Status: COED

Parcel Id: 07-11-31-7065-00160-0090

CONDITIONED SPACE: 2362 sqft

GARAGE: 547 sqft

OPENED PORCH (WITH ROOF) : 330 sqft

OPENED PORCH (WITH ROOF) : 111 sqft

Total Square Footage: 3350 sqft

Block: 00160

Subdivision: 2169 - SECTION 65-KANKAKEE RUN

Job Phone: 386-931-5935

Location Address: 5 KASLO CT

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 03/16/2023

NOC: RECORDED

Applicant name: RYAN JAMES PERRY

Owner: MONKEVITCH EUGENE

Address STE2 PALM COAST, FL 32137

Address 389 PALM COAST PKWY SW PALM COAST, FL 32137

Lot: 0090

Contracted Stated Job Value: ¤350,000.00

Job Description: SINGLE FAMILY RESIDENCE

Type: CN

Contractor

WATERSIDE HOMES RENOVATIONS AND DESIGNS INC

Status	Location Address	State License Number	Phone
ACTIVE	10 BISCAYNE DRIVE PALM COAST, FL 32137	CBC1263021 (Exp: 08/31/2026)	386-931-5395

Sub Contractors

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

DILLON CARRERAS

Status	Location Address	State License Number
ACTIVE	3504 LUNDY ROAD PALATKA, FL 32177	EC13010133 (Exp: 08/31/2026)

RYAN JAMES PERRY

Status	Location Address	State License Number	Phone
ACTIVE	10 BISCAYNE DRIVE PALM COAST, FL 32137	CBC1263021 (Exp: 08/31/2026)	386-931-5395

JUAN CARLOS GONZALEZ

Status	Location Address	State License Number
ACTIVE	1328 COUNTY ROAD 308 CRESCENT CITY, FL 32112	RF11067806 (Exp: 08/31/2027)

STEPHEN COURTEAUX

Status	Location Address	State License Number	Phone	Fax
ACTIVE	85 North Yonge Street Ormond Beach, FL 32174	EC13001748 (Exp: 08/31/2026)	(386) 672-4900	386-676-7472

