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Permit #2023101429
Permit Details
Status: COED
| Parcel Id: 07-11-31-7060-00270-0040 |
| CONDITIONED SPACE: 1983 sqft |
| GARAGE: 516 sqft |
| OPENED PORCH (WITH ROOF) : 154 sqft |
| Total Square Footage: 2653 sqft |
| Block: 00270 |
| Subdivision: - |
| Job Phone: 831-383-2883 |
| Location Address: 27 SLOGANEER TR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 01/05/2024 |
| NOC: RECORDED |
| Applicant name: EDWARD LEE DAUBERT JR |
| Owner: FLORIDA SUN PARTNERS II LLC |
|
Address PO BOX 770279 ORLANDO, FL 32877 |
| Lot: 0040 |
| Contracted Stated Job Value: ¤250,000.00 |
| Job Description: Single Family Residence |
| Type: CN |
Contractor
BRITE BUILDING GROUP LLC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
6751 FORUM DRIVE SUITE 210 ORLANDO, FL 32821 |
CBC1266303 (Exp: 08/31/2026) | 831-383-2883 |
Sub Contractors
DUSTIN L ESTEP
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
2041 N HIAWASSEE RD APOPKA, FL 32703 |
CCC1330971 (Exp: 08/31/2026) | 407-702-0206 | 352-988-6629 |
JASON LEE JAMES
| Status | Location Address | State License Number | Phone |
| ACTIVE |
217 N WESTMONTE DR SUITE 1007 ALTAMONTE SPRINGS, FL 32714 |
CAC1820196 (Exp: 08/31/2026) | 407-404-4000 |
JASON LEE JAMES
| Status | Location Address | State License Number | Phone |
| ACTIVE |
217 N WESTMONTE DR SUITE 1007 ALTAMONTE SPRINGS, FL 32714 |
CFC1430061 (Exp: 08/31/2026) | 407-404-4000 |
ANTHONY OKEITH FENNELL
| Status | Location Address | State License Number | Phone |
| ACTIVE |
217 N. WESTMONTE DR, SUITE 1007 ALTAMONTE SPRINGS, FL 32714 |
EC13011194 (Exp: 08/31/2026) | 407-404-4000 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - STORMWATER FINAL | 09/17/2024 | APPROVED | FSLADISH |
| Note: 9/17/24 At the time of the inspection all minimum city standards and requirements were met. Niether the Inspector nor the city is responsible if, for whatever reason, site conditions change over time after the Inspection. Inspector Notes from Inspection 9272 9/16/24 PIPE ELEVATION IS GOOD. CUTS MADE. YOU HAVE A WASHOUT BEHIND RIGHT SIDE CULVERT END AND WHERE DRIVEWAY MEET. CULVERT IS FULL OF DIRT AND SILT AND WILL NEED TO BE COMPLETELY CLEANED OUT. THESE WILL NEED TO BE CORRECTED BEFORE ROW FINAL PASSAGE HOT PATCH COMPLETED. APPROVING AS NOTED THAT THESE AFTERPOUR ITEMS WILL NEE TO BE ADDRESSED. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 9/13/24 UPON WALKING PROPERTY DETERMINED THAT WHILE THE GROUND IS COMPLETLY STUATED FROM SEVERAL DAYS OF HAEVY RAIN THAT ACCORDING TO THE SURVEY ELEVATIONS AND VISUAL IN THE FIELD THE DRAINAGE SHOULD WORK AS INDICATED AT THE TIME OF THIS INSPECTION. APPROVING AS NOTED. Inspector Notes from Inspection 9272 9/16/24 PIPE ELEVATION IS GOOD. CUTS MADE. YOU HAVE A WASHOUT BEHIND RIGHT SIDE CULVERT END AND WHERE DRIVEWAY MEET. CULVERT IS FULL OF DIRT AND SILT AND WILL NEED TO BE COMPLETELY CLEANED OUT. THESE WILL NEED TO BE CORRECTED BEFORE ROW FINAL PASSAGE HOT PATCH COMPLETED. APPROVING AS NOTED THAT THESE AFTERPOUR ITEMS WILL NEE TO BE ADDRESSED. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 9/13/24 UPON WALKING PROPERTY DETERMINED THAT WHILE THE GROUND IS COMPLETLY STUATED FROM SEVERAL DAYS OF HAEVY RAIN THAT ACCORDING TO THE SURVEY ELEVATIONS AND VISUAL IN THE FIELD THE DRAINAGE SHOULD WORK AS INDICATED AT THE TIME OF THIS INSPECTION. APPROVING AS NOTED. | |||
