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Permit #2022100238
Permit Details
Status: COED
| Parcel Id: 07-11-31-7026-00610-0050 |
| CONDITIONED SPACE: 1721 sqft |
| GARAGE: 455 sqft |
| OPENED PORCH (WITH ROOF) : 110 sqft |
| OPENED PORCH (WITH ROOF) : 173 sqft |
| Total Square Footage: 2459 sqft |
| Block: 00610 |
| Subdivision: 2153 - SECTION 26-PINE GROVE |
| Job Phone: 631-929-5500 |
| Location Address: 10 PINEASH LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 03/15/2023 |
| NOC: RECORDED |
| Applicant name: NICHOLAS JOHN ZOUMAS |
| Owner: 96 TRUST PALM COAST RESI K LLC |
|
Address STE 210 WEST PALM BEACH, FL 33401 |
|
Address 515 N FLAGLER DR WEST PALM BEACH, FL 33401 |
| Lot: 0050 |
| Contracted Stated Job Value: ¤160,000.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
JNS CONTRACTING FLORIDA, LLC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
256 ROUTE 25A WADING RIVER, NY 11792 |
CGC1527793 (Exp: 08/31/2026) | 631-929-5500 |
Sub Contractors
NICHOLAS JOHN ZOUMAS
| Status | Location Address | State License Number | Phone |
| ACTIVE |
256 ROUTE 25A WADING RIVER, NY 11792 |
CGC1527793 (Exp: 08/31/2026) | 631-929-5500 |
JUAN CARLOS GONZALEZ
| Status | Location Address | State License Number |
| ACTIVE |
1328 COUNTY ROAD 308 CRESCENT CITY, FL 32112 |
RF11067806 (Exp: 08/31/2027) |
MICHAEL FRANK MORELLO
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
2 HARGROVE GRADE PALM COAST, FL 32164 |
CAC1819466 (Exp: 08/31/2026) | 386-445-5023 | 386-446-4614 |
JAMES MCGOVERN
| Status | Location Address | Phone | Fax |
| ACTIVE |
PO BOX 354295 PALM COAST, FL 32137 |
(386)931-8940 | (386)986-4835 |
JOSEPH HORATIO STRADA JR
| Status | Location Address | State License Number | Phone |
| ACTIVE |
3400 ST JOHNS PARKWAY SANFORD, FL 32771 |
EC13003715 (Exp: 08/31/2026) | 877-906-1113 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - STORMWATER FINAL | 11/01/2023 | APPROVED - AS NOTED | PFLANAGAN |
| Note: LOOKED AT THE BACK YARD THE BERM IS LIKE 8FT FROM PROPERTY LINE --------------------------------------------------------------------------------- 10/20/2023 - PREVIOUS INSPECTION NOTES 10/20/23 I DO NOT SEE ANY EVIDENCE THAT THE REAR YARD SLOPE HAS BEEN CORRECTED AS INDICATED IN PREVIOUS INSPECTORS COMMENTS. PHOTOS FOR REFERENCE ________________________________________________________________________________________________________________________ 9/14/23= The slope in the back needs to be 4:1, as currently, it has a 10-ft slope from the end of the property. There is a hump on the right side corner of the backyard that is blocking the flow of stormwater. THERE IS A HUMP IN THE SWALE ON THE RIGHT SIDE OF THE DRIVEWAY, FACING THE HOUSE, THAT IS BLOCKING THE FLOW OF STORMWATER. ON THE LEFT SIDE, NEAR THE PROPERTY LINE, THE SOD NEEDS TO BE LOWERED TO IMPROVE THE DRAINAGE. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ | |||
| BLD - BUILDING FINAL | 10/20/2023 | FINAL APPROVED | KSANDOE |
| ROW - STORMWATER FINAL | 10/20/2023 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: 10/20/23 I DO NOT SEE ANY EVIDENCE THAT THE REAR YARD SLOPE HAS BEEN CORRECTED AS INDICATED IN PREVIOUS INSPECTORS COMMENTS. PHOTOS FOR REFERENCE ________________________________________________________________________________________________________________________ 9/14/23= The slope in the back needs to be 4:1, as currently, it has a 10-ft slope from the end of the property. There is a hump on the right side corner of the backyard that is blocking the flow of stormwater. THERE IS A HUMP IN THE SWALE ON THE RIGHT SIDE OF THE DRIVEWAY, FACING THE HOUSE, THAT IS BLOCKING THE FLOW OF STORMWATER. ON THE LEFT SIDE, NEAR THE PROPERTY LINE, THE SOD NEEDS TO BE LOWERED TO IMPROVE THE DRAINAGE. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ | |||