Inspection History

Type	Request Date	Result	Inspector
ROW - FINAL INSPECTION	04/23/2024	APPROVED - AS NOTED	GBERTOLA
Note: 4/22/24= CORRECTION WERE MADE / PICTURERS ATTACHED 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 APPROVAL FOR THE CONCRETE POUR. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 4/17/2024 - PREVIOUS INSPECTION NOTES 4/17/24=SOME AREAS NEED TO BE ADDRESSED AS WE HAVEN'T NOTICED MUCH CHANGE, PARTICULARLY IN THE BACK LEFT CORNER WHERE THERE HASN'T BEEN ANY IMPROVEMENT AT ALL. I'VE MARKED THE AREAS WITH SPRAY PAINT THAT REQUIRE ATTENTION.. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 4/4/2024 - PREVIOUS INSPECTION NOTES 4/4/24=ON THE BACK PROPERTY LINE, WE NEED TO RAISE THE TOP PART OF THE SLOPE TO PREVENT WATER FROM FLOWING TO THE BACK NEIGHBORING LOT. ON THE LEFT SIDE, WE HAVE REQUESTED YOU TO RAISE THE SLOPE IN THE BACK, BUT YOU HAVE JUST THROWN THE GRASS ON TOP OF THE EXISTING GRASS. WE KINDLY REQUEST YOU TO PICK UP ALL THE GARBAGE AROUND THE PROPERTY, MOVE AND REPAIR THE PORT-LET FROM THE SWALE AND PLACE IT ON YOUR DRIVEWAY. ONLY PARREN- GABE OR rOBERT NEED TO DO THE INSPECTION 10/10/23 YOU NEED TO MOVE YOUR PORTA POTTY ON SITE OFF THE EDGE OF ROAD. WILL BE BACK FOR REINSPECTION 10/12/23 FOR COMPLIANCE.
ROW - FINAL INSPECTION	04/16/2024	Disapproved - NO FEE	GBERTOLA
Note: 4/17/24=SOME AREAS NEED TO BE ADDRESSED AS WE HAVEN'T NOTICED MUCH CHANGE, PARTICULARLY IN THE BACK LEFT CORNER WHERE THERE HASN'T BEEN ANY IMPROVEMENT AT ALL. I'VE MARKED THE AREAS WITH SPRAY PAINT THAT REQUIRE ATTENTION.. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 4/4/2024 - PREVIOUS INSPECTION NOTES 4/4/24=ON THE BACK PROPERTY LINE, WE NEED TO RAISE THE TOP PART OF THE SLOPE TO PREVENT WATER FROM FLOWING TO THE BACK NEIGHBORING LOT. ON THE LEFT SIDE, WE HAVE REQUESTED YOU TO RAISE THE SLOPE IN THE BACK, BUT YOU HAVE JUST THROWN THE GRASS ON TOP OF THE EXISTING GRASS. WE KINDLY REQUEST YOU TO PICK UP ALL THE GARBAGE AROUND THE PROPERTY, MOVE AND REPAIR THE PORT-LET FROM THE SWALE AND PLACE IT ON YOUR DRIVEWAY. ONLY PARREN- GABE OR rOBERT NEED TO DO THE INSPECTION 10/10/23 YOU NEED TO MOVE YOUR PORTA POTTY ON SITE OFF THE EDGE OF ROAD. WILL BE BACK FOR REINSPECTION 10/12/23 FOR COMPLIANCE.
ROW- PROJECT STATUS	04/09/2024	APPROVED	GBERTOLA
Note: Have a meeting with the builder.
BLD - BUILDING FINAL	04/04/2024	Approval - Private Provider	PPROVIDER
ROW - FINAL INSPECTION	04/04/2024	Disapproved - NO FEE	GBERTOLA
Note: 4/4/24=ON THE BACK PROPERTY LINE, WE NEED TO RAISE THE TOP PART OF THE SLOPE TO PREVENT WATER FROM FLOWING TO THE BACK NEIGHBORING LOT. ON THE LEFT SIDE, WE HAVE REQUESTED YOU TO RAISE THE SLOPE IN THE BACK, BUT YOU HAVE JUST THROWN THE GRASS ON TOP OF THE EXISTING GRASS. WE KINDLY REQUEST YOU TO PICK UP ALL THE GARBAGE AROUND THE PROPERTY, MOVE AND REPAIR THE PORT-LET FROM THE SWALE AND PLACE IT ON YOUR DRIVEWAY. ONLY PARREN- GABE OR rOBERT NEED TO DO THE INSPECTION 10/10/23 YOU NEED TO MOVE YOUR PORTA POTTY ON SITE OFF THE EDGE OF ROAD. WILL BE BACK FOR REINSPECTION 10/12/23 FOR COMPLIANCE.
ROW - STORMWATER FINAL	03/28/2024	APPROVED	TPOLACEK
