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Permit #2024120349
Permit Details
Status: COED
| Parcel Id: 07-11-31-7011-00080-0100 |
| CONDITIONED SPACE: 1800 sqft |
| GARAGE: 410 sqft |
| OPENED PORCH (WITH ROOF) : 36 sqft |
| Total Square Footage: 2246 sqft |
| Block: 00080 |
| Subdivision: - |
| Job Phone: 689-250-2429 |
| Location Address: 61 BECKNER LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 01/02/2025 |
| NOC: RECORDED |
| Applicant name: RYAN M COURECH |
| Owner: A AND R-MERIDIAN REAL ESTATE DEVELOPMENT LLC |
|
Address 688 N ORLANDO AVENUE MAITLAND, FL 32751 |
|
Address SUITE 207 MAITLAND, FL 32751 |
| Lot: 0100 |
| Contracted Stated Job Value: ¤208,000.00 |
| Job Description: SINGLE FAMILY DWELLING |
| Type: CN |
| Original Permit #: 2024010999 |
Contractor
MCH CONSTRUCTION LLC
| Status | Location Address | State License Number | Phone |
| INACTIVE |
668 N ORLANDO AVE, STE 207 MAITLAND, FL 32751 |
CBC1262898 (Exp: 08/31/2026) | 407-602-8257 |
Sub Contractors
JOSEPH C WRIGHT
| Status | Location Address | Mailing Address | State License Number | Phone | Fax |
| ACTIVE |
15 HARGROVE LANE PALM COAST, FL 32137 |
UNIT 3 D PALM COAST, FL 32137 |
EC13003278 (Exp: 08/31/2026) | 386-447-9644 | 386-447-9633 |
DUSTIN ARCHER
| Status | Location Address | State License Number | Phone |
| ACTIVE |
2785 WRIGHTS ROAD SUITE 1133 OVIEDO, FL 32765 |
CMC1251099 (Exp: 08/31/2026) | 407-391-1145 |
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 |
CHAD DAVID GRESSANI
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
2640 BROOKSHIRE CIRCLE MELBOURNE, FL 32904 |
CCC1327235 (Exp: 08/31/2026) | 321-288-6415 | 321-729-8997 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - STORMWATER FINAL | 10/15/2025 | APPROVED | EMADISON |
| Note: AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED | |||
| ROW - STORMWATER FINAL | 10/14/2025 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: STILL NEED TO HAVE SEED AND STRAW ON VACANT LOT ON ALL BARE AREAS LOOKS LIKE THIS LOT IS IMPACTING THE ADJACENT LOTS IN THE BACK BUT FINAL SURVEY SHOWS NO PLEASE LOOK AT GRADE AGAIN --------------------------------------------------------------------------- 10/8/2025 - PREVIOUS INSPECTION NOTES 10-08-25 TPOLACEK*** BACK RIGHT CORNER HAS A LOW AREA THAT HOLDS WATER THERE IS ALSO A SMALL LOW AREA ALONG RIGHR REAR PROPERTY LINE THAT NEEDS TO BE RAISED. BOTH ARE MARKED IN PINK PAINT AND PHOTOS ATTACHED. THERE MUST ALSO BE SEED AND STRAW COVERING ALL BARE GROUND. New inspection due to canceled inspection Inspector Notes from Inspection 9465 ** 10/03/25 BEFORE THE ROW STORMWATER FINAL REPAIR WASHOUT ALONG THE REAR PROPERTY LINE 10 FT OFF THE RIGHT REAR CORNER | |||
| ROW - STORMWATER FINAL | 10/08/2025 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 10-08-25 TPOLACEK*** BACK RIGHT CORNER HAS A LOW AREA THAT HOLDS WATER THERE IS ALSO A SMALL LOW AREA ALONG RIGHR REAR PROPERTY LINE THAT NEEDS TO BE RAISED. BOTH ARE MARKED IN PINK PAINT AND PHOTOS ATTACHED. THERE MUST ALSO BE SEED AND STRAW COVERING ALL BARE GROUND. New inspection due to canceled inspection Inspector Notes from Inspection 9465 ** 10/03/25 BEFORE THE ROW STORMWATER FINAL REPAIR WASHOUT ALONG THE REAR PROPERTY LINE 10 FT OFF THE RIGHT REAR CORNER | |||
| ROW - STORMWATER FINAL | 10/06/2025 | CANCELLED BY APPLICANT | WEB |
| Note: Inspector Notes from Inspection 9465 ** 10/03/25 BEFORE THE ROW STORMWATER FINAL REPAIR WASHOUT ALONG THE REAR PROPERTY LINE 10 FT OFF THE RIGHT REAR CORNER | |||
| ROW - FINAL APRON (AFTER POUR) | 10/06/2025 | APPROVED | EMADISON |
| Note: AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 10/03/2025 | APPROVED | EMADISON |
| Note: | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 10/03/2025 | APPROVED - AS NOTED | EMADISON |
| Note: ** 10/03/25 BEFORE THE ROW STORMWATER FINAL REPAIR WASHOUT ALONG THE REAR PROPERTY LINE 10 FT OFF THE RIGHT REAR CORNER | |||
