - NO FEE | MKRASKI |
| Note: 1. Screen enclosure must be bonded NEC 680.26(B)(7) 2. Hand rail is required for steps FBC Accessibility 454.1.8.4 | |||
| ELECTRIC AND ALARM | 10/08/2025 | APPROVED - AS NOTED | MKRASKI |
| Note: 1. Breakers must be labeled in pool control panel NEC 408.4 2. GFCI protection is required on all circuits FBC 4501.16/NEC 680.21(C)/NEC 680.22 3. Bondwire must be protected from damage NEC 250.64(A)(2) 4. Pool control panel needs a min of 3' clear working space NEC 110.26 5. PVC and liquid tight conduits need to be properly secured NEC 352.30 6. Gates must be self closing and swing outwards FBC 4501.17.1.8 ***Make ALL repairs by final*** | |||
| ROW- PROJECT STATUS | 10/01/2025 | Status Check | PFLANAGAN |
| Note: LOOKED AT BERM | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 10/01/2025 | APPROVED - AS NOTED | PFLANAGAN |
| Note: PASSING AS NOTED THAT WATER WILL NOT IMPACT ADJACENT LOTS SURROUND THIS LOT HOMEOWNER PUT BERM ALONG LEFTSIDE | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 10/01/2025 | APPROVED | PFLANAGAN |
| Note: SEE NOTES ON FINAL SURVEY | |||
| ROW - FINAL INSPECTION | 10/01/2025 | 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. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/16/2025 | Disapproved - NO FEE | PFLANAGAN |
| Note: talked with resident about what needs to be done this will be only parren to inspect in the future --------------------------------------------------------------------------------- 9/10/2025 - PREVIOUS INSPECTION NOTES ON THE LEFT SIDE OF THE POOL WATER IS IMPACTING ADJACENT LOT, WOULD RECOMMEND A BERM ALONG FENCE TO CONTAIN WATER -------------------------------------------------------------------------------- 7/9/2025 - PREVIOUS INSPECTION NOTES 07/09/25 TPOLACEK*** SITE PLAN INDICATES ABOVE GROUND POOL. UPON WALKING PROPERTY DISCOVERED THAT THERE WAS A INGROUND POOL. PERMITEE MUST RE-APPLY FOR THE CORRECT PERMIT. ALL DRAINAGE MUST MEET COPC MINIMUM STANDARDS WITH ALL DRAINAGE MOVING FROM THE REAR OF POOL TO THE FRONT SWALE. PLEASE READ ALL THE BELOW CODES AND REQUIRMENTS. A. INITIAL PERMIT APPLICATION 1. Two (2) Topographic Surveys to include, at a minimum: a. Signed, dated and sealed by an actively Licensed Florida Professional Surveyor - Mapper. b. The signature and date must be under a raised seal. The Lot Grading Plan may be superimposed on the Topographic Survey. Legible, clean, original signed and sealed residential building final surveys, less than twelve (12) months old, may be acceptable as a topographic survey for permitting purposes. c. The Finished Floor Elevation (FFE) of the living area of improved structures on adjacent lots. d. The elevations on all adjacent properties at a minimum of 20 foot intervals, on a 10 foot offset, outside the property lines. e. The elevations at 20 foot intervals along all property lines. f. The property interior elevations at no greater than a 20 foot grid. g. All elevations are to be expressed to nearest 0.01 foot. h. An on-site, third order, easily identifiable benchmark referenced to NAVD 1988 datum (e.g. fire hydrant, nail in power pole). Pavement nails will not be accepted as benchmarks. (The bench mark must be maintained throughout the construction cycle and will be used in the Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov. 2. Two (2) Lot Grading Plans to include, at a minimum: a. All flatwork, i.e., sidewalks, walkways, air-conditioning (AC) pads, filter/pump pads, patios or other hardscaping must be shown on the Lot Grading Plan (LGP). b. The proposed elevations shall be shown at all locations of existing elevations per the initial topographic survey. There must be sufficient elevation shots to indicate the proposed drainage pattern. c. Identify how the rear yard will be drained. The rear yard is required to drain to the front roadside swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. d. All elevations are to be expressed to nearest 0.01 foot. e. The proposed slopes on the property shall not exceed 4:1 and all slopes must adjoin existing property lines at no greater than a 4:1. Slopes along developable vacant lots shall have stabilized slope of no greater than 2:1, in expectation that the vacant lot will be graded to match the adjoining property elevation. f. Backfilling against existing fencing is not permitted. g. The Lot Grading Plan must identify how any low spots on the property (including property lines) will be drained. h. A grade elevation profile drawing is required when the proposed structure is on a saltwater canal lot. i. Flat work, i.e., slabs, walkways, hardscaping, patios, decking and AC pads are not allowed in any utility easements. 3. Final Survey. The Final Survey is used to verify compliance with the Topographic Survey, Lot Grading Plan and Swale Plan. 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. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/10/2025 | Disapproved - NO FEE | RRICKS |