Note: 03/28/24 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. Inspector Notes from Inspection 9465 03/21/24 CORRECTIONS HAVE BEEN MADE TO BACK LINE, SWALE AND BACK YARD. THE RIGHT SIDE PROPERTY LINE LOOKS BETTER. I WILL APPROVE THE FIELD AND MAKE A NOTE FOR FINAL ROW TO CHECK. BUILDER SHOULD CHECK SURE THE AREA BETWEEN PATIO AND AC UNIT ALONG PROPERTY LINE HAS BACK TO FRONT FALL AND NOT JUST DRAIN INTO VACANT. Negatively impact Section 300.01 (A)(1)(C)(6) Section 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) ------------------------------------------------------------------------------------------------------------------------------- 3/13/2024 - PREVIOUS INSPECTION NOTES 1) THE DRAINAGE FEATURE IN THE BACK YARD IS HOLDING WATER NEED TO FIX SO WATER WILL FLOW TO FRONT ROADSIDE SWALE. WITH THE SIDES DRY THAT MEANS HAT THE WATER IS NOT ABLE TO DRAIN PROPERLY. 2) THE DRAINAGE ON THE RIGHT SIDE OF HOUSE DOESN'T HAVE POSITIVE FALL FROM BACK TO FRONT DO TO LOW AREAS AND HIGH SPOTS. Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. 3) THE DRAINAGE ON THE RIGHT AT THE FRONT RIGHT OF WAY LINE JUST GOES INTO BRUSH NEED TO DIVERT THE WATER AROUND AND NOT LET IT GO INTO THE PEP TANK. 4) ALSO PER GABE AND ME NEED TO BUILD THE BACK HIGH POINT HIGHER SO THE WATER WILL NOT IMPACT THE ADJACENT LOT AREA IS PAINTED FOR CLEARIFCATION. --------------------------------------------------------------------------------------------- 3/7/2024 - PREVIOUS INSPECTION NOTES 1) THE DRAINAGE FEATURE IN THE BACK YARD IS HOLDING WATER NEED TO FIX SO WATER WILL FLOW TO FRONT ROADSIDE SWALE. WITH THE SIDES DRY THAT MEANS HAT THE WATER IS NOT ABLE TO DRAIN PROPERLY. 2) THE DRAINAGE ON THE RIGHT SIDE OF HOUSE DOESN'T HAVE POSITIVE FALL FROM BACK TO FRONT DO TO LOW AREAS AND HIGH SPOTS. Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. 3) THE DRAINAGE ON THE RIGHT AT THE FRONT RIGHT OF WAY LINE JUST GOES INTO BRUSH NEED TO DIVERT THE WATER AROUND AND NOT LET IT GO INTO THE PEP TANK. ---------------------------------------------------------------------------------------------------------- rjg 3/5/24. Pictures sent in from the house behind seemed to show the left rear grade is not high enough and is allowing water to drain onto the rear adjacent lot. Please double check before finals are approved.
U -UTILITY RESIDENTIAL FINAL	03/28/2024	FINAL APPROVED	JHARDING
ROW - FINAL APRON (AFTER POUR)	03/28/2024	APPROVED	TPOLACEK
Note: 03/28/24 CONCRETE IS GOOD CUTS ARE MADE CULVERT CLEAR 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. Inspector Notes from Inspection 9465 03/21/24 CORRECTIONS HAVE BEEN MADE TO BACK LINE, SWALE AND BACK YARD. THE RIGHT SIDE PROPERTY LINE LOOKS BETTER. I WILL APPROVE THE FIELD AND MAKE A NOTE FOR FINAL ROW TO CHECK. BUILDER SHOULD CHECK SURE THE AREA BETWEEN PATIO AND AC UNIT ALONG PROPERTY LINE HAS BACK TO FRONT FALL AND NOT JUST DRAIN INTO VACANT. Negatively impact Section 300.01 (A)(1)(C)(6) Section 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) ------------------------------------------------------------------------------------------------------------------------------- 3/13/2024 - PREVIOUS INSPECTION NOTES 1) THE DRAINAGE FEATURE IN THE BACK YARD IS HOLDING WATER NEED TO FIX SO WATER WILL FLOW TO FRONT ROADSIDE SWALE. WITH THE SIDES DRY THAT MEANS HAT THE WATER IS NOT ABLE TO DRAIN PROPERLY. 2) THE DRAINAGE ON THE RIGHT SIDE OF HOUSE DOESN'T HAVE POSITIVE FALL FROM BACK TO FRONT DO TO LOW AREAS AND HIGH SPOTS. Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. 3) THE DRAINAGE ON THE RIGHT AT THE FRONT RIGHT OF WAY LINE JUST GOES INTO BRUSH NEED TO DIVERT THE WATER AROUND AND NOT LET IT GO INTO THE PEP TANK. 4) ALSO PER GABE AND ME NEED TO BUILD THE BACK HIGH POINT HIGHER SO THE WATER WILL NOT IMPACT THE ADJACENT LOT AREA IS PAINTED FOR CLEARIFCATION. --------------------------------------------------------------------------------------------- 3/7/2024 - PREVIOUS INSPECTION NOTES 1) THE DRAINAGE FEATURE IN THE BACK YARD IS HOLDING WATER NEED TO FIX SO WATER WILL FLOW TO FRONT ROADSIDE SWALE. WITH THE SIDES DRY THAT MEANS HAT THE WATER IS NOT ABLE TO DRAIN PROPERLY. 2) THE DRAINAGE ON THE RIGHT SIDE OF HOUSE DOESN'T HAVE POSITIVE FALL FROM BACK TO FRONT DO TO LOW AREAS AND HIGH SPOTS. Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. 3) THE DRAINAGE ON THE RIGHT AT THE FRONT RIGHT OF WAY LINE JUST GOES INTO BRUSH NEED TO DIVERT THE WATER AROUND AND NOT LET IT GO INTO THE PEP TANK. ---------------------------------------------------------------------------------------------------------- rjg 3/5/24. Pictures sent in from the house behind seemed to show the left rear grade is not high enough and is allowing water to drain onto the rear adjacent lot. Please double check before finals are approved.
ROW FIELD SURVEY /GRADING CERTIFICATION	03/21/2024	APPROVED - AS NOTED	TPOLACEK
Note: 03/21/24 CORRECTIONS HAVE BEEN MADE TO BACK LINE, SWALE AND BACK YARD. THE RIGHT SIDE PROPERTY LINE LOOKS BETTER. I WILL APPROVE THE FIELD AND MAKE A NOTE FOR FINAL ROW TO CHECK. BUILDER SHOULD CHECK SURE THE AREA BETWEEN PATIO AND AC UNIT ALONG PROPERTY LINE HAS BACK TO FRONT FALL AND NOT JUST DRAIN INTO VACANT. Negatively impact Section 300.01 (A)(1)(C)(6) Section 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) ------------------------------------------------------------------------------------------------------------------------------- 3/13/2024 - PREVIOUS INSPECTION NOTES 1) THE DRAINAGE FEATURE IN THE BACK YARD IS HOLDING WATER NEED TO FIX SO WATER WILL FLOW TO FRONT ROADSIDE SWALE. WITH THE SIDES DRY THAT MEANS HAT THE WATER IS NOT ABLE TO DRAIN PROPERLY. 2) THE DRAINAGE ON THE RIGHT SIDE OF HOUSE DOESN'T HAVE POSITIVE FALL FROM BACK TO FRONT DO TO LOW AREAS AND HIGH SPOTS. Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. 3) THE DRAINAGE ON THE RIGHT AT THE FRONT RIGHT OF WAY LINE JUST GOES INTO BRUSH NEED TO DIVERT THE WATER AROUND AND NOT LET IT GO INTO THE PEP TANK. 4) ALSO PER GABE AND ME NEED TO BUILD THE BACK HIGH POINT HIGHER SO THE WATER WILL NOT IMPACT THE ADJACENT LOT AREA IS PAINTED FOR CLEARIFCATION. --------------------------------------------------------------------------------------------- 3/7/2024 - PREVIOUS INSPECTION NOTES 1) THE DRAINAGE FEATURE IN THE BACK YARD IS HOLDING WATER NEED TO FIX SO WATER WILL FLOW TO FRONT ROADSIDE SWALE. WITH THE SIDES DRY THAT MEANS HAT THE WATER IS NOT ABLE TO DRAIN PROPERLY. 2) THE DRAINAGE ON THE RIGHT SIDE OF HOUSE DOESN'T HAVE POSITIVE FALL FROM BACK TO FRONT DO TO LOW AREAS AND HIGH SPOTS. Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. 3) THE DRAINAGE ON THE RIGHT AT THE FRONT RIGHT OF WAY LINE JUST GOES INTO BRUSH NEED TO DIVERT THE WATER AROUND AND NOT LET IT GO INTO THE PEP TANK. ---------------------------------------------------------------------------------------------------------- rjg 3/5/24. Pictures sent in from the house behind seemed to show the left rear grade is not high enough and is allowing water to drain onto the rear adjacent lot. Please double check before finals are approved.