| ROW- PROJECT STATUS | 10/18/2023 | APPROVED | PFLANAGAN |
| Note: meet on site for grading of the swale in the front | |||
| U -UTILITY RESIDENTIAL FINAL | 10/10/2023 | FINAL APPROVED | LFITZGERALD |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 09/14/2023 | APPROVED - AS NOTED | GBERTOLA |
| Note: 9/14/23= The slope in the back needs to be 4:1, as currently, it has a 10-ft slope from the end of the property. There is a hump on the right side corner of the backyard that is blocking the flow of stormwater. THERE IS A HUMP IN THE SWALE ON THE RIGHT SIDE OF THE DRIVEWAY, FACING THE HOUSE, THAT IS BLOCKING THE FLOW OF STORMWATER. ON THE LEFT SIDE, NEAR THE PROPERTY LINE, THE SOD NEEDS TO BE LOWERED TO IMPROVE THE DRAINAGE. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 9/7/2023 - PREVIOUS INSPECTION NOTES 09/07/23 SURVEY DOES NOT REFLECT WHAT IS IN THE FIELD. LEFT SIDE IS A W SWALE NOT A COMMON SWALE AS PROPOSED ON SITE PLAN AND SHOWN ON FINAL SURVEY. LEFT SIDE SWALE IS HOLDING WATER NOT ALLOWING IT TO DRAIN DUE TO A BIG HUMP AND NOT MATCHED TO GRADE AT PROPERTY LINE. NEEDS TO BE LOWERED AND SOODED TO MATCH GRADE. SEE PHOTO FOR REFERENCE. Inspector Notes from Inspection 9463 09/07/23 SURVEY CORRECTIONS MADE. WILL SEE IF THIS IS REFLECTED IN THE FIELD DURING FIELD SURVEY. ____________________________________________________________________________________________________________________ 8/25/2023 - PREVIOUS INSPECTION NOTES 08/25/23 12 Property line Section 300, Drawing 300.D, Drawing 300.D,The front property line/right away elevation are to be equal to or greater than the centerline of the road elevation. IN YOUR SITE PLAN YOU PROPOSED A COMMON SWALE ON THE RIGHT SIDE. IN YOUR FINAL SURVEY YOU INDICATED A W SWALE. Inspector Notes from Inspection 9270 06/01/23 READY TO POUR. LOOKED GOOD AT THE TIME OF INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL | |||
| ROW - FINAL APRON (AFTER POUR) | 09/14/2023 | APPROVED | GBERTOLA |
| Note: AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. THE BUILDER IS RESPONSIBLE FOR ENSURING THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. 9/14/23= The slope in the back needs to be 4:1, as currently, it has a 10-ft slope from the end of the property. There is a hump on the right side corner of the backyard that is blocking the flow of stormwater. THERE IS A HUMP IN THE SWALE ON THE RIGHT SIDE OF THE DRIVEWAY, FACING THE HOUSE, THAT IS BLOCKING THE FLOW OF STORMWATER. ON THE LEFT SIDE, NEAR THE PROPERTY LINE, THE SOD NEEDS TO BE LOWERED TO IMPROVE THE DRAINAGE. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 9/7/2023 - PREVIOUS INSPECTION NOTES 09/07/23 SURVEY DOES NOT REFLECT WHAT IS IN THE FIELD. LEFT SIDE IS A W SWALE NOT A COMMON SWALE AS PROPOSED ON SITE PLAN AND SHOWN ON FINAL SURVEY. LEFT SIDE SWALE IS HOLDING WATER NOT ALLOWING IT TO DRAIN DUE TO A BIG HUMP AND NOT MATCHED TO GRADE AT PROPERTY LINE. NEEDS TO BE LOWERED AND SOODED TO MATCH GRADE. SEE PHOTO FOR REFERENCE. Inspector Notes from Inspection 9463 09/07/23 SURVEY CORRECTIONS MADE. WILL SEE IF THIS IS REFLECTED IN THE FIELD