| BLD - BUILDING FINAL | 10/01/2025 | Approval - Private Provider | PPROVIDER |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/16/2025 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 09/16/25 FINAL SURVEY SHOWS TOO MUCH WATER WILL CONTINUE TO FLOW TO THE REAR THERE NEEDS TO BE A MINIMUM OF .30 FROM THE BOTTOM OF YOUR DRAINAGE FEATURE TO THE TOP RIGHT AND LEFT SIDES IN REAR YARD SHOW CONTINUOUS FALL REARWARD. ** 6) 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. Draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement.Section 300.01 C(6) V-16 | |||
| ROW- PRE-APRON (PRE-POUR) | 08/19/2025 | APPROVED - AS NOTED | EMADISON |
| Note: ** 08/19/25 ALL CORRECTIONS MADE READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builder’s 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. ** BUILDERS RESPONSIBILITY TO ENSURE CULVERT ELEVATION IS WITHIN TOLERANCE BEFORE THE POUR IN THE EVENT OF RAIN CHECK COMPACTION OF MATERIAL **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 ________________________________________________________________________________________________________________ 8/18/2025 - PREVIOUS INSPECTION NOTES ** 08/18/25 CANCELLED BY JASON ________________________________________________________________________________________________________________ 8/15/2025 - PREVIOUS INSPECTION NOTES ** 08/15/25 THIS INSPECTOR SHOT THE ELEVATION FROM THE NAIL IN POWER POLE THAT WAS LEFT AS BENCH MARK AFTER BUILDER REMOVED (1) OF THE (2) NALS THAT WAS IN POWER POLE FROM PREVIOUS INSPECTION CULVERT ELEVATION IS NOW SHOWING TO BE .65 OUT OF TOLERANCE AND DOES NOT CROSS REFERENCE WITH THE NAIL AND DISK AT CENTER LINE ELEVATION OF (25.15). ** SEE ATTACHED PHOTO OF NAIL LEFT IN POWER AS BENCH MARK. ** REMOVE HIGH AREA IN DRIVEWAY POUR AREA AS A MINIMUM OF 4 INCHES OF CONCRETE IS REQUIRED IN POUR AREA ABOVE THE ROW ** BACK FILL OR EXTEND FORM BOARDS TO CONTAIN CONCRETE WITHIN THE POUR AREA ** CHIP AWAY ALL OVER POURED CONCRETE ACROSS GARAGE OPENING FOR THE REQUIRED 4 INCHES OF CONCRETE. ** SEE ALL ATTACHED PHOTOS ________________________________________________________________________________________________________________________ 8/13/2025 - PREVIOUS INSPECTION NOTES ** 08/13/25 POWER POLE HAS (2) NAILS (2) BENCH MARKS BUILDERS NEEDS TO IDENTIFY CORRECT BENCH MARK ** "9) An on-site, easily identifiable benchmark referenced to NAVD 1988 (e.g., fire hydrant, nail in power pole [1 nail per power pole], and manhole covers). Pavement nails will be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov. Section 300.01 B(9) V-15." | |||
| ROW- PRE-APRON (PRE-POUR) | 08/18/2025 | CANCELLED BY APPLICANT | EMADISON |
| Note: ** 08/18/25 CANCELLED BY JASON ________________________________________________________________________________________________________________ 8/15/2025 - PREVIOUS INSPECTION NOTES ** 08/15/25 THIS INSPECTOR SHOT THE ELEVATION FROM THE NAIL IN POWER POLE THAT WAS LEFT AS BENCH MARK AFTER BUILDER REMOVED (1) OF THE (2) NALS THAT WAS IN POWER POLE FROM PREVIOUS INSPECTION CULVERT ELEVATION IS NOW SHOWING TO BE .65 OUT OF TOLERANCE AND DOES NOT CROSS REFERENCE WITH THE NAIL AND DISK AT CENTER LINE ELEVATION OF (25.15). ** SEE ATTACHED PHOTO OF NAIL LEFT IN POWER AS BENCH MARK. ** REMOVE HIGH AREA IN DRIVEWAY POUR AREA AS A MINIMUM OF 4 INCHES OF CONCRETE IS REQUIRED IN POUR AREA ABOVE THE ROW ** BACK FILL OR EXTEND FORM BOARDS TO CONTAIN CONCRETE WITHIN THE POUR AREA ** CHIP AWAY ALL OVER POURED CONCRETE ACROSS GARAGE OPENING FOR THE REQUIRED 4 INCHES OF CONCRETE. ** SEE ALL ATTACHED PHOTOS ________________________________________________________________________________________________________________________ 8/13/2025 - PREVIOUS INSPECTION NOTES ** 08/13/25 POWER POLE HAS (2) NAILS (2) BENCH MARKS BUILDERS NEEDS TO IDENTIFY CORRECT BENCH MARK ** "9) An on-site, easily identifiable benchmark referenced to NAVD 1988 (e.g., fire hydrant, nail in power pole [1 nail per power pole], and manhole covers). Pavement nails will be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov. Section 300.01 B(9) V-15." | |||
