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Permit #2023110933
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7010-00180-0230 |
| Total Square Footage: 1 sqft |
| Block: 00180 |
| Subdivision: 2137 - SECTION 10-FLORIDA PARK |
| Job Phone: 386-212-2958 |
| Location Address: 18 FLAXTON LN |
| Type: PO - POOL |
| Issue Date: 02/23/2024 |
| NOC: RECORDED |
| Applicant name: COBY KYLE MOORE |
| Owner: IAMURRI, ANTHONY & DAWN |
|
Address 18 FLAXTON LN PALM COAST, FL 32137 |
| Lot: 0230 |
| Contracted Stated Job Value: ¤120,000.00 |
| Job Description: pool with spa - screen by others |
| Type: CN |
Contractor
CM DESIGNS INC.
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
1050 ROBERTS STREET ORMOND BEACH, FL 32174 |
CPC1456991 (Exp: 08/31/2026) | (386)615-7425 | 386-676-2963 |
Sub Contractors
GREGORY ALAN WARD
| Status | Location Address | State License Number | Phone |
| INACTIVE |
P.O. BOX 731453 ORMOND BEACH, FL 32174 |
EC13005000 (Exp: 08/31/2026) | 386-566-7248 |
Inspection History
| Type | Request Date | Result | Inspector |
| POOL FINAL | 02/19/2025 | FINAL APPROVED | HCAMACHO |
| U -UTILITY RESIDENTIAL FINAL | 02/18/2025 | FINAL APPROVED | BWRIGHT |
| Note: 1/31/2025 - PREVIOUS INSPECTION NOTES locate this residence sewer clean out where new sod was placed | |||
| U -UTILITY RESIDENTIAL FINAL | 01/31/2025 | Disapproved - NO FEE | LFITZGERALD |
| Note: locate this residence sewer clean out where new sod was placed | |||
| ROW - FINAL INSPECTION | 01/30/2025 | APPROVED | PFLANAGAN |
| Note: WENT OUT ON SITE AND ALL DRAINAGE IS WORKING PASSING | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 01/30/2025 | APPROVED - AS NOTED | PFLANAGAN |
| Note: WENT OUT ON SITE AND ALL DRAINAGE IS WORKING PASSING ------------------------------------------------------------------ 11/26/2024 - PREVIOUS INSPECTION NOTES NEED TO HAVE .30 FROM TOE OF THE SWALE TO THE TOP OF SWALE. Sec. 300.04 E7 The top of slope of swales along the property lines shall be a minimum of 0.30 feet higher than the toe of slope. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 11/26/2024 | Disapproved - NO FEE | PFLANAGAN |
| Note: NEED TO HAVE .30 FROM TOE OF THE SWALE TO THE TOP OF SWALE. Sec. 300.04 E7 The top of slope of swales along the property lines shall be a minimum of 0.30 feet higher than the toe of slope. | |||
| ELECTRIC AND ALARM | 09/11/2024 | APPROVED - AS NOTED | RMARTIN |
| Note: *** NOTES ADDED BY RMARTIN 9/11/2024 11:02:17 AM *** check alarms on final and self closing screen doors | |||
| POOL DECK | 07/23/2024 | APPROVED - AS NOTED | AWATERS |
| Note: 1. Ribbon footing for screen enclosure ok. 2. Stemwall at pool feature ok 3. Equipotential bond ok. Pavers to be placed on deck. 7/19/2024 - PREVIOUS INSPECTION NOTES 7/19/24 Minimum slab depth is to be 3 1/2". See pool plan page 4 and FBCR 506.1 Please remove excess soil and tamp slab area. 7/17/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY JSTEWART 7/17/2024 9:36:00 AM *** Previous notes not rectified...FBC R404.1.3.3.7.4 REBAR NEEDS CLEARANCE FROM SOIL FBC [A] 105.7 NEEDS PERMIT ON SITE FBC [A]107.3.1 NEEDS APPROVED PLANS ON SITE FBC [A]107.4 RETAINING WALL NOT PER PLAN (MISSING VERTICAL REINFORCEMENT). 7/15/2024 - PREVIOUS INSPECTION NOTES Rebar in the footing is to have a minimum of 3" clearance form the ground. Remove washed out soil from the footing behind the hot tub area. | |||