DURING FIELD SURVEY. ____________________________________________________________________________________________________________________ 8/25/2023 - PREVIOUS INSPECTION NOTES 08/25/23 12 Property line Section 300, Drawing 300.D, Drawing 300.D,The front property line/right away elevation are to be equal to or greater than the centerline of the road elevation. IN YOUR SITE PLAN YOU PROPOSED A COMMON SWALE ON THE RIGHT SIDE. IN YOUR FINAL SURVEY YOU INDICATED A W SWALE. Inspector Notes from Inspection 9270 06/01/23 READY TO POUR. LOOKED GOOD AT THE TIME OF INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL | |||
| ROW- PROJECT STATUS | 09/14/2023 | APPROVED | GBERTOLA |
| Note: 9/14/23= The slope in the back needs to be 4:1, as currently, it has a 10-ft slope from the end of the property. There is a hump on the right side corner of the backyard that is blocking the flow of stormwater. THERE IS A HUMP IN THE SWALE ON THE RIGHT SIDE OF THE DRIVEWAY, FACING THE HOUSE, THAT IS BLOCKING THE FLOW OF STORMWATER. ON THE LEFT SIDE, NEAR THE PROPERTY LINE, THE SOD NEEDS TO BE LOWERED TO IMPROVE THE DRAINAGE. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/07/2023 | APPROVED - AS NOTED | FSLADISH |
| Note: 09/07/23 SURVEY CORRECTIONS MADE. WILL SEE IF THIS IS REFLECTED IN THE FIELD DURING FIELD SURVEY. ____________________________________________________________________________________________________________________ 8/25/2023 - PREVIOUS INSPECTION NOTES 08/25/23 12 Property line Section 300, Drawing 300.D, Drawing 300.D,The front property line/right away elevation are to be equal to or greater than the centerline of the road elevation. IN YOUR SITE PLAN YOU PROPOSED A COMMON SWALE ON THE RIGHT SIDE. IN YOUR FINAL SURVEY YOU INDICATED A W SWALE. Inspector Notes from Inspection 9270 06/01/23 READY TO POUR. LOOKED GOOD AT THE TIME OF INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 09/07/2023 | Disapproved - NO FEE | FSLADISH |
| Note: 09/07/23 SURVEY DOES NOT REFLECT WHAT IS IN THE FIELD. LEFT SIDE IS A W SWALE NOT A COMMON SWALE AS PROPOSED ON SITE PLAN AND SHOWN ON FINAL SURVEY. LEFT SIDE SWALE IS HOLDING WATER NOT ALLOWING IT TO DRAIN DUE TO A BIG HUMP AND NOT MATCHED TO GRADE AT PROPERTY LINE. NEEDS TO BE LOWERED AND SOODED TO MATCH GRADE. SEE PHOTO FOR REFERENCE. Inspector Notes from Inspection 9463 09/07/23 SURVEY CORRECTIONS MADE. WILL SEE IF THIS IS REFLECTED IN THE FIELD DURING FIELD SURVEY. ____________________________________________________________________________________________________________________ 8/25/2023 - PREVIOUS INSPECTION NOTES 08/25/23 12 Property line Section 300, Drawing 300.D, Drawing 300.D,The front property line/right away elevation are to be equal to or greater than the centerline of the road elevation. IN YOUR SITE PLAN YOU PROPOSED A COMMON SWALE ON THE RIGHT SIDE. IN YOUR FINAL SURVEY YOU INDICATED A W SWALE. Inspector Notes from Inspection 9270 06/01/23 READY TO POUR. LOOKED GOOD AT THE TIME OF INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 08/25/2023 | Disapproved - NO FEE | FSLADISH |
| Note: 08/25/23 12 Property line Section 300, Drawing 300.D, Drawing 300.D,The front property line/right away elevation are to be equal to or greater than the centerline of the road elevation. IN YOUR SITE PLAN YOU PROPOSED A COMMON SWALE ON THE RIGHT SIDE. IN YOUR FINAL SURVEY YOU INDICATED A W SWALE. Inspector Notes from Inspection 9270 06/01/23 READY TO POUR. LOOKED GOOD AT THE TIME OF INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL | |||
