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Permit #2023100166
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7058-00100-0250 |
| Block: 00100 |
| Subdivision: 7058 - |
| Job Phone: 838-684-6512 X9 |
| Location Address: 21 SENSENEY PATH |
| Type: PO - POOL |
| Issue Date: 10/09/2023 |
| NOC: RECORDED |
| Applicant name: SAMANTHA JESSICA ALEXANDER |
| Owner: VIA ROGER DALE & SHERRY ELAINE H&W |
|
Address 21 SENSENEY PATH PALM COAST, FL 32164 |
| Lot: 0250 |
| Contracted Stated Job Value: ¤42,000.00 |
| Job Description: swimming pool & enclosure |
| Type: CN |
Contractor
AFFORDABLE POOLS INC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
3438 LONGLEAF ROAD , |
CPC1460092 (Exp: 08/31/2026) | 838-684-6512 X9 |
Sub Contractors
CHARLES K DAVIS
| Status | Location Address | State License Number | Phone |
| INACTIVE |
1410 RIDGEWOOD AVE HOLLY HILL, FL 32117 |
EC13011552 (Exp: 08/31/2026) | 386-236-9610 |
CHRISTOPHER DEAN BAZZLE
| Status | Location Address | State License Number | Phone |
| INACTIVE |
400 B 8TH ST , 0 |
CRC1333793 (Exp: 08/31/2026) | 386-492-6910 |
Inspection History
| Type | Request Date | Result | Inspector |
| POOL FINAL | 05/31/2024 | Disapproved - NO FEE | BTAYLOR |
| Note: 5-31-24 1. No pool alarm in pool. | |||
| POOL FINAL | 05/31/2024 | FINAL APPROVED | BTAYLOR |
| Note: 5/31/2024 - PREVIOUS INSPECTION NOTES 5-31-24 1. No pool alarm in pool. | |||
| U -UTILITY RESIDENTIAL FINAL | 05/30/2024 | FINAL APPROVED | DHANEY |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 05/29/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 5/29/24 Elevation corrections made and swale in place to allow positive drainage at the time of this inspection. approving as noted that drainage will now work. _________________________________________________________________________________________________________________________ 5/20/2024 - PREVIOUS INSPECTION NOTES 5/20/24 SURVEY SHOWS ALL WATER DRAINING TO THE REAR NOT SHEDDING LEFT AND RIGHT THEN FROM REAR TO FRONT AS INDICATED ON THE SITE PLAN. SPOKE WITH HOME OWNER ON SITE ABOUT WHAT TYPE OF CORRECTIONS WILL BE REQUIRED TO MOVE FORWARD. ASKED HIM TO CONTACT ME WHEN THEY ARE COMPLETED AND I WOULD DO MY BEST TO INSPECT THEM FOR PROPER DRAINAGE FLOW BEFORE RESUBMITTING FOR INSPECTION. NOT GOING TO FEE THIS INSPECTION TODAY. 5/13/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY FSLADISH 5/13/2024 7:30:23 AM *** 5/13/24 You have submitted a boundary survey. You will need to submit a topographic survey with all COPC required elevations for us to determine if the drainage matches your site plan and does not negatively affect any adjoining property. A. INITIAL PERMIT APPLICATION 1. The Right of Way Access Application must be accompanied by: a. Two (2) Topographic Surveys to include, at a minimum: (1) The Topographic Survey shall be signed, dated and sealed by an active Licensed Florida Professional Surveyor - Mapper. The signature and date must be under a raised seal. The Lot Grading Plan may be superimposed on the Topographic Survey. (2) The Finished Floor Elevation (FFE) of the living area of improved structures on adjacent lots. (3) The elevations on all adjacent properties at a minimum of 20 foot intervals, on a 10 foot offset outside the property lines. (4) The elevations at 20 foot intervals along all property lines. (5) The interior elevations at no greater than a 20 foot grid. (6) The road centerline (RCL) and edge of pavement (EOP) elevations for roadways adjacent to and along all property lines, including EOP in Cul-De-Sacs at 9, 12 and 3 o’clock positions. (7) The elevations and/or inverts of all drainage structures within 100 feet of the property lines, including culverts, inlets, swales, weirs, catch basins, etc. both upstream and downstream of the property. This includes the ditch bottom and top of bank of ditches located on the property, or in Reserve Parcels adjacent to the property. (8) All elevations are to be expressed to nearest 0.01 foot. (9) 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 benchmark must be maintained throughout the construction cycle and will be used in the Swale Plan and Final Survey). (3) 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. Flooding or draining onto adjacent properties will not be allowed. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 05/29/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 5/29/24 Elevation corrections made and swale in place to allow positive drainage at the time of this inspection. approving as noted that drainage will now work. ___________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 5/29/24 Elevation corrections made and swale in place to allow positive drainage at the time of this inspection. approving as noted that drainage will now work. _________________________________________________________________________________________________________________________ 5/20/2024 - PREVIOUS INSPECTION NOTES 5/20/24 SURVEY SHOWS ALL WATER DRAINING TO THE REAR NOT SHEDDING LEFT AND RIGHT THEN FROM REAR TO FRONT AS INDICATED ON THE SITE PLAN. SPOKE WITH HOME OWNER ON SITE ABOUT WHAT TYPE OF CORRECTIONS WILL BE REQUIRED TO MOVE FORWARD. ASKED HIM TO CONTACT ME WHEN THEY ARE COMPLETED AND I WOULD DO MY BEST TO INSPECT THEM FOR PROPER DRAINAGE FLOW BEFORE RESUBMITTING FOR INSPECTION. NOT GOING TO FEE THIS INSPECTION TODAY. 5/13/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY FSLADISH 5/13/2024 7:30:23 AM *** 5/13/24 You have submitted a boundary survey. You will need to submit a topographic survey with all COPC required elevations for us to determine if the drainage matches your site plan and does not negatively affect any adjoining property. A. INITIAL PERMIT APPLICATION 1. The Right of Way Access Application must be accompanied by: a. Two (2) Topographic Surveys to include, at a minimum: (1) The Topographic Survey shall be signed, dated and sealed by an active Licensed Florida Professional Surveyor - Mapper. The signature and date must be under a raised seal. The Lot Grading Plan may be superimposed on the Topographic Survey. (2) The Finished Floor Elevation (FFE) of the living area of improved structures on adjacent lots. (3) The elevations on all adjacent properties at a minimum of 20 foot intervals, on a 10 foot offset outside the property lines. (4) The elevations at 20 foot intervals along all property lines. (5) The interior elevations at no greater than a 20 foot grid. (6) The road centerline (RCL) and edge of pavement (EOP) elevations for roadways adjacent to and along all property lines, including EOP in Cul-De-Sacs at 9, 12 and 3 o’clock positions. (7) The elevations and/or inverts of all drainage structures within 100 feet of the property lines, including culverts, inlets, swales, weirs, catch basins, etc. both upstream and downstream of the property. This includes the ditch bottom and top of bank of ditches located on the property, or in Reserve Parcels adjacent to the property. (8) All elevations are to be expressed to nearest 0.01 foot. (9) 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 benchmark must be maintained throughout the construction cycle and will be used in the Swale Plan and Final Survey). (3) 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. Flooding or draining onto adjacent properties will not be allowed. | |||
| ROW - FINAL INSPECTION | 05/29/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 5/29/24 Elevation corrections made and swale in place to allow positive drainage at the time of this inspection. approving as noted that drainage will now work. At the time of the inspection, all minimum city requirements were met. The builder's responsible for ensuring that nothing changes after this Inspection is approved. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 5/29/24 Elevation corrections made and swale in place to allow positive drainage at the time of this inspection. approving as noted that drainage will now work. ___________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 5/29/24 Elevation corrections made and swale in place to allow positive drainage at the time of this inspection. approving as noted that drainage will now work. _________________________________________________________________________________________________________________________ 5/20/2024 - PREVIOUS INSPECTION NOTES 5/20/24 SURVEY SHOWS ALL WATER DRAINING TO THE REAR NOT SHEDDING LEFT AND RIGHT THEN FROM REAR TO FRONT AS INDICATED ON THE SITE PLAN. SPOKE WITH HOME OWNER ON SITE ABOUT WHAT TYPE OF CORRECTIONS WILL BE REQUIRED TO MOVE FORWARD. ASKED HIM TO CONTACT ME WHEN THEY ARE COMPLETED AND I WOULD DO MY BEST TO INSPECT THEM FOR PROPER DRAINAGE FLOW BEFORE RESUBMITTING FOR INSPECTION. NOT GOING TO FEE THIS INSPECTION TODAY. 