| POOL DECK | 07/19/2024 | Disapproved - NO FEE | JWALKER |
| Note: 7/19/24 Minimum slab depth is to be 3 1/2". See pool plan page 4 and FBCR 506.1 Please remove excess soil and tamp slab area. 7/17/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY JSTEWART 7/17/2024 9:36:00 AM *** Previous notes not rectified...FBC R404.1.3.3.7.4 REBAR NEEDS CLEARANCE FROM SOIL FBC [A] 105.7 NEEDS PERMIT ON SITE FBC [A]107.3.1 NEEDS APPROVED PLANS ON SITE FBC [A]107.4 RETAINING WALL NOT PER PLAN (MISSING VERTICAL REINFORCEMENT). 7/15/2024 - PREVIOUS INSPECTION NOTES Rebar in the footing is to have a minimum of 3" clearance form the ground. Remove washed out soil from the footing behind the hot tub area. | |||
| POOL DECK | 07/17/2024 | Disapproved -FEE REQUIRED | JSTEWART |
| Note: *** NOTES ADDED BY JSTEWART 7/17/2024 9:36:00 AM *** Previous notes not rectified...FBC R404.1.3.3.7.4 REBAR NEEDS CLEARANCE FROM SOIL FBC [A] 105.7 NEEDS PERMIT ON SITE FBC [A]107.3.1 NEEDS APPROVED PLANS ON SITE FBC [A]107.4 RETAINING WALL NOT PER PLAN (MISSING VERTICAL REINFORCEMENT). 7/15/2024 - PREVIOUS INSPECTION NOTES Rebar in the footing is to have a minimum of 3" clearance form the ground. Remove washed out soil from the footing behind the hot tub area. | |||
| POOL DECK | 07/15/2024 | Disapproved - NO FEE | JWALKER |
| Note: Rebar in the footing is to have a minimum of 3" clearance form the ground. Remove washed out soil from the footing behind the hot tub area. | |||
| ROW - DRAINAGE | 05/09/2024 | APPROVED | GBERTOLA |
| Note: *** NOTES ADDED BY GBERTOLA 5/9/2024 8:49:02 AM *** SWALE IS OPEN STILL WORKING ON SITE 5/8/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY EMADISON 5/8/2024 10:24:31 AM *** ** 05/08/24 POOL BUILDER ON SITE WORKING INFORMED HIM THAT SWALE ON RIGHT SITE HAD TO BE REPAIRED AND SODDED TO MATCH EXISTING GRADE ** WILL ALSO NEED TO CLEAN OUT CULVERT OF ANY SEDIMENT THAT WAS DISCHARGED INTO SWALE FROM LEFT SIDE. ** ALSO WILL NEED TO CLEAN ROADWAY OF DIRT. ** FOLLOW UP INSPECTION ON 05/09/24 ______________________________________________________________________________________________________________________ *** NOTES ADDED BY EMADISON 5/7/2024 10:06:52 AM *** ** 05/07/24 LEFT SIDE OF DRIVEWAY BUILDER NEEDS TO PUT DISCHARGE HOSE AT THE TOP OF THE (ROW) RIGHT OF WAY AND ALLOW WATER TO DRAIN AND FILTER ACROSS GRASS ( NEEDS TO BE PUT BEHIND POWER POLE). ** AT THE TIME OF THIS INSPECTION THE SWALE WAS OPEN AND NOT OBSTRUCTING THE FLOW OF STORMWATER. IT IS THE BUILDERS RESPONSIBILITY TO MAINATIN THE ROAD SIDE SWALE ON A DAILY BASIS OR YOU CAN INSTALL A TEMPORARY CULVERT A MINIMUM OF 12 INCHES IN DIAMETER TO ALLOW FOR THE FLOW OF STORMWATER. ** FOLLOW UP INSPECTION 05/08/24 5/7/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY EMADISON 5/7/2024 10:04:26 AM *** ** 05/07/24 LEFT SIDE OF DRIVEWAY BUILDER NEEDS TO PUT DISCHARGE HOSE AT THE TOP OF THE (ROW) RIGHT OF WAY AND ALLOW WATER TO DRAIN AND FILTER ACROSS GRASS ( NEEDS TO BE PUT BEHIND POWER POLE). ** AT THE TIME OF THIS INSPECTION THE SWALE WAS OPEN AND NOT OBSTRUCTING THE FLOW OF STORMWATER. IT IS THE BUILDERS RESPONSIBILITY TO MAINATIN THE ROAD SIDE SWALE ON A DAILY BASIS OR YOU CAN INSTALL A TEMPORARY CULVERT A MINIMUM OF 12 INCHES IN DIAMETER TO ALLOW FOR THE FLOW OF