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Permit #2022101291
Permit Details
Status: COED
| Parcel Id: 07-11-31-7065-00610-0020 |
| CONDITIONED SPACE: 2628 sqft |
| GARAGE: 1004 sqft |
| ENCLOSE EXISTING PORCH TO LIVING : 192 sqft |
| OPENED PORCH (WITH ROOF) : 98 sqft |
| Total Square Footage: 3922 sqft |
| Block: 00610 |
| Subdivision: - |
| Job Phone: 386-283-7499 |
| Location Address: 13 KARAS TR |
| Type: DU - DUPLEX |
| Issue Date: 11/14/2022 |
| NOC: RECORDED |
| Applicant name: WILLIAM ROBERT BARRICK |
| Owner: 13 KARAS TRAIL LLC |
|
Address 134 AMBROSE LANE FREDERICKSBURG, VA 22406 |
| Lot: 0020 |
| Contracted Stated Job Value: ¤289,842.00 |
| Job Description: DUPLEX |
| Type: CN |
Contractor
RBI ENTERPRISES INC
| Status | Location Address | State License Number | Phone |
| CANCEL |
10 WHITTINGTON DR PALM COAST, FL 32164 |
RB29003845 (Exp: 08/31/2025) | 386-585-4097 |
Sub Contractors
WILLIAM ROBERT BARRICK
| Status | Location Address | Mailing Address | State License Number | Phone |
| CANCEL |
50 LEANNI WAY PALM COAST, FL 32137 |
STE E2 PALM COAST, FL 32137 |
RC29027799 (Exp: 08/31/2025) | 229-375-9123 |
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 |
DAVID SCOTT MORRIS
| Status | Location Address | State License Number | Phone |
| INACTIVE |
63 LEIDEL DR PALM COAST, FL 32137 |
ER13015750 (Exp: 08/31/2026) | 386-569-7262 |
GARY LLOYD SHEFFIELD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
PO BOX 912 PALM COAST, FL 32164 |
CAC1820539 (Exp: 08/31/2026) | 386-264-0550 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 06/29/2023 | Disapproved - NO FEE | RSIMS |
| Note: 6/29/23: Unit A is complete. / Unit B is locked up tight with no key on site. (Also, front door handle has a loose screw on the bottom part of the lock). 6/28/2023 - PREVIOUS INSPECTION NOTES 6/28/23: 1) Unit A: Hall bathroom vanity sink leaks from pop-up assembly 2). Unit B: Missing Number address / Master Bathroom right vanity leaks from the top of the pop-up assembly when filled to the overflow. 6/23/2023 - PREVIOUS INSPECTION NOTES 6/23/23: Cancelled by Applicant via voicemail at @ 08:49. Stated not ready. | |||
| BLD - BUILDING FINAL | 06/29/2023 | FINAL APPROVED | RSIMS |
| Note: 6/29/23: Virtual inspection complete via Facetime video call at @ 11:00. 6/29/2023 - PREVIOUS INSPECTION NOTES 6/29/23: Unit A is complete. / Unit B is locked up tight with no key on site. (Also, front door handle has a loose screw on the bottom part of the lock). 6/28/2023 - PREVIOUS INSPECTION NOTES 6/28/23: 1) Unit A: Hall bathroom vanity sink leaks from pop-up assembly 2). Unit B: Missing Number address / Master Bathroom right vanity leaks from the top of the pop-up assembly when filled to the overflow. 6/23/2023 - PREVIOUS INSPECTION NOTES 6/23/23: Cancelled by Applicant via voicemail at @ 08:49. Stated not ready. | |||
| BLD - BUILDING FINAL | 06/28/2023 | Disapproved - NO FEE | RSIMS |
| Note: 6/28/23: 1) Unit A: Hall bathroom vanity sink leaks from pop-up assembly 2). Unit B: Missing Number address / Master Bathroom right vanity leaks from the top of the pop-up assembly when filled to the overflow. 6/23/2023 - PREVIOUS INSPECTION NOTES 6/23/23: Cancelled by Applicant via voicemail at @ 08:49. Stated not ready. | |||
| BLD - BUILDING FINAL | 06/23/2023 | CANCELLED BY APPLICANT | RSIMS |
| Note: 6/23/23: Cancelled by Applicant via voicemail at @ 08:49. Stated not ready. | |||
| U-CROSS CONNECTION | 06/22/2023 | APPROVED - AS NOTED | JHARDING |
| Note: No irrigation, no cross connections. | |||
| U -UTILITY RESIDENTIAL FINAL | 06/22/2023 | FINAL APPROVED | JHARDING |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 06/21/2023 | APPROVED | RGROSS |