| Note: ON THE LEFT SIDE OF THE POOL WATER IS IMPACTING ADJACENT LOT, WOULD RECOMMEND A BERM ALONG FENCE TO CONTAIN WATER -------------------------------------------------------------------------------- 7/9/2025 - PREVIOUS INSPECTION NOTES 07/09/25 TPOLACEK*** SITE PLAN INDICATES ABOVE GROUND POOL. UPON WALKING PROPERTY DISCOVERED THAT THERE WAS A INGROUND POOL. PERMITEE MUST RE-APPLY FOR THE CORRECT PERMIT. ALL DRAINAGE MUST MEET COPC MINIMUM STANDARDS WITH ALL DRAINAGE MOVING FROM THE REAR OF POOL TO THE FRONT SWALE. PLEASE READ ALL THE BELOW CODES AND REQUIRMENTS. A. INITIAL PERMIT APPLICATION 1. Two (2) Topographic Surveys to include, at a minimum: a. Signed, dated and sealed by an actively Licensed Florida Professional Surveyor - Mapper. b. The signature and date must be under a raised seal. The Lot Grading Plan may be superimposed on the Topographic Survey. Legible, clean, original signed and sealed residential building final surveys, less than twelve (12) months old, may be acceptable as a topographic survey for permitting purposes. c. The Finished Floor Elevation (FFE) of the living area of improved structures on adjacent lots. d. The elevations on all adjacent properties at a minimum of 20 foot intervals, on a 10 foot offset, outside the property lines. e. The elevations at 20 foot intervals along all property lines. f. The property interior elevations at no greater than a 20 foot grid. g. All elevations are to be expressed to nearest 0.01 foot. h. An on-site, third order, easily identifiable benchmark referenced to NAVD 1988 datum (e.g. fire hydrant, nail in power pole). Pavement nails will not be accepted as benchmarks. (The bench mark must be maintained throughout the construction cycle and will be used in the Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov. 2. Two (2) Lot Grading Plans to include, at a minimum: a. All flatwork, i.e., sidewalks, walkways, air-conditioning (AC) pads, filter/pump pads, patios or other hardscaping must be shown on the Lot Grading Plan (LGP). b. The proposed elevations shall be shown at all locations of existing elevations per the initial topographic survey. There must be sufficient elevation shots to indicate the proposed drainage pattern. c. Identify how the rear yard will be drained. The rear yard is required to drain to the front roadside swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. d. All elevations are to be expressed to nearest 0.01 foot. e. The proposed slopes on the property shall not exceed 4:1 and all slopes must adjoin existing property lines at no greater than a 4:1. Slopes along developable vacant lots shall have stabilized slope of no greater than 2:1, in expectation that the vacant lot will be graded to match the adjoining property elevation. f. Backfilling against existing fencing is not permitted. g. The Lot Grading Plan must identify how any low spots on the property (including property lines) will be drained. h. A grade elevation profile drawing is required when the proposed structure is on a saltwater canal lot. i. Flat work, i.e., slabs, walkways, hardscaping, patios, decking and AC pads are not allowed in any utility easements. 3. Final Survey. The Final Survey is used to verify compliance with the Topographic Survey, Lot Grading Plan and Swale Plan. 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. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 07/09/2025 | Disapproved - NO FEE | TPOLACEK |
| Note: 07/09/25 TPOLACEK*** SITE PLAN INDICATES ABOVE GROUND POOL. UPON WALKING PROPERTY DISCOVERED THAT THERE WAS A INGROUND POOL. PERMITEE MUST RE-APPLY FOR THE CORRECT PERMIT. ALL DRAINAGE MUST MEET COPC MINIMUM STANDARDS WITH ALL DRAINAGE MOVING FROM THE REAR OF POOL TO THE FRONT SWALE. PLEASE READ ALL THE BELOW CODES AND REQUIRMENTS. A. INITIAL PERMIT APPLICATION 1. Two (2) Topographic Surveys to include, at a minimum: a. Signed, dated and sealed by an actively Licensed Florida Professional Surveyor - Mapper. b. The signature and date must be under a raised seal. The Lot Grading Plan may be superimposed on the Topographic Survey. Legible, clean, original signed and sealed residential building final surveys, less than twelve (12) months old, may be acceptable as a topographic survey for permitting purposes. c. The Finished Floor Elevation (FFE) of the living area of improved structures on adjacent lots. d. The elevations on all adjacent properties at a minimum of 20 foot intervals, on a 10 foot offset, outside the property lines. e. The elevations at 20 foot intervals along all property lines. f. The property interior