| ROW- PRE-APRON (PRE-POUR) | 08/15/2025 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 08/15/25 THIS INSPECTOR SHOT THE ELEVATION FROM THE NAIL IN POWER POLE THAT WAS LEFT AS BENCH MARK AFTER BUILDER REMOVED (1) OF THE (2) NALS THAT WAS IN POWER POLE FROM PREVIOUS INSPECTION CULVERT ELEVATION IS NOW SHOWING TO BE .65 OUT OF TOLERANCE AND DOES NOT CROSS REFERENCE WITH THE NAIL AND DISK AT CENTER LINE ELEVATION OF (25.15). ** SEE ATTACHED PHOTO OF NAIL LEFT IN POWER AS BENCH MARK. ** REMOVE HIGH AREA IN DRIVEWAY POUR AREA AS A MINIMUM OF 4 INCHES OF CONCRETE IS REQUIRED IN POUR AREA ABOVE THE ROW ** BACK FILL OR EXTEND FORM BOARDS TO CONTAIN CONCRETE WITHIN THE POUR AREA ** CHIP AWAY ALL OVER POURED CONCRETE ACROSS GARAGE OPENING FOR THE REQUIRED 4 INCHES OF CONCRETE. ** SEE ALL ATTACHED PHOTOS ________________________________________________________________________________________________________________________ 8/13/2025 - PREVIOUS INSPECTION NOTES ** 08/13/25 POWER POLE HAS (2) NAILS (2) BENCH MARKS BUILDERS NEEDS TO IDENTIFY CORRECT BENCH MARK ** "9) An on-site, easily identifiable benchmark referenced to NAVD 1988 (e.g., fire hydrant, nail in power pole [1 nail per power pole], and manhole covers). Pavement nails will be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov. Section 300.01 B(9) V-15." | |||
| ALL ROUGH | 08/13/2025 | Approval - Private Provider | PPROVIDER |
| INSULATION | 08/13/2025 | Approval - Private Provider | PPROVIDER |
| ROW- PRE-APRON (PRE-POUR) | 08/13/2025 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 08/13/25 POWER POLE HAS (2) NAILS (2) BENCH MARKS BUILDERS NEEDS TO IDENTIFY CORRECT BENCH MARK ** "9) An on-site, easily identifiable benchmark referenced to NAVD 1988 (e.g., fire hydrant, nail in power pole [1 nail per power pole], and manhole covers). Pavement nails will be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov. Section 300.01 B(9) V-15." | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 08/12/2025 | Approval - Private Provider | PPROVIDER |
| ROOF VALLEY & METAL | 08/12/2025 | Approval - Private Provider | PPROVIDER |
| ELECTRIC - EARLY POWER | 07/29/2025 | Approval - Private Provider | PPROVIDER |
| GRAVITY SEWER TEST | 07/15/2025 | Approval - Private Provider | PPROVIDER |
| U-CROSS CONNECTION | 07/15/2025 | APPROVED | DHANEY |
| U - SEWER TIE IN | 07/15/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| FOUND SURVEY APPROVED (OFFICE) | 07/07/2025 | APPROVED | RRICKS |
| PLUMBING 1ST ROUGH UNDERGROUND | 07/02/2025 | Approval - Private Provider | PPROVIDER |
| LATH/BRICK/ WATER BARRIER | 06/27/2025 | Approval - Private Provider | PPROVIDER |
| TIE BEAM / LINTEL | 06/06/2025 | Approval - Private Provider | PPROVIDER |
| MONOLITHIC SLAB | 06/06/2025 | Approval - Private Provider | PPROVIDER |
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 06/04/2025 | APPROVED | JMUNSON |
| WATER METER INSTALLATION REQUEST | 02/05/2025 | APPROVED | CBOWERMASTER |
| Note: 1/6/2025 7:41:54 AM- PREVIOUS INSPECTION NOTES wooded lot | |||
| WATER METER INSTALLATION REQUEST | 01/03/2025 | Disapproved -FEE REQUIRED | CBOWERMASTER |
| Note: wooded lot |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 08/06/2025 | 08/06/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 07/16/2025 | 07/16/2025 |
| Note: Marked INFORMATION By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM Wrong inspection code on report. | |||
| ENGIN1 | COMPLETE | 07/07/2025 | 07/07/2025 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 07/07/2025 | 07/07/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 07/01/2025 | 07/01/2025 |
| Note: Marked INFORMATION By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM inspection code on report incorrect | |||
| BADMIN | INFORMATION | 06/05/2025 | 06/05/2025 |