| Note: Inspector Notes from Inspection 9270 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 | 06/21/2023 | APPROVED | RGROSS |
| ROW - FINAL INSPECTION | 06/21/2023 | APPROVED | RGROSS |
| ROW - FINAL APRON (AFTER POUR) | 06/21/2023 | APPROVED | RGROSS |
| ROW- PRE-APRON (PRE-POUR) | 06/01/2023 | APPROVED - AS NOTED | GBERTOLA |
| Note: 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 | 05/24/2023 | APPROVED | RSIMS |
| Note: 5/24/23: Notified FPL - Release power. 5/23/2023 - PREVIOUS INSPECTION NOTES 5/23/23: *** Side A - Range outlet box is no longer secured to the wall. Romex is now in MC cable. 4/27/2023 - PREVIOUS INSPECTION NOTES 4/27/23: Need overflowing dumpster emptied and trash on property cleaned up as it is blowing into neighboring properties. 1). Side A: Range outlet - Romex wire needs to be fully in wall, in conduit or similar to protect from damage per NFPA 3802.3.2 / NEC 300.4 | |||
| ELECTRIC - EARLY POWER | 05/23/2023 | Disapproved - NO FEE | RSIMS |
| Note: 5/23/23: *** Side A - Range outlet box is no longer secured to the wall. Romex is now in MC cable. 4/27/2023 - PREVIOUS INSPECTION NOTES 4/27/23: Need overflowing dumpster emptied and trash on property cleaned up as it is blowing into neighboring properties. 1). Side A: Range outlet - Romex wire needs to be fully in wall, in conduit or similar to protect from damage per NFPA 3802.3.2 / NEC 300.4 | |||
| GRAVITY SEWER TEST | 05/12/2023 | APPROVED | MGIBSON |
| U - SEWER TIE IN | 05/12/2023 | APPROVED | MGIBSON |
| ELECTRIC - EARLY POWER | 04/27/2023 | Disapproved - NO FEE | RSIMS |
| Note: 4/27/23: Need overflowing dumpster emptied and trash on property cleaned up as it is blowing into neighboring properties. 1). Side A: Range outlet - Romex wire needs to be fully in wall, in conduit or similar to protect from damage per NFPA 3802.3.2 / NEC 300.4 | |||
| ELECTRIC - EARLY POWER | 04/26/2023 | CANCELLED BY APPLICANT | WEB |
| PEP TANK INSTALLATION REQUEST | 04/05/2023 | APPROVED | TSCHWEERS |
| LATH/BRICK/ WATER BARRIER | 03/28/2023 | APPROVED | RSIMS |
| FIREWALL FINAL | 03/28/2023 | APPROVED | RSIMS |
| Note: 3/24/2023 - PREVIOUS INSPECTION NOTES 3/24/23: Both A and B units: All fastners on ceiling firerock need to be sealed as required. Garage: conduit penetrations into attic space need to be fully sealed for Firewall final. 3/21/2023 - PREVIOUS INSPECTION NOTES 3/21/23: Cancelled by applicant verbally. Called in too early. | |||
| FIREWALL FINAL | 03/24/2023 | Disapproved - NO FEE | RSIMS |
| Note: 3/24/23: Both A and B units: All fastners on ceiling firerock need to be sealed as required. Garage: conduit penetrations into attic space need to be fully sealed for Firewall final. 3/21/2023 - PREVIOUS INSPECTION NOTES 3/21/23: Cancelled by applicant verbally. Called in too early. | |||
| FIREWALL DRYWALL NAILING | 03/24/2023 | APPROVED | RSIMS |
| Note: 3/21/2023 - PREVIOUS INSPECTION NOTES 3/21/23: Need revision submitted to & approved by the City for the 1/2" drywall installed on either side of the Firewall. Plan detail for the Firewall requires 5/8" firerock. Ceiling firerock checked & approved. 3/14/23: Draft stop applied to truss on side A was checked & approved at Insulation Inspection. RS 1/30/2023 - PREVIOUS INSPECTION NOTES 1/30/23: NOT READY! **** There is no drywall installed on either side of firewall as required. Only the 1/2" drywall as a draft stop is installed. | |||
| FIREWALL FINAL | 03/21/2023 | CANCELLED BY APPLICANT | RSIMS |
| Note: 3/21/23: Cancelled by applicant verbally. Called in too early. | |||
| FIREWALL DRYWALL NAILING | 03/21/2023 | PARTIALLY APPROVED | RSIMS |