5/13/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY FSLADISH 5/13/2024 7:30:23 AM *** 5/13/24 You have submitted a boundary survey. You will need to submit a topographic survey with all COPC required elevations for us to determine if the drainage matches your site plan and does not negatively affect any adjoining property. A. INITIAL PERMIT APPLICATION 1. The Right of Way Access Application must be accompanied by: a. Two (2) Topographic Surveys to include, at a minimum: (1) The Topographic Survey shall be signed, dated and sealed by an active Licensed Florida Professional Surveyor - Mapper. The signature and date must be under a raised seal. The Lot Grading Plan may be superimposed on the Topographic Survey. (2) The Finished Floor Elevation (FFE) of the living area of improved structures on adjacent lots. (3) The elevations on all adjacent properties at a minimum of 20 foot intervals, on a 10 foot offset outside the property lines. (4) The elevations at 20 foot intervals along all property lines. (5) The interior elevations at no greater than a 20 foot grid. (6) The road centerline (RCL) and edge of pavement (EOP) elevations for roadways adjacent to and along all property lines, including EOP in Cul-De-Sacs at 9, 12 and 3 o’clock positions. (7) The elevations and/or inverts of all drainage structures within 100 feet of the property lines, including culverts, inlets, swales, weirs, catch basins, etc. both upstream and downstream of the property. This includes the ditch bottom and top of bank of ditches located on the property, or in Reserve Parcels adjacent to the property. (8) All elevations are to be expressed to nearest 0.01 foot. (9) 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 benchmark must be maintained throughout the construction cycle and will be used in the Swale Plan and Final Survey). (3) 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. Flooding or draining onto adjacent properties will not be allowed. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 05/20/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 5/20/24 SURVEY SHOWS ALL WATER DRAINING TO THE REAR NOT SHEDDING LEFT AND RIGHT THEN FROM REAR TO FRONT AS INDICATED ON THE SITE PLAN. SPOKE WITH HOME OWNER ON SITE ABOUT WHAT TYPE OF CORRECTIONS WILL BE REQUIRED TO MOVE FORWARD. ASKED HIM TO CONTACT ME WHEN THEY ARE COMPLETED AND I WOULD DO MY BEST TO INSPECT THEM FOR PROPER DRAINAGE FLOW BEFORE RESUBMITTING FOR INSPECTION. NOT GOING TO FEE THIS INSPECTION TODAY. 5/13/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY FSLADISH 5/13/2024 7:30:23 AM *** 5/13/24 You have submitted a boundary survey. You will need to submit a topographic survey with all COPC required elevations for us to determine if the drainage matches your site plan and does not negatively affect any adjoining property. A. INITIAL PERMIT APPLICATION 1. The Right of Way Access Application must be accompanied by: a. Two (2) Topographic Surveys to include, at a minimum: (1) The Topographic Survey shall be signed, dated and sealed by an active Licensed Florida Professional Surveyor - Mapper. The signature and date must be under a raised seal. The Lot Grading Plan may be superimposed on the Topographic Survey. (2) The Finished Floor Elevation (FFE) of the living area of improved structures on adjacent lots. (3) The elevations on all adjacent properties at a minimum of 20 foot intervals, on a 10 foot offset outside the property lines. (4) The elevations at 20 foot intervals along all property lines. (5) The interior elevations at no greater than a 20 foot grid. (6) The road centerline (RCL) and edge of pavement (EOP) elevations for roadways adjacent to and along all property lines, including EOP in Cul-De-Sacs at 9, 12 and 3 o’clock positions. (7) The elevations and/or inverts of all drainage