| Note: Marked INFORMATION By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM inspections rejected as thise wer not scheduled please schedul beofre submitting paperwork | |||
| BADMIN | INFORMATION | 06/05/2025 | 06/05/2025 |
| Note: Marked INFORMATION By: LIBBY RAYBURN - - LRAYBURN@PALMCOASTGOV.COM wrong inspection code on uploaded report | |||
| BLD | COMPLETE | 06/02/2025 | 06/04/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 04/23/2025 | 04/23/2025 |
| Note: Marked INFORMATION By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM A geotechnical report must be submitted prior to the mono slab inspection. Inspections must be requested prior to your inspection, if the inspection cannot be requested, this must be resolved before the inspection is performed. (example, geo tech report, foundation survey, final survey, NOC, etc.) | |||
| BLD | COMPLETE | 01/08/2025 | 01/09/2025 |
| Note: Released By: PETER KNAPIK - - PKNAPIK@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 01/02/2025 | 01/08/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 12/20/2024 | 12/30/2024 |
| Note: Released By: LEVI SALYERDS - (386)986-2326 - LSALYERDS@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 12/10/2024 | 12/20/2024 |
| Note: Released By: LEVI SALYERDS - - LSALYERDS@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 12/09/2024 | 12/13/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 12/09/2024 | 12/12/2024 |
| Note: Released By: PAMELA MILLER - - | |||
| ENGIN1 | COMPLETE | 12/09/2024 | 12/10/2024 |
| Note: Released By: LEVI SALYERDS - - LSALYERDS@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 12/09/2024 | 12/09/2024 |
| Note: Released By: TONI CHURCHILL - - TCHURCHILL@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 12/09/2024 | 12/19/2024 |
| Note: Held By: LEVI SALYERDS - - LSALYERDS@PALMCOASTGOV.COM Existing elevations missing 10' out on the right side of the property. These elevations are necessary to confirm proper flow in the common swale. | |||
| ZON | COMPLETE | 12/09/2024 | 12/09/2024 |
| Note: Released By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 12/09/2024 | 12/13/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@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 | 10/16/2025 |
| RSI REINSPECTION 1 | ¤35.00 | 10/16/2025 |
| RSI REINSPECTION 1 | ¤35.00 | 10/16/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 10/16/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 10/16/2025 |
| REINSPECTION FEE | ¤40.00 | 01/09/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 01/02/2025 |
| SW ENG RES REVIEW 200 | ¤200.00 | 01/02/2025 |
| SEWER CREDIT | (¤1,147.00) | 01/02/2025 |
| SEWER INSPECTION | ¤25.00 | 01/02/2025 |
| SEWER CAPITAL FACILITY | ¤6,120.52 | 01/02/2025 |
| WATER CAPITAL FACILITY FEE | ¤4,351.14 | 01/02/2025 |
| SITE PLAN 30 | ¤30.00 | 01/02/2025 |
| SURCHARGE FS 533.721 | ¤3.27 | 01/02/2025 |
| SURCHARGE - FS 468.631 | ¤4.90 | 01/02/2025 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 01/02/2025 |
| SW ENG INSPECTION 80 | ¤80.00 | 01/02/2025 |
| SW ENG PRE APRON | ¤30.00 | 01/02/2025 |
| WATER- TURN ON | ¤25.00 | 01/02/2025 |
| ADJUSTMENT 10% | (¤11.32) | 01/02/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 01/02/2025 |
| ADMINISTRATIVE - RESID PP | ¤225.00 | 01/02/2025 |
| PLAN REVIEW - APPROVED MASTER | ¤83.20 | 01/02/2025 |
| CONNECTION FEES | ¤1,187.26 | 01/02/2025 |
| CONTRACTOR CHANGE | ¤20.00 | 01/02/2025 |
| FC IMPACT FEE EMS | ¤62.00 | 01/02/2025 |
| IMPACT FEE FIRE | ¤434.51 | 01/02/2025 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 01/02/2025 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 01/02/2025 |
| IMPACT FEE PARKS | ¤1,828.01 | 01/02/2025 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 01/02/2025 |
| IMPACT FEE TRANSPORTATION | ¤1,862.00 | 01/02/2025 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 01/02/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤21,646.99 |