| U -UTILITY RESIDENTIAL FINAL | 09/16/2024 | FINAL APPROVED | BWRIGHT |
| U-CROSS CONNECTION | 09/16/2024 | APPROVED - AS NOTED | BWRIGHT |
| Note: IRR with potable water. PVB in place. No CC | |||
| ROW - FINAL APRON (AFTER POUR) | 09/16/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 9/16/24 PIPE ELEVATION IS GOOD. CUTS MADE. YOU HAVE A WASHOUT BEHIND RIGHT SIDE CULVERT END AND WHERE DRIVEWAY MEET. CULVERT IS FULL OF DIRT AND SILT AND WILL NEED TO BE COMPLETELY CLEANED OUT. THESE WILL NEED TO BE CORRECTED BEFORE ROW FINAL PASSAGE HOT PATCH COMPLETED. APPROVING AS NOTED THAT THESE AFTERPOUR ITEMS WILL NEE TO BE ADDRESSED. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 9/13/24 UPON WALKING PROPERTY DETERMINED THAT WHILE THE GROUND IS COMPLETLY STUATED FROM SEVERAL DAYS OF HAEVY RAIN THAT ACCORDING TO THE SURVEY ELEVATIONS AND VISUAL IN THE FIELD THE DRAINAGE SHOULD WORK AS INDICATED AT THE TIME OF THIS INSPECTION. APPROVING AS NOTED. | |||
| BLD - BUILDING FINAL | 09/16/2024 | FINAL APPROVED | BTAYLOR |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/13/2024 | APPROVED | FSLADISH |
| Note: 9/13/24 ELEVATION SHOTS REQUIRED HAVE BEEN ADDED AT THE TIME OF THIS INSPECTION. 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. ________________________________________________________________________________________________________________________ 9/9/2024 - PREVIOUS INSPECTION NOTES 9/9/24 YOU ARE REQUIRED TO HAVE PROPERTY LINE ELEVATION SHOTS EVERY 20 FT IN A GRID PATTERN. ON THE RIGHT SIDE YOU HAVE NONE, ON THE LEFT YOU ARE MISSING A FEW. PLEASE INDICATE IF CONSTRUCTION IS BLOCK OR WOOD. YOU ARE REQUIRED TO HAVE AN ELEVATION SHOT ON THE RIGHT FRONT CORNER OF THE STRUCTURE. THER IS ONLY 3 TENTHS OF FALL OFF THE REAR OF THE STRUCTURE. COPC STANDARDS CALL FOR 6" IN THE FIRST 10 FT. WE REQUIRE THE INVERT ELEVATIONS OF ANY CULVERT UP OR DOWNSTREAM WITHIN 100 FT OF PROPERTY LINES. THER IS NONE FOR THE RIGHT SIDE IMPROVED PROPERTY. Elevations every 20 ft. on the property line Sec 300.01D1 Sec 300.01D1 The elevations along all property lines must be at a minimum of 20 foot intervals. 7 Drainage structure within 100 ft must be shown Sec 300.01A8 "Sec 300.01A8 The elevations and/or inverts of all drainage structures within 100 feet of the property lines, including, culverts, inlets, swales, weirs, etc. both upstream and downstream of the property. This includes the ditch bottom and top of bank of ditches located on the property." 1Bldg Code R401.3 Bldg Code R401.3 Lots shall be graded to drain surface water away from foundations walls. The grade shall fall a minimum of 6" (125 mm) within the first 10 ft (3048 mm) Sod elevation Sec 300.01 (A)(1)(C)(6) Sec300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 09/13/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 9/13/24 UPON WALKING PROPERTY DETERMINED THAT WHILE THE GROUND IS COMPLETLY STUATED FROM SEVERAL DAYS OF HAEVY RAIN THAT ACCORDING TO THE SURVEY ELEVATIONS AND VISUAL IN THE FIELD THE DRAINAGE SHOULD WORK AS INDICATED AT THE TIME OF THIS INSPECTION. APPROVING AS NOTED. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/09/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 9/9/24 YOU ARE REQUIRED TO HAVE PROPERTY LINE ELEVATION SHOTS EVERY 20 FT IN A GRID PATTERN. ON THE RIGHT SIDE YOU HAVE NONE, ON THE LEFT YOU ARE MISSING A FEW. PLEASE INDICATE IF CONSTRUCTION IS BLOCK OR WOOD. YOU ARE REQUIRED TO HAVE AN ELEVATION SHOT ON THE RIGHT FRONT CORNER OF THE STRUCTURE. THER IS ONLY 3 TENTHS OF FALL OFF THE REAR OF THE STRUCTURE. COPC STANDARDS CALL FOR 6" IN THE FIRST 10 FT. WE REQUIRE THE INVERT ELEVATIONS OF ANY CULVERT UP OR DOWNSTREAM WITHIN 100 FT OF PROPERTY LINES. THER IS NONE FOR THE RIGHT SIDE IMPROVED PROPERTY. Elevations every 20 ft. on the property line Sec 300.01D1 Sec 300.01D1 The elevations along all property lines must be at a minimum of 20 foot intervals. 7 Drainage structure within 100 ft must be shown Sec 300.01A8 "Sec 300.01A8 The elevations and/or inverts of all drainage structures within 100 feet of the property lines, including, culverts, inlets, swales, weirs, etc. both upstream and downstream of the property. This includes the ditch bottom and top of bank of ditches located on the property." 1Bldg Code R401.3 Bldg Code R401.3 Lots shall be graded to drain surface water away from foundations walls. The grade shall fall a minimum of 6" (125 mm) within the first 10 ft (3048 mm) Sod elevation Sec 300.01 (A)(1)(C)(6) Sec300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/05/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 9/5/24 PLEASE PROVIDE THE FFE, CULVERT ELEVATIONS AND SWALE ELEVATION AT PROPERTY LINE ON IMPROVED LOT ON THE RIGHT. YOUR SURVEY IS SHOWING THE CULVERT PIPE YOU HAVE INSTALLED AS 12" STMP. WE REQUIRE 13' X 17" CMP OR 15" HDPE PIPE. Culvert not the right size. / 12 inch pipe nor pre approved. Swale Plan Details #1 Swale Plan Details #1. The driveway culvert is to be a 17x13 (15" diameter equivalent) helical corrugated metal pipe with mitered ends...Substitutes require prior approval by the City Stormwater Engineer. 7 Drainage structure within 100 ft must be shown Sec 300.01A8 "Sec 300.01A8 The elevations and/or inverts of all drainage structures within 100 feet of the property lines, including, culverts, inlets, swales, weirs, etc. both upstream and downstream of the property. This includes the ditch bottom and top of bank of ditches located on the property." Inspector Notes from Inspection 9270 8/2/24 PIPE ELEVATION IS OK. READY TO POUR AT THE TIME OF THIS INSPECTION. WITH A POSSIBLE STORM IN THE FORECAST IT IS BUILERS RESPONSIBILITY TO MAKE SURE TO RECHECK ELEVATIONS BEFORE POURING. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy 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. 8/1/2024 - PREVIOUS INSPECTION NOTES 8/1/24 CA NNOT LOCATE BM IN THE ROAD EDGE. THERE IS TO MUCH DIRT DEBRIS AND I AM UNABE TO LOCATE IT. BUILDER PLEASE REESTABLISH WITH CLEARLY MARKED DISCIN ASPHALT. PICTURE FOR REFERENCE. I WILL NOT FEE YOU TODAY. PLEASE CLEARLY MARK BM. | |||
| FLOOR / WALL PENETRATION | 08/20/2024 | APPROVED | BTAYLOR |
