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Permit #2024080915
Permit Details
Status: COED
| Parcel Id: 07-11-31-7014-00020-0180 |
| CONDITIONED SPACE: 2193 sqft |
| GARAGE: 684 sqft |
| OPENED PORCH (WITH ROOF) : 386 sqft |
| Total Square Footage: 3263 sqft |
| Block: 00020 |
| Subdivision: - |
| Job Phone: 386-236-4133 |
| Location Address: 14 COTTONWOOD CT |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 10/22/2024 |
| NOC: RECORDED |
| Applicant name: LEONARDO CIRO SANCLEMENTE |
| Owner: CARTER DAVID N & GRACE S H&W |
|
Address 4223 TRADEWINDS DRIVE JACKSONVILLE, FL 32250 |
| Lot: 0180 |
| Contracted Stated Job Value: ¤330,214.00 |
| Job Description: Single Family Residence |
| Type: CN |
Contractor
VOLUSIA RESIDENTIAL CONSTRUCTION, LLC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
2379 BEVILLE RD DAYTONA BEACH, FL 32119 |
CBC1262114 (Exp: 08/31/2026) | 386-236-4133 |
Sub Contractors
STEPHEN COURTEAUX
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
85 North Yonge Street Ormond Beach, FL 32174 |
EC13001748 (Exp: 08/31/2026) | (386) 672-4900 | 386-676-7472 |
BRENT JAMES STURGELL
| Status | Location Address | State License Number | Phone |
| ACTIVE |
651 CARSWELL AVE HOLLY HILL , FL 32117 |
CAC1822599 (Exp: 08/31/2026) | 386-252-1878 |
JONATHAN M PEARSON
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
209 N FORSYTH ST BUNNELL, FL 32110 |
CFC1425941 (Exp: 08/31/2026) | 386-597-0944 | 386-437-4996 |
DANIEL DAVID RUTKOWSKI III
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
1687 STATE AVENUE HOLLY HILL, FL 32117 |
CCC1328639 (Exp: 08/31/2026) | 386-290-7490 | 386-256-0001 |
HARLEY M BRYAN
| Status | Location Address | State License Number | Phone |
| ACTIVE |
5223 EDGEWOOD CT ORMOND BEACH, FL 32174 |
LI26657 (Exp: 08/31/2028) | 386-463-2700 |
Inspection History
| Type | Request Date | Result | Inspector |
| GAS FINAL | 06/13/2025 | APPROVED | MGIBSON |
| Note: Inspector Notes from Inspection 2225 Gas pipe bonded above the ceiling in master Closet. | |||
| BLD - BUILDING FINAL | 06/13/2025 | FINAL APPROVED | HCAMACHO |
| U-CROSS CONNECTION | 06/13/2025 | APPROVED - AS NOTED | LFITZGERALD |
| Note: potable irr with PVB-NO CC | |||
| ROW - FINAL APRON (AFTER POUR) | 06/13/2025 | APPROVED | RRICKS |
| Note: 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. | |||
| ROW - STORMWATER FINAL | 06/13/2025 | APPROVED | RRICKS |
| Note: 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. | |||
| U -UTILITY RESIDENTIAL FINAL | 06/13/2025 | FINAL APPROVED | LFITZGERALD |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 06/12/2025 | APPROVED - AS NOTED | PFLANAGAN |
| Note: THE SWALE IN THE FIELD MATCHES ADJACENT LOTS ----------------------------------------------------------------------- 6/6/2025 - PREVIOUS INSPECTION NOTES 1) FFE OF STRUCTURE NEED TO BE TO THE NEAREST .01 PER CITY CODE Section 300.01 C(7) 2) THE FRONT ROADSIDE SWALE NEEDS TO MATCH EXISTING GRADE TO THE LEFT PROPERTY FINAL SURVEY STATES THAT WATER WILL HOLD IN YOUR SWALE. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 06/12/2025 | 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 - STORMWATER FINAL | 06/12/2025 | 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 APRON (AFTER POUR) | 06/12/2025 | 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 | 06/06/2025 | Disapproved - NO FEE | PFLANAGAN |
| Note: 1) FFE OF STRUCTURE NEED TO BE TO THE NEAREST .01 PER CITY CODE Section 300.01 C(7) 2) THE FRONT ROADSIDE SWALE NEEDS TO MATCH EXISTING GRADE TO THE LEFT PROPERTY FINAL SURVEY STATES THAT WATER WILL HOLD IN YOUR SWALE. | |||
| U-CROSS CONNECTION | 06/06/2025 | APPROVED | DHANEY |
| ROW- PROJECT STATUS | 05/14/2025 | Status Check | EMADISON |