| Note: 3/21/23: Need revision submitted to & approved by the City for the 1/2" drywall installed on either side of the Firewall. Plan detail for the Firewall requires 5/8" firerock. Ceiling firerock checked & approved. 3/14/23: Draft stop applied to truss on side A was checked & approved at Insulation Inspection. RS 1/30/2023 - PREVIOUS INSPECTION NOTES 1/30/23: NOT READY! **** There is no drywall installed on either side of firewall as required. Only the 1/2" drywall as a draft stop is installed. | |||
| INSULATION | 03/14/2023 | APPROVED | RSIMS |
| ALL ROUGH | 03/08/2023 | APPROVED | BTAYLOR |
| Note: 3/7/2023 - PREVIOUS INSPECTION NOTES 3/7/23: Unit A has no UFER ground hooked up to the panel. Unit B the copper ground from UFER to meter box & to panel needs to be fully protected from the meter panel to where it exits the cinderblock wall. (NEC 250-92). Inspector Notes from Inspection 2467 2/2/23: Still need revision for Barricade synthethic underlayment used. Original was GAF self adhering. 1/31/2023 - PREVIOUS INSPECTION NOTES 1/31/23: 1). Underlayment nailing does not meet manufacturer's and/or FBC requirements. FBC905.1.1.1(5) (6" & 12" spacing with cap (simplex) nails). 2). Need revision submitted to and approved by the City for different undelayment installed. | |||
| ALL ROUGH | 03/07/2023 | PARTIALLY APPROVED | RSIMS |
| Note: 3/7/23: Unit A has no UFER ground hooked up to the panel. Unit B the copper ground from UFER to meter box & to panel needs to be fully protected from the meter panel to where it exits the cinderblock wall. (NEC 250-92). Inspector Notes from Inspection 2467 2/2/23: Still need revision for Barricade synthethic underlayment used. Original was GAF self adhering. 1/31/2023 - PREVIOUS INSPECTION NOTES 1/31/23: 1). Underlayment nailing does not meet manufacturer's and/or FBC requirements. FBC905.1.1.1(5) (6" & 12" spacing with cap (simplex) nails). 2). Need revision submitted to and approved by the City for different undelayment installed. | |||
| ROOF VALLEY & METAL | 02/02/2023 | APPROVED - AS NOTED | RSIMS |
| Note: 2/2/23: Still need revision for Barricade synthethic underlayment used. Original was GAF self adhering. 1/31/2023 - PREVIOUS INSPECTION NOTES 1/31/23: 1). Underlayment nailing does not meet manufacturer's and/or FBC requirements. FBC905.1.1.1(5) (6" & 12" spacing with cap (simplex) nails). 2). Need revision submitted to and approved by the City for different undelayment installed. | |||
| ROOF VALLEY & METAL | 01/31/2023 | Disapproved - NO FEE | RSIMS |
| Note: 1/31/23: 1). Underlayment nailing does not meet manufacturer's and/or FBC requirements. FBC905.1.1.1(5) (6" & 12" spacing with cap (simplex) nails). 2). Need revision submitted to and approved by the City for different undelayment installed. | |||
| FIREWALL DRYWALL NAILING | 01/30/2023 | Disapproved - NO FEE | RSIMS |
| Note: 1/30/23: NOT READY! **** There is no drywall installed on either side of firewall as required. Only the 1/2" drywall as a draft stop is installed. | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 01/27/2023 | APPROVED | RSIMS |
| Note: 1/25/2023 - PREVIOUS INSPECTION NOTES 1/25/23: Roof sheathing bump checked - Approved / Down cell - Approved / Ties - Approved Garage door bucks not installed yet. They will need to be installed before all rough inspection. Will be checked at all rough. 1). Firewall not built per plan detail in both A and B units. Detail calls for 2" x 4" PT over 3/4" insulation. 1" x 2" was used. 2). Trusses A04 in both units are missing web bracing as required in MiTech. (Marked on MiTek & Truss layout). | |||
| WALL SHEATHING | 01/25/2023 | APPROVED | RSIMS |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 01/25/2023 | Disapproved - NO FEE | RSIMS |