| ELECTRIC - EARLY POWER | 08/20/2024 | APPROVED - AS NOTED | BTAYLOR |
| Note: Inspector Notes from Inspection 2200 6-13-24 1. Emailed FPL at 12:15. 8-20-24 1. Emailed FPL at 1:58. | |||
| GRAVITY SEWER TEST | 08/08/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| SEWER TIE IN | 08/08/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| ROW- PRE-APRON (PRE-POUR) | 08/02/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 8/2/24 PIPE ELEVATION IS OK. READY TO POUR AT THE TIME OF THIS INSPECTION. WITH A POSSIBLE STORM IN THE FORECAST IT IS BUILERS RESPONSIBILITY TO MAKE SURE TO RECHECK ELEVATIONS BEFORE POURING. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy 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. 8/1/2024 - PREVIOUS INSPECTION NOTES 8/1/24 CA NNOT LOCATE BM IN THE ROAD EDGE. THERE IS TO MUCH DIRT DEBRIS AND I AM UNABE TO LOCATE IT. BUILDER PLEASE REESTABLISH WITH CLEARLY MARKED DISCIN ASPHALT. PICTURE FOR REFERENCE. I WILL NOT FEE YOU TODAY. PLEASE CLEARLY MARK BM. | |||
| ROW- PRE-APRON (PRE-POUR) | 08/01/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 8/1/24 CA NNOT LOCATE BM IN THE ROAD EDGE. THERE IS TO MUCH DIRT DEBRIS AND I AM UNABE TO LOCATE IT. BUILDER PLEASE REESTABLISH WITH CLEARLY MARKED DISCIN ASPHALT. PICTURE FOR REFERENCE. I WILL NOT FEE YOU TODAY. PLEASE CLEARLY MARK BM. | |||
| PEP TANK INSTALLATION REQUEST | 07/03/2024 | APPROVED | CBOWERMASTER |
| INSULATION | 07/01/2024 | APPROVED | BTAYLOR |
| LATH/BRICK/ WATER BARRIER | 06/25/2024 | APPROVED | BTAYLOR |
| ALL ROUGH | 06/25/2024 | APPROVED | BTAYLOR |
| ROOF VALLEY & METAL | 06/13/2024 | APPROVED | BTAYLOR |
| ELECTRIC-TUG | 06/13/2024 | APPROVED - AS NOTED | BTAYLOR |
| Note: 6-13-24 1. Emailed FPL at 12:15. | |||
| WALL SHEATHING | 06/12/2024 | APPROVED | BTAYLOR |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 06/12/2024 | APPROVED | BTAYLOR |
| FOUND SURVEY APPROVED (OFFICE) | 06/11/2024 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 06/03/2024 | APPROVED | BTAYLOR |
| Note: 5/31/2024 - PREVIOUS INSPECTION NOTES | |||
| TIE BEAM / LINTEL | 05/31/2024 | CANCELLED BY APPLICANT | BTAYLOR |
| MONOLITHIC SLAB | 05/22/2024 | APPROVED | BTAYLOR |
| PLUMBING 1ST ROUGH UNDERGROUND | 05/17/2024 | APPROVED | MGIBSON |
| WATER METER INSTALLATION REQUEST | 04/25/2024 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| BADMIN | COMPLETE | 09/16/2024 | 09/16/2024 |
| Note: Released By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM | |||
| BADMIN | HOLD | 08/28/2024 | 08/28/2024 |
| Note: Held By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM SUBMIT SUBCONTRACTORS ON PERMIT APPLICATION | |||
| BADMIN | HOLD | 08/28/2024 | 08/28/2024 |
| Note: Held By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM APP WITH SUBCONTRACTORS NOT ATTACHED | |||
| BLD | COMPLETE | 07/10/2024 | 07/16/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 07/10/2024 | 07/10/2024 |
| Note: Released By: LIBBY RAYBURN - - LRAYBURN@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 06/10/2024 | 06/11/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 06/10/2024 | 06/10/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 05/03/2024 | 05/07/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| MECH | HOLD | 04/30/2024 | 05/03/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Design location on Heatload needs to be Daytona Beach | |||