| Note: ** DISCUSS PAVER DRIVEWAY _______________________________________________________________________________________________________ Inspector Notes from Inspection 9270 ** 05/14/25 READY TO SET PAVERS _______________________________________________________________________________________________________ 5/7/2025 - PREVIOUS INSPECTION NOTES ** 05/07/25 ** APRON READY TO POUR WITH PAVER RESTRAINT ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED | |||
| ROW- PRE-APRON (PRE-POUR) | 05/14/2025 | APPROVED - AS NOTED | EMADISON |
| Note: ** 05/14/25 READY TO SET PAVERS _______________________________________________________________________________________________________ 5/7/2025 - PREVIOUS INSPECTION NOTES ** 05/07/25 ** APRON READY TO POUR WITH PAVER RESTRAINT ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED | |||
| ROW- PAVER RESTRAINTS | 05/07/2025 | APPROVED | EMADISON |
| Note: ** 05/07/25 READY TO POUR PAVER RESTRAINTS WITH APRON ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE | |||
| ROW- PRE-APRON (PRE-POUR) | 05/07/2025 | PARTIALLY APPROVED | EMADISON |
| Note: ** 05/07/25 ** APRON READY TO POUR WITH PAVER RESTRAINT ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED | |||
| ROW- PROJECT STATUS | 04/24/2025 | Status Check | PFLANAGAN |
| Note: MEETING WITH BUILDER ABOUT REMOVING THE PROPOSED RETENTION POND IN THE BACKYARD. BUILDER WILL NOT BE DOING THE RETENTION AREA HE WILL BE GRADING LOT LIKE ALL OTHER CANAL LOTS AS A "B" DRAINAGE | |||
| ELECTRIC - EARLY POWER | 04/22/2025 | APPROVED | HCAMACHO |
| Note: | |||
| GRAVITY SEWER TEST | 04/01/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| SEWER TIE IN | 04/01/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| LATH/BRICK/ WATER BARRIER | 03/19/2025 | APPROVED | HCAMACHO |
| Note: Inspector Notes from Inspection 2490 3/14/25 Previous note not rectified 3. Revise Service Riser to state 300 AMP service installed.FBC [A]107.4 --have approved and stamped revision by building final to avoid failures and fees-- 3/14/2025 - PREVIOUS INSPECTION NOTES 3/14/25 Previous note not rectified 3. Revise Service Riser to state 300 AMP service installed.FBC [A]107.4 Inspector Notes from Inspection 2420 1. Fire blocking need in the wall at the laundry room that backs to the kitchen.FCBR 302.11 2. Needs screws on the hood vent pipe at all connections.FBCR M1601.4.1 3. Revise Service Riser to state 300 AMP service installed.FBC [A]107.4 | |||
| INSULATION | 03/14/2025 | Disapproved -FEE REQUIRED | MCONTRYMAN |
| Note: 3/14/25 Previous note not rectified 3. Revise Service Riser to state 300 AMP service installed.FBC [A]107.4 Inspector Notes from Inspection 2420 1. Fire blocking need in the wall at the laundry room that backs to the kitchen.FCBR 302.11 2. Needs screws on the hood vent pipe at all connections.FBCR M1601.4.1 3. Revise Service Riser to state 300 AMP service installed.FBC [A]107.4 | |||
| INSULATION | 03/14/2025 | APPROVED - AS NOTED | MCONTRYMAN |
| Note: 3/14/25 Previous note not rectified 3. Revise Service Riser to state 300 AMP service installed.FBC [A]107.4 --have approved and stamped revision by building final to avoid failures and fees-- 3/14/2025 - PREVIOUS INSPECTION NOTES 3/14/25 Previous note not rectified 3. Revise Service Riser to state 300 AMP service installed.FBC [A]107.4 Inspector Notes from Inspection 2420 1. Fire blocking need in the wall at the laundry room that backs to the kitchen.FCBR 302.11 2. Needs screws on the hood vent pipe at all connections.FBCR M1601.4.1 3. Revise Service Riser to state 300 AMP service installed.FBC [A]107.4 | |||
| ALL ROUGH | 03/11/2025 | APPROVED - AS NOTED | HCAMACHO |
| Note: 1. Fire blocking need in the wall at the laundry room that backs to the kitchen.FCBR 302.11 2. Needs screws on the hood vent pipe at all connections.FBCR M1601.4.1 3. Revise Service Riser to state 300 AMP service installed.FBC [A]107.4 | |||
| ELECTRIC-TUG | 03/11/2025 | APPROVED - AS NOTED | HCAMACHO |
| Note: 300 Amp service installed. Need Revision to Riser. | |||
| GAS ROUGH | 03/11/2025 | APPROVED - AS NOTED | HCAMACHO |