structures within 100 feet of the property lines, including culverts, inlets, swales, weirs, catch basins, etc. both upstream and downstream of the property. This includes the ditch bottom and top of bank of ditches located on the property, or in Reserve Parcels adjacent to the property. (8) All elevations are to be expressed to nearest 0.01 foot. (9) 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 benchmark must be maintained throughout the construction cycle and will be used in the Swale Plan and Final Survey). (3) 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. Flooding or draining onto adjacent properties will not be allowed. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 05/13/2024 | Disapproved - NO FEE | FSLADISH |
| Note: *** NOTES ADDED BY FSLADISH 5/13/2024 7:30:23 AM *** 5/13/24 You have submitted a boundary survey. You will need to submit a topographic survey with all COPC required elevations for us to determine if the drainage matches your site plan and does not negatively affect any adjoining property. A. INITIAL PERMIT APPLICATION 1. The Right of Way Access Application must be accompanied by: a. Two (2) Topographic Surveys to include, at a minimum: (1) The Topographic Survey shall be signed, dated and sealed by an active Licensed Florida Professional Surveyor - Mapper. The signature and date must be under a raised seal. The Lot Grading Plan may be superimposed on the Topographic Survey. (2) The Finished Floor Elevation (FFE) of the living area of improved structures on adjacent lots. (3) The elevations on all adjacent properties at a minimum of 20 foot intervals, on a 10 foot offset outside the property lines. (4) The elevations at 20 foot intervals along all property lines. (5) The interior elevations at no greater than a 20 foot grid. (6) The road centerline (RCL) and edge of pavement (EOP) elevations for roadways adjacent to and along all property lines, including EOP in Cul-De-Sacs at 9, 12 and 3 o’clock positions. (7) The elevations and/or inverts of all drainage structures within 100 feet of the property lines, including culverts, inlets, swales, weirs, catch basins, etc. both upstream and downstream of the property. This includes the ditch bottom and top of bank of ditches located on the property, or in Reserve Parcels adjacent to the property. (8) All elevations are to be expressed to nearest 0.01 foot. (9) 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 benchmark must be maintained throughout the construction cycle and will be used in the Swale Plan and Final Survey). (3) 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. Flooding or draining onto adjacent properties will not be allowed. | |||
| ELECTRIC AND ALARM | 01/05/2024 | APPROVED | BTAYLOR |
| POOL DECK | 12/12/2023 | APPROVED | BTAYLOR |
| STEEL AND GROUND | 11/03/2023 | APPROVED | BTAYLOR |
| Note: 10/31/2023 - PREVIOUS INSPECTION NOTES 10/31/23: ** Dirt cave-in at the deep end of the pool (by plumbing pipe) has reduced the rebar clearance to under the required 3" minimum. | |||
| STEEL AND GROUND | 10/31/2023 | Disapproved - NO FEE | RSIMS |
| Note: 10/31/23: ** Dirt cave-in at the deep end of the pool (by plumbing pipe) has reduced the rebar clearance to under the required 3" minimum. |
Review History
| Department | Status | Date In | Date Out |
| BLD | COMPLETE | 10/04/2023 | 10/09/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 10/04/2023 | 10/09/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 10/04/2023 | 10/09/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 10/04/2023 | 10/05/2023 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 10/04/2023 | 10/05/2023 |
| 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 |
| ADJUSTMENT 50% | (¤127.50) | 10/09/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 10/09/2023 |
| INSPECTION- POOL | ¤160.00 | 10/09/2023 |
| PLAN REVIEW - RESIDENTIAL | ¤65.00 | 10/09/2023 |
| SURCHARGE FS 533.721 | ¤2.00 | 10/09/2023 |
| SURCHARGE - FS 468.631 | ¤2.00 | 10/09/2023 |
| SW ENG INSPECTION 40 | ¤40.00 | 10/09/2023 |
| SW ENG - REVIEW 20 | ¤20.00 | 10/09/2023 |
| SITE PLAN 30 | ¤30.00 | 10/09/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤221.50 |