ROW FIELD SURVEY /GRADING CERTIFICATION	03/13/2024	Disapproved - NO FEE	PFLANAGAN
Note: 1) THE DRAINAGE FEATURE IN THE BACK YARD IS HOLDING WATER NEED TO FIX SO WATER WILL FLOW TO FRONT ROADSIDE SWALE. WITH THE SIDES DRY THAT MEANS HAT THE WATER IS NOT ABLE TO DRAIN PROPERLY. 2) THE DRAINAGE ON THE RIGHT SIDE OF HOUSE DOESN'T HAVE POSITIVE FALL FROM BACK TO FRONT DO TO LOW AREAS AND HIGH SPOTS. Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. 3) THE DRAINAGE ON THE RIGHT AT THE FRONT RIGHT OF WAY LINE JUST GOES INTO BRUSH NEED TO DIVERT THE WATER AROUND AND NOT LET IT GO INTO THE PEP TANK. 4) ALSO PER GABE AND ME NEED TO BUILD THE BACK HIGH POINT HIGHER SO THE WATER WILL NOT IMPACT THE ADJACENT LOT AREA IS PAINTED FOR CLEARIFCATION. --------------------------------------------------------------------------------------------- 3/7/2024 - PREVIOUS INSPECTION NOTES 1) THE DRAINAGE FEATURE IN THE BACK YARD IS HOLDING WATER NEED TO FIX SO WATER WILL FLOW TO FRONT ROADSIDE SWALE. WITH THE SIDES DRY THAT MEANS HAT THE WATER IS NOT ABLE TO DRAIN PROPERLY. 2) THE DRAINAGE ON THE RIGHT SIDE OF HOUSE DOESN'T HAVE POSITIVE FALL FROM BACK TO FRONT DO TO LOW AREAS AND HIGH SPOTS. Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. 3) THE DRAINAGE ON THE RIGHT AT THE FRONT RIGHT OF WAY LINE JUST GOES INTO BRUSH NEED TO DIVERT THE WATER AROUND AND NOT LET IT GO INTO THE PEP TANK. ---------------------------------------------------------------------------------------------------------- rjg 3/5/24. Pictures sent in from the house behind seemed to show the left rear grade is not high enough and is allowing water to drain onto the rear adjacent lot. Please double check before finals are approved.
ROW- FINAL SURVEY/GRADING CERTIFICATION	03/07/2024	APPROVED	PFLANAGAN
Note: 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. ---------------------------------------------------------------------------- rjg 3/5/24. Pictures sent in from the house behind seemed to show the left rear grade is not high enough and is allowing water to drain onto the rear adjacent lot. Please double check before finals are approved. 3/1/2024 - PREVIOUS INSPECTION NOTES LEFT CULVERT PIPE IS OUT OF TOLERANCE TO SWALE PLAN DIAGRAM. RIGHT CULVERT PIPE IS SHOWING 19.30 TO 19.37 (BACKPITCHED) AND IS ALSO OUT OF TOLERANCE TO SWALE PLAN DIAGRAM. NEED TO RESHOOT THESE PIPE ELEVATIONS FOR ACCURACY TO DETERMINE IF THE PIPE IS INDEED OUT OF TOLERANCE. Inspector Notes from Inspection 9470 2/23/24 UPON WALKING THE PROPERTY, IN THE REAR WITH THE EXCEPTION OF A SMALL ANOMOLY ON THE LEFT SIDE, THE REAR PROPERTY LINE SLOPE IS WITHIN COPC SPECIFICATIONS AND STANDARDS AT THE TIME THIS INSPECTION WAS DONE. THERE IS NO STANDING WATER AT THE TIME OF THIS INSPECTION. PHOTOS ENCLOSED FOR REFERENCE. THE PROPERTY PERMIT HAS NOT BEEN CALLED IN FOR ANY STORMWATER INSPECTIONS AS OF YET. WHEN A SURVEY IS SUBMITTED WE WILL VERIFY ELEVATION NUMBERS AND UNTIL THEN MONITOR THIS SITE. The above property was inspected by Code Enforcement for action order (2024020861) that was received on 2/20/24.The property has water in the rear yard which appears from the new build behind his property. They graded the back yard at 5 Kaslo Ct. toward Mr Luckett's fence. Please see the pictures that document the issue.