| Note: 1/25/23: Roof sheathing bump checked - Approved / Down cell - Approved / Ties - Approved Garage door bucks not installed yet. They will need to be installed before all rough inspection. Will be checked at all rough. 1). Firewall not built per plan detail in both A and B units. Detail calls for 2" x 4" PT over 3/4" insulation. 1" x 2" was used. 2). Trusses A04 in both units are missing web bracing as required in MiTech. (Marked on MiTek & Truss layout). | |||
| FOUND SURVEY APPROVED (OFFICE) | 01/24/2023 | APPROVED | AMOBLEY |
| TIE BEAM / LINTEL | 12/27/2022 | APPROVED | KSANDOE |
| Note: 12/22/2022 - PREVIOUS INSPECTION NOTES 12/22/22: FBC R606.3.1 Bed and head joints. Unless otherwise required or indicated on the project drawings, head and bedjoints shall be 3/8 inch (9.5 mm) thick, except that the thickness of the bed joint of the starting course placed over foundations shall be not less than 1/4 inch (6.4 mm) and not more than 3/4 inch (19.1 mm). Mortar joint thickness for loadbearing masonry shall be within the following tolerance from the specified dimensions: 1. Bed joint: + 1/8 inch (3.2 mm). 2. Head joint: - 1/4 inch (6.4 mm), + 3/8 inch (9.5 mm). 3. Collar joints: - 1/4 inch (6.4 mm), + 3/8 inch (9.5 mm). Left side unit: 1). 3 window sill are too short on width creating an excessive mortar joint. 2). The same three windows also have mortat beds that are too thick as shown in FBC above. Right side unit: 3). Missing rebar at concrete footer after garage. marked on wall. 4). window sill on the right is too short creating excessive mortar joint & mortar bed is too thick. | |||
| TIE BEAM / LINTEL | 12/22/2022 | Disapproved -FEE REQUIRED | RSIMS |
| Note: 12/22/22: FBC R606.3.1 Bed and head joints. Unless otherwise required or indicated on the project drawings, head and bedjoints shall be 3/8 inch (9.5 mm) thick, except that the thickness of the bed joint of the starting course placed over foundations shall be not less than 1/4 inch (6.4 mm) and not more than 3/4 inch (19.1 mm). Mortar joint thickness for loadbearing masonry shall be within the following tolerance from the specified dimensions: 1. Bed joint: + 1/8 inch (3.2 mm). 2. Head joint: - 1/4 inch (6.4 mm), + 3/8 inch (9.5 mm). 3. Collar joints: - 1/4 inch (6.4 mm), + 3/8 inch (9.5 mm). Left side unit: 1). 3 window sill are too short on width creating an excessive mortar joint. 2). The same three windows also have mortat beds that are too thick as shown in FBC above. Right side unit: 3). Missing rebar at concrete footer after garage. marked on wall. 4). window sill on the right is too short creating excessive mortar joint & mortar bed is too thick. | |||
| MONOLITHIC SLAB | 12/13/2022 | APPROVED | BTAYLOR |
| WATER METER INSTALLATION REQUEST | 12/12/2022 | APPROVED | TCHURCHILL |
| PLUMBING 1ST ROUGH UNDERGROUND | 12/09/2022 | APPROVED | BTAYLOR |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 06/12/2023 | 06/12/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 03/21/2023 | 03/23/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | HOLD | 02/02/2023 | 02/07/2023 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code PLAN REVIEW COMMENTS: 1. Underlayment on the revised Roofing Working Sheet calls for FL 16453. Product Approval Sheet calls for FL 22853. Please provide which underlayment will be installed. | |||
| BLD | HOLD | 02/01/2023 | 02/01/2023 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code PLAN REVIEW COMMENTS: 1. Revised Product Approval was submitted for the proposed underlayment. Please submit a revised City of Palm Coast Roofing Worksheet. | |||
| BLD | COMPLETE | 01/26/2023 | 01/26/2023 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 01/24/2023 | 01/24/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 01/24/2023 | 01/24/2023 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 01/18/2023 | 01/18/2023 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Foundation survey slab elevation is off from site plan by 2' - please revise appropriate drawing and resubmit. | |||