STORMWATER. ________________________________________________________________________________________________________________________ 5/3/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY EMADISON 5/3/2024 9:49:56 AM *** ** 05/03/24 LEFT SIDE OF DRIVEWAY BUILDER NEEDS TO PUT DISCHARGE HOSE AT THE TOP OF THE (ROW) RIGHT OF WAY AND ALLOW WATER TO DRAIN AND FILTER ACROSS GRASS ( NEEDS TO BE PUT BEHIND POWER POLE). ** AT THE TIME OF THIS INSPECTION THE SWALE WAS OPEN AND NOT OBSTRUCTING THE FLOW OF STORMWATER. IT IS THE BUILDERS RESPONSIBILITY TO MAINATIN THE ROAD SIDE SWALE ON A DAILY BASIS OR YOU CAN INSTALL A TEMPORARY CULVERT A MINIMUM OF 12 INCHES IN DIAMETER TO ALLOW FOR THE FLOW OF STORMWATER. ** AT THE END OF YOUR PROJECT YOU WILL BE REQUIRED TO DO ANY AND LL NECESSARY REPAIRS TO THE ROAD SIDE SWALE INCLUDING REPLACEMENT OF SOD ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION WILL BE ON 05/07/24 PER A WOOLGAR POOL COMPANY HAS BLOCKED THE FLOW OF WATER ON THE DOWNSTREAM SIDE OF THE SWALE. SWALE WAS RECENTLY REGRADED AND NEEDS TO BE RESTORED. PLS INSPECT SWALE AREA FOR FUNCTION AND NOTIFY CONTRACTOR OF IMPROVEMENTS NEEDED.MH | |||
| ROW - DRAINAGE | 05/08/2024 | Disapproved - NO FEE | EMADISON |
| Note: *** NOTES ADDED BY EMADISON 5/8/2024 10:24:31 AM *** ** 05/08/24 POOL BUILDER ON SITE WORKING INFORMED HIM THAT SWALE ON RIGHT SITE HAD TO BE REPAIRED AND SODDED TO MATCH EXISTING GRADE ** WILL ALSO NEED TO CLEAN OUT CULVERT OF ANY SEDIMENT THAT WAS DISCHARGED INTO SWALE FROM LEFT SIDE. ** ALSO WILL NEED TO CLEAN ROADWAY OF DIRT. ** FOLLOW UP INSPECTION ON 05/09/24 ______________________________________________________________________________________________________________________ *** NOTES ADDED BY EMADISON 5/7/2024 10:06:52 AM *** ** 05/07/24 LEFT SIDE OF DRIVEWAY BUILDER NEEDS TO PUT DISCHARGE HOSE AT THE TOP OF THE (ROW) RIGHT OF WAY AND ALLOW WATER TO DRAIN AND FILTER ACROSS GRASS ( NEEDS TO BE PUT BEHIND POWER POLE). ** AT THE TIME OF THIS INSPECTION THE SWALE WAS OPEN AND NOT OBSTRUCTING THE FLOW OF STORMWATER. IT IS THE BUILDERS RESPONSIBILITY TO MAINATIN THE ROAD SIDE SWALE ON A DAILY BASIS OR YOU CAN INSTALL A TEMPORARY CULVERT A MINIMUM OF 12 INCHES IN DIAMETER TO ALLOW FOR THE FLOW OF STORMWATER. ** FOLLOW UP INSPECTION 05/08/24 5/7/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY EMADISON 5/7/2024 10:04:26 AM *** ** 05/07/24 LEFT SIDE OF DRIVEWAY BUILDER NEEDS TO PUT DISCHARGE HOSE AT THE TOP OF THE (ROW) RIGHT OF WAY AND ALLOW WATER TO DRAIN AND FILTER ACROSS GRASS ( NEEDS TO BE PUT BEHIND POWER POLE). ** AT THE TIME OF THIS INSPECTION THE SWALE WAS OPEN AND NOT OBSTRUCTING THE FLOW OF STORMWATER. IT IS THE BUILDERS RESPONSIBILITY TO MAINATIN THE ROAD SIDE SWALE ON A DAILY BASIS OR YOU CAN INSTALL A TEMPORARY CULVERT A MINIMUM OF 12 INCHES IN DIAMETER TO ALLOW FOR THE FLOW OF STORMWATER. ________________________________________________________________________________________________________________________ 5/3/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY EMADISON 5/3/2024 9:49:56 AM *** ** 05/03/24 LEFT SIDE OF DRIVEWAY BUILDER NEEDS TO PUT DISCHARGE HOSE AT THE TOP OF THE (ROW) RIGHT OF WAY AND ALLOW WATER TO DRAIN AND FILTER ACROSS GRASS ( NEEDS TO BE PUT BEHIND POWER POLE). ** AT THE TIME OF THIS INSPECTION THE SWALE WAS OPEN AND NOT OBSTRUCTING THE FLOW OF STORMWATER. IT IS THE BUILDERS RESPONSIBILITY TO MAINATIN