ROW FIELD SURVEY /GRADING CERTIFICATION	03/07/2024	Disapproved - NO FEE	PFLANAGAN
Note: 1) THE DRAINAGE FEATURE IN THE BACK YARD IS HOLDING WATER NEED TO FIX SO WATER WILL FLOW TO FRONT ROADSIDE SWALE. WITH THE SIDES DRY THAT MEANS HAT THE WATER IS NOT ABLE TO DRAIN PROPERLY. 2) THE DRAINAGE ON THE RIGHT SIDE OF HOUSE DOESN'T HAVE POSITIVE FALL FROM BACK TO FRONT DO TO LOW AREAS AND HIGH SPOTS. Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet. 3) THE DRAINAGE ON THE RIGHT AT THE FRONT RIGHT OF WAY LINE JUST GOES INTO BRUSH NEED TO DIVERT THE WATER AROUND AND NOT LET IT GO INTO THE PEP TANK. ---------------------------------------------------------------------------------------------------------- rjg 3/5/24. Pictures sent in from the house behind seemed to show the left rear grade is not high enough and is allowing water to drain onto the rear adjacent lot. Please double check before finals are approved.
ROW- FINAL SURVEY/GRADING CERTIFICATION	03/01/2024	Disapproved - NO FEE	FSLADISH
Note: LEFT CULVERT PIPE IS OUT OF TOLERANCE TO SWALE PLAN DIAGRAM. RIGHT CULVERT PIPE IS SHOWING 19.30 TO 19.37 (BACKPITCHED) AND IS ALSO OUT OF TOLERANCE TO SWALE PLAN DIAGRAM. NEED TO RESHOOT THESE PIPE ELEVATIONS FOR ACCURACY TO DETERMINE IF THE PIPE IS INDEED OUT OF TOLERANCE. Inspector Notes from Inspection 9470 2/23/24 UPON WALKING THE PROPERTY, IN THE REAR WITH THE EXCEPTION OF A SMALL ANOMOLY ON THE LEFT SIDE, THE REAR PROPERTY LINE SLOPE IS WITHIN COPC SPECIFICATIONS AND STANDARDS AT THE TIME THIS INSPECTION WAS DONE. THERE IS NO STANDING WATER AT THE TIME OF THIS INSPECTION. PHOTOS ENCLOSED FOR REFERENCE. THE PROPERTY PERMIT HAS NOT BEEN CALLED IN FOR ANY STORMWATER INSPECTIONS AS OF YET. WHEN A SURVEY IS SUBMITTED WE WILL VERIFY ELEVATION NUMBERS AND UNTIL THEN MONITOR THIS SITE. The above property was inspected by Code Enforcement for action order (2024020861) that was received on 2/20/24.The property has water in the rear yard which appears from the new build behind his property. They graded the back yard at 5 Kaslo Ct. toward Mr Luckett's fence. Please see the pictures that document the issue.
U-CROSS CONNECTION	03/01/2024	APPROVED	DHANEY
ROW - DRAINAGE	02/23/2024	APPROVED - AS NOTED	FSLADISH
Note: 2/23/24 UPON WALKING THE PROPERTY, IN THE REAR WITH THE EXCEPTION OF A SMALL ANOMOLY ON THE LEFT SIDE, THE REAR PROPERTY LINE SLOPE IS WITHIN COPC SPECIFICATIONS AND STANDARDS AT THE TIME THIS INSPECTION WAS DONE. THERE IS NO STANDING WATER AT THE TIME OF THIS INSPECTION. PHOTOS ENCLOSED FOR REFERENCE. THE PROPERTY PERMIT HAS NOT BEEN CALLED IN FOR ANY STORMWATER INSPECTIONS AS OF YET. WHEN A SURVEY IS SUBMITTED WE WILL VERIFY ELEVATION NUMBERS AND UNTIL THEN MONITOR THIS SITE. The above property was inspected by Code Enforcement for action order (2024020861) that was received on 2/20/24.The property has water in the rear yard which appears from the new build behind his property. They graded the back yard at 5 Kaslo Ct. toward Mr Luckett's fence. Please see the pictures that document the issue.