| ELECTRIC - EARLY POWER | 07/20/2023 | APPROVED - AS NOTED | KSANDOE |
| Note: Emailed FPL @ 0957. Release Power Inspector Notes from Inspection 2200 Emailed FPL @ 1408. Release Power | |||
| GRAVITY SEWER TEST | 06/06/2023 | APPROVED | MGIBSON |
| U - SEWER TIE IN | 06/06/2023 | APPROVED | MGIBSON |
| ROW- PRE-APRON (PRE-POUR) | 06/01/2023 | APPROVED - AS NOTED | FSLADISH |
| Note: 06/01/23 READY TO POUR. LOOKED GOOD AT THE TIME OF INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL | |||
| U-CROSS CONNECTION | 06/01/2023 | APPROVED - AS NOTED | LFITZGERALD |
| Note: no irrigation-no cross connection | |||
| PEP TANK INSTALLATION REQUEST | 05/22/2023 | APPROVED | CSTONE |
| Note: 5/17/2023 4:18:32 PM- PREVIOUS INSPECTION NOTES stucco and dumpster | |||
| INSULATION | 05/17/2023 | APPROVED | KSANDOE |
| PEP TANK INSTALLATION REQUEST | 05/17/2023 | Disapproved - NO FEE | CSTONE |
| Note: stucco and dumpster | |||
| ALL ROUGH | 05/12/2023 | APPROVED | KSANDOE |
| LATH/BRICK/ WATER BARRIER | 05/12/2023 | APPROVED | KSANDOE |
| ELECTRIC-TUG | 04/26/2023 | APPROVED - AS NOTED | KSANDOE |
| Note: Emailed FPL @ 1408. Release Power | |||
| WALL SHEATHING | 04/26/2023 | APPROVED | KSANDOE |
| Note: Inspector Notes from Inspection 2340 Inspection was conducted on 4/10/2023 as a training walkthrough. Super forgot schedule. | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 04/26/2023 | APPROVED | KSANDOE |
| Note: Inspector Notes from Inspection 2340 Inspection was conducted on 4/10/2023 as a training walkthrough. Super forgot schedule. | |||
| ROOF VALLEY & METAL | 04/26/2023 | APPROVED | KSANDOE |
| Note: Inspector Notes from Inspection 2340 Inspection was conducted on 4/10/2023 as a training walkthrough. Super forgot schedule. | |||
| TIE BEAM / LINTEL | 04/21/2023 | APPROVED - AS NOTED | KSANDOE |
| Note: Inspection was conducted on 4/10/2023 as a training walkthrough. Super forgot schedule. | |||
| FOUND SURVEY APPROVED (OFFICE) | 04/03/2023 | APPROVED | TBAKER |
| ROW - DRAINAGE | 03/28/2023 | APPROVED | FSLADISH |
| Note: 03/28/23 CORRECTIONS MADE.. _____________________________________________________________________________________________ 3/21/2023 - PREVIOUS INSPECTION NOTES 3/21/23=SILT FENCE IS INCORRECT THE WAY IS INSTALED THE FENCE POST GOING IN TO THE OUT SIDE AND THE FABRIC IS GOING TO INSIDE SECTION 1200.01 EROSION CONTROL. INSPECTOR BE BACK 3/28/23 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3/13/2023 - PREVIOUS INSPECTION NOTES NEED TO INSTALL SILT FENCE ALL AROUND THE CONSTRUCTION SITE Erosion Control Inspection (119), Section 300.04 Lot Grading Permit Requirements for Vacant Lots INSPECTOR BE BACK 3/21/22= | |||
| MONOLITHIC SLAB | 03/22/2023 | APPROVED | KSANDOE |
| Note: 3/21/2023 - PREVIOUS INSPECTION NOTES Additional tamping needed throughout | |||
| MONOLITHIC SLAB | 03/21/2023 | Disapproved - NO FEE | KSANDOE |
| Note: Additional tamping needed throughout | |||
| ROW - DRAINAGE | 03/21/2023 | Disapproved -FEE REQUIRED | GBERTOLA |
| Note: 3/21/23=SILT FENCE IS INCORRECT THE WAY IS INSTALED THE FENCE POST GOING IN TO THE OUT SIDE AND THE FABRIC IS GOING TO INSIDE SECTION 1200.01 EROSION CONTROL. INSPECTOR BE BACK 3/28/23 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3/13/2023 - PREVIOUS INSPECTION NOTES NEED TO INSTALL SILT FENCE ALL AROUND THE CONSTRUCTION SITE Erosion Control Inspection (119), Section 300.04 Lot Grading Permit Requirements for Vacant Lots INSPECTOR BE BACK 3/21/22= | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 03/17/2023 | APPROVED | KSANDOE |