THE ROAD SIDE SWALE ON A DAILY BASIS OR YOU CAN INSTALL A TEMPORARY CULVERT A MINIMUM OF 12 INCHES IN DIAMETER TO ALLOW FOR THE FLOW OF STORMWATER. ** AT THE END OF YOUR PROJECT YOU WILL BE REQUIRED TO DO ANY AND LL NECESSARY REPAIRS TO THE ROAD SIDE SWALE INCLUDING REPLACEMENT OF SOD ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION WILL BE ON 05/07/24 PER A WOOLGAR POOL COMPANY HAS BLOCKED THE FLOW OF WATER ON THE DOWNSTREAM SIDE OF THE SWALE. SWALE WAS RECENTLY REGRADED AND NEEDS TO BE RESTORED. PLS INSPECT SWALE AREA FOR FUNCTION AND NOTIFY CONTRACTOR OF IMPROVEMENTS NEEDED.MH | |||
| ROW - DRAINAGE | 05/07/2024 | Disapproved -FEE REQUIRED | EMADISON |
| Note: *** NOTES ADDED BY EMADISON 5/7/2024 10:05:33 AM *** ** 05/07/24 LEFT SIDE OF DRIVEWAY BUILDER NEEDS TO PUT DISCHARGE HOSE AT THE TOP OF THE (ROW) RIGHT OF WAY AND ALLOW WATER TO DRAIN AND FILTER ACROSS GRASS ( NEEDS TO BE PUT BEHIND POWER POLE). ** AT THE TIME OF THIS INSPECTION THE SWALE WAS OPEN AND NOT OBSTRUCTING THE FLOW OF STORMWATER. IT IS THE BUILDERS RESPONSIBILITY TO MAINATIN THE ROAD SIDE SWALE ON A DAILY BASIS OR YOU CAN INSTALL A TEMPORARY CULVERT A MINIMUM OF 12 INCHES IN DIAMETER TO ALLOW FOR THE FLOW OF STORMWATER. ** FOLLOW UP INSPECTION 05/08/24 *** NOTES ADDED BY EMADISON 5/7/2024 10:04:26 AM *** ** 05/07/24 LEFT SIDE OF DRIVEWAY BUILDER NEEDS TO PUT DISCHARGE HOSE AT THE TOP OF THE (ROW) RIGHT OF WAY AND ALLOW WATER TO DRAIN AND FILTER ACROSS GRASS ( NEEDS TO BE PUT BEHIND POWER POLE). ** AT THE TIME OF THIS INSPECTION THE SWALE WAS OPEN AND NOT OBSTRUCTING THE FLOW OF STORMWATER. IT IS THE BUILDERS RESPONSIBILITY TO MAINATIN THE ROAD SIDE SWALE ON A DAILY BASIS OR YOU CAN INSTALL A TEMPORARY CULVERT A MINIMUM OF 12 INCHES IN DIAMETER TO ALLOW FOR THE FLOW OF STORMWATER. ________________________________________________________________________________________________________________________ 5/3/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY EMADISON 5/3/2024 9:49:56 AM *** ** 05/03/24 LEFT SIDE OF DRIVEWAY BUILDER NEEDS TO PUT DISCHARGE HOSE AT THE TOP OF THE (ROW) RIGHT OF WAY AND ALLOW WATER TO DRAIN AND FILTER ACROSS GRASS ( NEEDS TO BE PUT BEHIND POWER POLE). ** AT THE TIME OF THIS INSPECTION THE SWALE WAS OPEN AND NOT OBSTRUCTING THE FLOW OF STORMWATER. IT IS THE BUILDERS RESPONSIBILITY TO MAINATIN THE ROAD SIDE SWALE ON A DAILY BASIS OR YOU CAN INSTALL A TEMPORARY CULVERT A MINIMUM OF 12 INCHES IN DIAMETER TO ALLOW FOR THE FLOW OF STORMWATER. ** AT THE END OF YOUR PROJECT YOU WILL BE REQUIRED TO DO ANY AND LL NECESSARY REPAIRS TO THE ROAD SIDE SWALE INCLUDING REPLACEMENT OF SOD ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION WILL BE ON 05/07/24 PER A WOOLGAR POOL COMPANY HAS BLOCKED THE FLOW OF WATER ON THE DOWNSTREAM SIDE OF THE SWALE. SWALE WAS RECENTLY REGRADED AND NEEDS TO BE RESTORED. PLS INSPECT SWALE AREA FOR FUNCTION AND NOTIFY CONTRACTOR OF IMPROVEMENTS NEEDED.MH | |||
| ROW - DRAINAGE | 05/03/2024 | Disapproved - NO FEE | EMADISON |