| Note: Gas pipe bonded above the ceiling in master Closet. | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 03/07/2025 | APPROVED | HCAMACHO |
| Note: 2/19/2025 - PREVIOUS INSPECTION NOTES Roof Sheathing is ok. | |||
| ROOF VALLEY & METAL | 03/04/2025 | APPROVED | HCAMACHO |
| WALL SHEATHING | 02/21/2025 | APPROVED | HCAMACHO |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 02/19/2025 | PARTIALLY APPROVED | HCAMACHO |
| Note: Roof Sheathing is ok. | |||
| FOUND SURVEY APPROVED (OFFICE) | 02/18/2025 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 02/06/2025 | APPROVED | HCAMACHO |
| MONOLITHIC SLAB | 01/30/2025 | APPROVED | HCAMACHO |
| PLUMBING 1ST ROUGH UNDERGROUND | 01/16/2025 | APPROVED | MGIBSON |
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 01/15/2025 | APPROVED | CPISCITELLI |
| WATER METER INSTALLATION REQUEST | 11/21/2024 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 05/30/2025 | 06/02/2025 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 05/30/2025 | 06/02/2025 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 05/30/2025 | 05/30/2025 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 03/14/2025 | 03/17/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 02/14/2025 | 02/18/2025 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 02/13/2025 | 02/18/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM label the document correctly and the PDF | |||
| ENGIN1 | HOLD | 02/13/2025 | 02/13/2025 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Please include FFE of both adjacent homes on foundation survey. | |||
| ZON | COMPLETE | 02/13/2025 | 02/13/2025 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 01/10/2025 | 01/15/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 10/24/2024 | 10/24/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 10/08/2024 | 10/08/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 10/08/2024 | 10/15/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 10/08/2024 | 10/15/2024 |
| Note: Released By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM | |||
| ZON | HOLD | 10/03/2024 | 10/04/2024 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Site plan must show driveway width at the widest point and it must extend the width of the garage doors for the first 20ft from garage. | |||
| BADMIN | COMPLETE | 10/03/2024 | 10/08/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 10/03/2024 | 10/04/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 09/20/2024 | 10/03/2024 |
| Note: Released By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM SW1 completed review is contingent on stormwater inspector's approval of the final survey. A failed final survey inspection and/or a revised site plan indicating any deviation from the approved site plan with significant change in drainage patterns and elevations negatively impacting neighboring lots, or the structure will result in a HOLD **Although there is no ordinace prohibiting a retention pond here, please consider removing the proposed pond area and drain rear of lot to the basin** This area will most likely be dry most of the time, but upon significant rain events, ponding water may linger for a longer periood of time which could snowball into other issues. | |||
| ZON | HOLD | 09/20/2024 | 09/20/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Provide the total width of the concrete driveway Site plan needs to indicate the square footage of lot | |||
| BADMIN | HOLD | 09/20/2024 | 09/24/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Letter needs to be digitally signed and sealed. | |||
| ENGIN1 | COMPLETE | 09/20/2024 | 09/20/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| PLFM | COMPLETE | 08/22/2024 | 08/26/2024 |
| Note: Released By: JORDAN MYERS, C.F.M - (386)986-4789 - JMYERS@PALMCOASTGOV.COM According to the Site plan submitted on 8/20/24, the structure will not fall inside the SFHA. No elevation certificates are required. | |||