| ZON | COMPLETE | 01/18/2023 | 01/18/2023 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM no zoning changes | |||
| MECH | COMPLETE | 11/07/2022 | 11/08/2022 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 11/04/2022 | 11/04/2022 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| MECH | HOLD | 11/03/2022 | 11/03/2022 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Provide Entire energy calc and heatload for both sides of duplex. | |||
| ZON | HOLD | 11/03/2022 | 11/04/2022 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM There must be 8 - 3gallon shrubs in the front along foundation and 4 on each side of home The Landscape plan shows the foundation plantings to be 1 gallon along the home and Land Development Code requires 3 gallons for medium screening to be planted. Please correct that on plan | |||
| SWALE | COMPLETE | 10/26/2022 | 03/02/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 10/25/2022 | 10/26/2022 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 10/25/2022 | 10/26/2022 |
| Note: Released By: HALEIGH HAND - - | |||
| ELEC | COMPLETE | 10/25/2022 | 10/26/2022 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 10/25/2022 | 10/26/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 10/25/2022 | 10/27/2022 |
| Note: Released By: CANDACE STONE - - CSTONE@PALMCOASTGOV.COM | |||
| MECH | HOLD | 10/25/2022 | 10/26/2022 |
| Note: Held By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM Orientation of Energy Calcs does not match the site plan. Revise to match per R405.4.2.1 FBC Energy Conservation 2020 7Th Edition | |||
| SW1 | COMPLETE | 10/25/2022 | 11/01/2022 |
| Note: Released By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM | |||
| ZON | HOLD | 10/25/2022 | 10/27/2022 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM The Landscape plan shows the foundation plantings to be 1 gallon along the home and Land Development Code requires 3 gallons be planted. Please correct that on plan |
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 | 06/29/2023 |
| PLAN REVIEW - REVISION | ¤32.50 | 06/29/2023 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 06/29/2023 |
| CONNECTION FEES | ¤2,155.76 | 11/14/2022 |
| FIRE IMPACT FEE ADMIN | ¤25.23 | 11/14/2022 |
| FIRE IMPACT FEE ADMIN | (¤25.23) | 11/14/2022 |
| IMPACT FEE FIRE | ¤841.04 | 11/14/2022 |
| IMPACT FEE PARKS | ¤3,538.30 | 11/14/2022 |
| IMPACT FEE SCHOOL | ¤10,900.00 | 11/14/2022 |
| IMPACT FEE TRANSPORTATION | ¤2,738.00 | 11/14/2022 |
| WATER -IRRIGATION INSPECTION | ¤50.00 | 11/14/2022 |
| PARKS IMPACT FEE ADMIN | ¤106.15 | 11/14/2022 |
| PARKS IMPACT FEE ADMIN | (¤106.15) | 11/14/2022 |
| SURCHARGE FS 533.721 | ¤4.00 | 11/14/2022 |
| SURCHARGE - FS 468.631 | ¤6.00 | 11/14/2022 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 11/14/2022 |
| SW ENG INSPECTION 80 | ¤80.00 | 11/14/2022 |
| SW ENG PRE APRON | ¤30.00 | 11/14/2022 |
| SW ENG - REVIEW 20 | ¤20.00 | 11/14/2022 |
| SW ENG RES REVIEW 200 | ¤200.00 | 11/14/2022 |
| TRANS IMPACT FEE ADMIN | ¤82.14 | 11/14/2022 |
| TRANS IMPACT FEE ADMIN | (¤82.14) | 11/14/2022 |
| SEWER CREDIT | (¤3,041.79) | 11/14/2022 |
| SEWER INSPECTION | ¤25.00 | 11/14/2022 |
| SEWER CAPITAL FACILITY | ¤9,879.52 | 11/14/2022 |
| WATER CAPITAL FACILITY FEE | ¤7,253.00 | 11/14/2022 |
| SITE PLAN 30 | ¤30.00 | 11/14/2022 |
| WATER- TURN ON | ¤50.00 | 11/14/2022 |
| ADJUSTMENT 50% | (¤632.75) | 11/14/2022 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 11/14/2022 |
| INSPECTION - RESIDENTIAL | ¤962.50 | 11/14/2022 |
| PLAN REVIEW - RESIDENTIAL | ¤273.00 | 11/14/2022 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤35,516.58 |