| Note: *** NOTES ADDED BY EMADISON 5/3/2024 9:49:56 AM *** ** 05/03/24 LEFT SIDE OF DRIVEWAY BUILDER NEEDS TO PUT DISCHARGE HOSE AT THE TOP OF THE (ROW) RIGHT OF WAY AND ALLOW WATER TO DRAIN AND FILTER ACROSS GRASS ( NEEDS TO BE PUT BEHIND POWER POLE). ** AT THE TIME OF THIS INSPECTION THE SWALE WAS OPEN AND NOT OBSTRUCTING THE FLOW OF STORMWATER. IT IS THE BUILDERS RESPONSIBILITY TO MAINATIN THE ROAD SIDE SWALE ON A DAILY BASIS OR YOU CAN INSTALL A TEMPORARY CULVERT A MINIMUM OF 12 INCHES IN DIAMETER TO ALLOW FOR THE FLOW OF STORMWATER. ** AT THE END OF YOUR PROJECT YOU WILL BE REQUIRED TO DO ANY AND LL NECESSARY REPAIRS TO THE ROAD SIDE SWALE INCLUDING REPLACEMENT OF SOD ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION WILL BE ON 05/07/24 PER A WOOLGAR POOL COMPANY HAS BLOCKED THE FLOW OF WATER ON THE DOWNSTREAM SIDE OF THE SWALE. SWALE WAS RECENTLY REGRADED AND NEEDS TO BE RESTORED. PLS INSPECT SWALE AREA FOR FUNCTION AND NOTIFY CONTRACTOR OF IMPROVEMENTS NEEDED.MH | |||
| STEEL AND GROUND | 05/02/2024 | APPROVED | JWALKER |
Review History
| Department | Status | Date In | Date Out |
| BADMIN | INFORMATION | 11/22/2024 | 11/22/2024 |
| Note: Marked INFORMATION By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM RENAME TO NOC.PDF | |||
| ZON | COMPLETE | 02/21/2024 | 02/21/2024 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ZON | HOLD | 01/05/2024 | 01/05/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Pool permit on hold until screen enclosure plans reviewed and approved. | |||
| ZON | HOLD | 12/19/2023 | 12/19/2023 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM REPEAT COMMENT: Pool plan and site plan location of equipment pad do not match. Please show setback from equipment pad to property line on site plan Pool permit cannot be released until screen enclosure permit or fence permit are applied for | |||
| SW1 | COMPLETE | 12/19/2023 | 12/28/2023 |
| Note: Released By: FRANK SLADISH - (386)871-6113 - FSLADISH@PALMCOASTGOV.COM | |||
| ZON | HOLD | 11/28/2023 | 11/28/2023 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Pool plan is missing pool equiptment the plans must match | |||
| SW1 | COMPLETE | 11/28/2023 | 11/28/2023 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 11/28/2023 | 12/06/2023 |
| Note: Released By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 11/21/2023 | 11/28/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 11/21/2023 | 11/28/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 11/21/2023 | 11/28/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 11/21/2023 | 11/27/2023 |
| Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM NEED TO HAVE FLOW ARROW TO SHOW NEW DRAINAGE OF THE LOT | |||
| ZON | HOLD | 11/21/2023 | 11/21/2023 |
| Note: Held By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM 1. Site plan missing dimensions of pool. 2. Site plan missing pool equipment pad size and setback. |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| SW ENG - INSPECTION 20 | ¤20.00 | 02/18/2025 |
| SW ENG - INSPECTION 20 | ¤20.00 | 02/18/2025 |
| SW ENG - INSPECTION 20 | ¤20.00 | 02/18/2025 |
| SW ENG - INSPECTION 20 | ¤20.00 | 02/18/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 02/18/2025 |
| SURCHARGE FS 533.721 | ¤2.00 | 02/23/2024 |
| SURCHARGE - FS 468.631 | ¤2.13 | 02/23/2024 |
| SW ENG INSPECTION 40 | ¤40.00 | 02/23/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 02/23/2024 |
| SITE PLAN 30 | ¤30.00 | 02/23/2024 |
| ADJUSTMENT 50% | (¤141.80) | 02/23/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 02/23/2024 |
| INSPECTION- POOL | ¤160.00 | 02/23/2024 |
| PLAN REVIEW - RESIDENTIAL | ¤93.60 | 02/23/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤355.93 |