| BADMIN | HOLD | 08/21/2024 | 08/28/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Provide geotechnical investigation report in accordance with FBCB Section 1803.2. Report to be conducted per Sections 1803.3 through 1803.5. Completed report shall comply with Section 1803.6. Report shall be signed and sealed by a Florida licensed professional engineer in accordance with F.S. 471.025 and Florida Administrative Code Sections 61G15-30.001 and 61G15-23.001 through .005. You can request a deferred submittal by providing a letter on company letterhead. | |||
| BLD | COMPLETE | 08/21/2024 | 08/28/2024 |
| Note: Released By: ALPHANETTE WATERS - (386)986-2624 - AWATERS@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 08/21/2024 | 08/26/2024 |
| Note: Released By: PAMELA MILLER - - | |||
| ELEC | COMPLETE | 08/21/2024 | 08/27/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 08/21/2024 | 08/21/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | COMPLETE | 08/21/2024 | 08/26/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 08/21/2024 | 08/26/2024 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 08/21/2024 | 08/26/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 08/21/2024 | 08/21/2024 |
| Note: Held By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM 1) Proposed elevations are missing 2) Please show culvert pipe including size and material to be used 3) Please provide the main FFE and garage FFE Please note the following: -Min. FFE must be no less than 12" above the road centerline. Max. FFE must be no more than 22" above the road centerline. Additionally, the FFE must be within 10" of adjoining improved lots. To avoid being significantly lower, the structure FFE may exceed the road centerline tolerance in order to match the FFE of adjoining improved lots. The 10” tolerance shall never be exceeded -drainage @ 6” minimum slope from the structure for the first 10’. A 5% slope for 10’ totaling 0.5’ elevation difference perpendicular to the structure -sod elevations at the structure are to be 4" below FFE for block and 6" below FFE for wood frame. | |||
| ZON | HOLD | 08/21/2024 | 08/22/2024 |
| Note: Held By: LIBBY RAYBURN - - LRAYBURN@PALMCOASTGOV.COM Manufacturer of paint color needs to be listed on Color sheet Site plan needs to indicate width of driveway Site plan needs to indicate the square footage of lot | |||
| SWALE | COMPLETE | 08/21/2024 | 10/24/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| WATER- TURN ON | ¤25.00 | 10/22/2024 |
| ADJUSTMENT 10% | (¤155.50) | 10/22/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 10/22/2024 |
| INSPECTION - RESIDENTIAL | ¤1,188.00 | 10/22/2024 |
| PLAN REVIEW - RESIDENTIAL | ¤336.96 | 10/22/2024 |
| CONNECTION FEES | ¤1,187.26 | 10/22/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 10/22/2024 |
| IMPACT FEE FIRE | ¤428.09 | 10/22/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 10/22/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 10/22/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 10/22/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 10/22/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,862.00 | 10/22/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 10/22/2024 |
| SURCHARGE FS 533.721 | ¤13.99 | 10/22/2024 |
| SURCHARGE - FS 468.631 | ¤20.99 | 10/22/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 10/22/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 10/22/2024 |
| SW ENG PRE APRON | ¤30.00 | 10/22/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 10/22/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 10/22/2024 |
| SEWER CREDIT | (¤850.00) | 10/22/2024 |
| SEWER INSPECTION | ¤25.00 | 10/22/2024 |
| SEWER CAPITAL FACILITY | ¤6,120.52 | 10/22/2024 |
| WATER CREDIT | (¤60.00) | 10/22/2024 |
| WATER CAPITAL FACILITY FEE | ¤4,351.14 | 10/22/2024 |
| SITE PLAN 30 | ¤30.00 | 10/22/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤22,727.44 |