elevations at no greater than a 20 foot grid. g. All elevations are to be expressed to nearest 0.01 foot. h. An on-site, third order, easily identifiable benchmark referenced to NAVD 1988 datum (e.g. fire hydrant, nail in power pole). Pavement nails will not be accepted as benchmarks. (The bench mark must be maintained throughout the construction cycle and will be used in the Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov. 2. Two (2) Lot Grading Plans to include, at a minimum: a. All flatwork, i.e., sidewalks, walkways, air-conditioning (AC) pads, filter/pump pads, patios or other hardscaping must be shown on the Lot Grading Plan (LGP). b. The proposed elevations shall be shown at all locations of existing elevations per the initial topographic survey. There must be sufficient elevation shots to indicate the proposed drainage pattern. c. Identify how the rear yard will be drained. The rear yard is required to drain to the front roadside swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. d. All elevations are to be expressed to nearest 0.01 foot. e. The proposed slopes on the property shall not exceed 4:1 and all slopes must adjoin existing property lines at no greater than a 4:1. Slopes along developable vacant lots shall have stabilized slope of no greater than 2:1, in expectation that the vacant lot will be graded to match the adjoining property elevation. f. Backfilling against existing fencing is not permitted. g. The Lot Grading Plan must identify how any low spots on the property (including property lines) will be drained. h. A grade elevation profile drawing is required when the proposed structure is on a saltwater canal lot. i. Flat work, i.e., slabs, walkways, hardscaping, patios, decking and AC pads are not allowed in any utility easements. 3. Final Survey. The Final Survey is used to verify compliance with the Topographic Survey, Lot Grading Plan and Swale Plan. 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. | |||
| FOOTER | 05/12/2025 | APPROVED | MCONTRYMAN |
| ELECTRIC UNDERGROUND | 11/15/2024 | APPROVED - AS NOTED | MKRASKI |
| Note: Bonding approved | |||
| ELECTRIC 2ND ROUGH | 11/15/2024 | Disapproved - NO FEE | MKRASKI |
| Note: Inspection was called in for Electric and alarm, not ready |
Review History
| Department | Status | Date In | Date Out |
| BADMIN | INFORMATION | 07/07/2025 | 07/07/2025 |
| Note: Marked INFORMATION By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Final survey must be choosen not supp doc resubmit correctly | |||
| SW1 | COMPLETE | 04/28/2025 | 04/29/2025 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 04/28/2025 | 04/28/2025 |
| Note: Released By: NICOLE DIMATTINA - - NDIMATTINA@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 04/24/2025 | 04/28/2025 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | HOLD | 04/24/2025 | 04/24/2025 |
| Note: Held By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM If you are adding to the deck, you must change the deck dimensions that are on the approved site plan to show the increase in size (while also including the revised setbacks). | |||
| SW1 | COMPLETE | 08/16/2024 | 08/19/2024 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 08/16/2024 | 08/16/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 08/15/2024 | 08/15/2024 |
| Note: Held By: TOM POLACEK - (386)346-8986 - site plan for any addition over 300sqft must have flow arrows showing proposed drainage. All drainage must flow from the rear to the front of the swale. It will also require a final topo survey indicating the elevations of all drainage throughout the property. | |||
| BLD | COMPLETE | 08/05/2024 | 08/06/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | HOLD | 07/11/2024 | 07/16/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Engineering needs to be from 2023 code cycle 2. Provide engineering for pool deck | |||
| BLD | HOLD | 07/07/2024 | 07/08/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Are you burring this pool? If you are you need to submit manufacture specs saying it can be buried. 2. Are you doing a deck around it? If you are you need to submit engineering on the deck. | |||
| ELEC | COMPLETE | 07/07/2024 | 07/08/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 07/07/2024 | 07/08/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@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% | (¤6.00) | 03/25/2025 |
| ADMINISTRATIVE - EXTENSION | ¤40.00 | 03/25/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 03/25/2025 |
| INSPECTION - ABOVE GRND POOL | ¤30.00 | 03/25/2025 |
| SURCHARGE FS 533.721 | ¤2.00 | 03/25/2025 |
| SURCHARGE - FS 468.631 | ¤2.00 | 03/25/2025 |
| SITE PLAN 15 | ¤15.00 | 03/25/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤113.00 |