| WATER METER INSTALLATION REQUEST | 03/16/2023 | APPROVED | CSTONE |
| ROW - DRAINAGE | 03/13/2023 | Disapproved - NO FEE | GBERTOLA |
| Note: NEED TO INSTALL SILT FENCE ALL AROUND THE CONSTRUCTION SITE Erosion Control Inspection (119), Section 300.04 Lot Grading Permit Requirements for Vacant Lots INSPECTOR BE BACK 3/21/22= |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 04/28/2023 | 04/28/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 04/03/2023 | 04/03/2023 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 04/03/2023 | 04/03/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 10/05/2022 | 10/10/2022 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 10/05/2022 | 10/10/2022 |
| Note: Released By: HALEIGH HAND - - | |||
| ELEC | COMPLETE | 10/05/2022 | 10/06/2022 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 10/05/2022 | 10/06/2022 |
| Note: Released By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 10/05/2022 | 10/11/2022 |
| Note: Released By: CANDACE STONE - - CSTONE@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 10/05/2022 | 10/06/2022 |
| Note: Released By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 10/05/2022 | 10/10/2022 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 10/05/2022 | 10/06/2022 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 10/05/2022 | 02/16/2023 |
| 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 |
| PLAN REVIEW - REVISION | ¤32.50 | 11/01/2023 |
| SW ENG REINSPECTION 20 | ¤20.00 | 11/01/2023 |
| SW ENG REINSPECTION 20 | ¤20.00 | 11/01/2023 |
| SW ENG REINSPECTION 20 | ¤20.00 | 11/01/2023 |
| SW ENG - INSPECTION 20 | ¤20.00 | 11/01/2023 |
| SW ENG INSPECTION 80 | ¤80.00 | 03/15/2023 |
| SW ENG PRE APRON | ¤30.00 | 03/15/2023 |
| WATER- TURN ON | ¤25.00 | 03/15/2023 |
| ADJUSTMENT 50% | (¤405.07) | 03/15/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 03/15/2023 |
| INSPECTION - RESIDENTIAL | ¤607.75 | 03/15/2023 |
| PLAN REVIEW - RESIDENTIAL | ¤172.38 | 03/15/2023 |
| SW ENG - REVIEW 20 | ¤20.00 | 03/15/2023 |
| SW ENG RES REVIEW 200 | ¤200.00 | 03/15/2023 |
| TRANS IMPACT FEE ADMIN | ¤52.92 | 03/15/2023 |
| TRANS IMPACT FEE ADMIN | (¤52.92) | 03/15/2023 |
| SEWER CREDIT | (¤504.06) | 03/15/2023 |
| SEWER INSPECTION | ¤25.00 | 03/15/2023 |
| SEWER CAPITAL FACILITY | ¤5,344.82 | 03/15/2023 |
| WATER CAPITAL FACILITY FEE | ¤3,923.88 | 03/15/2023 |
| SITE PLAN 30 | ¤30.00 | 03/15/2023 |
| CONNECTION FEES | ¤1,166.26 | 03/15/2023 |
| FIRE IMPACT FEE ADMIN | ¤12.62 | 03/15/2023 |
| FIRE IMPACT FEE ADMIN | (¤12.62) | 03/15/2023 |
| IMPACT FEE FIRE | ¤420.52 | 03/15/2023 |
| IMPACT FEE PARKS | ¤1,769.15 | 03/15/2023 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 03/15/2023 |
| IMPACT FEE TRANSPORTATION | ¤1,764.00 | 03/15/2023 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 03/15/2023 |
| PARKS IMPACT FEE ADMIN | ¤53.07 | 03/15/2023 |
| PARKS IMPACT FEE ADMIN | (¤53.07) | 03/15/2023 |
| SURCHARGE FS 533.721 | ¤2.69 | 03/15/2023 |
| SURCHARGE - FS 468.631 | ¤4.04 | 03/15/2023 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 03/15/2023 |
| SW ENG - INSPECTION 20 | ¤20.00 | 03/15/2023 |
| SW ENG - INSPECTION 20 | ¤20.00 | 03/15/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤20,353.86 |