| BLD | COMPLETE | 11/15/2023 | 11/15/2023 |
| Note: Released By: JPI | |||
| BLD | HOLD | 10/31/2023 | 11/06/2023 |
| Note: Held By: JPI 1. Per City Truss Submittal Requirements dated April 15, 2023, provide the truss plan packet signed and sealed by a licensed design professional including a completed shop drawing approval stamp on the truss cover sheet. | |||
| CUSVC | COMPLETE | 10/31/2023 | 11/01/2023 |
| Note: Released By: CYNTHIA SCHWEERS - - CSCHWEERS@PALMCOASSTGOV.COM | |||
| ELEC | COMPLETE | 10/31/2023 | 11/02/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 10/31/2023 | 10/31/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 10/31/2023 | 11/03/2023 |
| LOCATE | COMPLETE | 10/31/2023 | 11/06/2023 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 10/31/2023 | 11/03/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 10/31/2023 | 11/15/2023 |
| Note: Released By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 10/31/2023 | 11/02/2023 |
| Note: Released By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 10/31/2023 | 11/07/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 10/31/2023 | 12/21/2023 |
| 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 |
| CONTRACTOR CHANGE | ¤20.00 | 09/17/2024 |
| CONTRACTOR CHANGE | ¤20.00 | 09/17/2024 |
| PLAN REVIEW - REVISION | ¤32.50 | 09/17/2024 |
| CONNECTION FEES | ¤1,166.26 | 01/05/2024 |
| CONTRACTOR CHANGE | ¤20.00 | 01/05/2024 |
| CONTRACTOR CHANGE | ¤20.00 | 01/05/2024 |
| WATER-METER | ¤505.39 | 01/05/2024 |
| WATER- TURN ON | ¤25.00 | 01/05/2024 |
| WATER- TURN ON | ¤25.00 | 01/05/2024 |
| ADJUSTMENT 50% | (¤456.25) | 01/05/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 01/05/2024 |
| INSPECTION - RESIDENTIAL | ¤687.50 | 01/05/2024 |
| PLAN REVIEW - RESIDENTIAL | ¤195.00 | 01/05/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 01/05/2024 |
| IMPACT FEE FIRE | ¤428.09 | 01/05/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 01/05/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 01/05/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 01/05/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 01/05/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,812.00 | 01/05/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 01/05/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 01/05/2024 |
| SURCHARGE FS 533.721 | ¤4.56 | 01/05/2024 |
| SURCHARGE - FS 468.631 | ¤6.84 | 01/05/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 01/05/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 01/05/2024 |
| SW ENG PRE APRON | ¤30.00 | 01/05/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 01/05/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 01/05/2024 |
| SEWER CREDIT | (¤1,466.00) | 01/05/2024 |
| SEWER INSPECTION | ¤25.00 | 01/05/2024 |
| SEWER CAPITAL FACILITY | ¤5,344.82 | 01/05/2024 |
| WATER CAPITAL FACILITY FEE | ¤3,923.88 | 01/05/2024 |
| SITE PLAN 30 | ¤30.00 | 01/05/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤20,598.58 |