ELECTRIC - EARLY POWER	02/21/2024	Approval - Private Provider	PPROVIDER
ROW- PRE-APRON (PRE-POUR)	12/20/2023	APPROVED	PFLANAGAN
Note: CORRECTIONS MADE IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. 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. -------------------------------------------------------------------------------------------------------- 12/19/2023 - PREVIOUS INSPECTION NOTES 1) THE LEFT DRIVEWAY FACE BOARD IS STILL TO FAR IN THE ROADWAY 2) AFTER ADDING SOIL IN DRIVEWAY POURING AREA THERE ARE AREAS THAT DONT GIVE YOU THE MINIMUM AMOUNT OF CONCRETER ABOVE THE RIGHT OF WAY Sec 400.02 Sidewalks and driveways constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk and driveways above the right of way shall be a minimum of 4" thick concrete. ------------------------------------------------------------------------------ 12/15/2023 - PREVIOUS INSPECTION NOTES 12/15/23 FORMBOARDS AT APRON ARE IN THE ROADWAY, THEY NEED TO BE BACK AT THE EDGE OF ROADWAY AND RUN ALONG IT FOR THE DISTANCE OF THE DRIVEWAY. AREA BEHIND ROW IS TO WET TO POUR, I AM SINKING IN WHILE WAKING. NEEDS TO BE PROPERLY COMPACTED AND DRIED OUT. PIPE WAS GOOD AT THE TIME OF THIS INSPECTION. NOT GOING TO FEE YOU TODAY. PLEASE MAKE NECCESSARY CORRECTIONS BEFORE RESUBMITTING FOR PREPOUR INSPECTION. SEE PHOTO FOR REFERENCE.
ROW- PRE-APRON (PRE-POUR)	12/19/2023	Disapproved -FEE REQUIRED	PFLANAGAN
Note: 1) THE LEFT DRIVEWAY FACE BOARD IS STILL TO FAR IN THE ROADWAY 2) AFTER ADDING SOIL IN DRIVEWAY POURING AREA THERE ARE AREAS THAT DONT GIVE YOU THE MINIMUM AMOUNT OF CONCRETER ABOVE THE RIGHT OF WAY Sec 400.02 Sidewalks and driveways constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk and driveways above the right of way shall be a minimum of 4" thick concrete. ------------------------------------------------------------------------------ 12/15/2023 - PREVIOUS INSPECTION NOTES 12/15/23 FORMBOARDS AT APRON ARE IN THE ROADWAY, THEY NEED TO BE BACK AT THE EDGE OF ROADWAY AND RUN ALONG IT FOR THE DISTANCE OF THE DRIVEWAY. AREA BEHIND ROW IS TO WET TO POUR, I AM SINKING IN WHILE WAKING. NEEDS TO BE PROPERLY COMPACTED AND DRIED OUT. PIPE WAS GOOD AT THE TIME OF THIS INSPECTION. NOT GOING TO FEE YOU TODAY. PLEASE MAKE NECCESSARY CORRECTIONS BEFORE RESUBMITTING FOR PREPOUR INSPECTION. SEE PHOTO FOR REFERENCE.
ROW- PRE-APRON (PRE-POUR)	12/15/2023	Disapproved - NO FEE	TPOLACEK
Note: 12/15/23 FORMBOARDS AT APRON ARE IN THE ROADWAY, THEY NEED TO BE BACK AT THE EDGE OF ROADWAY AND RUN ALONG IT FOR THE DISTANCE OF THE DRIVEWAY. AREA BEHIND ROW IS TO WET TO POUR, I AM SINKING IN WHILE WAKING. NEEDS TO BE PROPERLY COMPACTED AND DRIED OUT. PIPE WAS GOOD AT THE TIME OF THIS INSPECTION. NOT GOING TO FEE YOU TODAY. PLEASE MAKE NECCESSARY CORRECTIONS BEFORE RESUBMITTING FOR PREPOUR INSPECTION. SEE PHOTO FOR REFERENCE.
GRAVITY SEWER TEST	12/01/2023	Approval - Private Provider	PPROVIDER
Note: 11/30/2023 1:25:19 PM- PREVIOUS INSPECTION NOTES
GRAVITY SEWER TEST	11/28/2023	CANCELLED BY APPLICANT	PPROVIDER
Note: Inspector Notes from Inspection 9450 THIS WAS A VIRTUAL INSPECTION
U - SEWER TIE IN	11/28/2023	APPROVED - AS NOTED	MGIBSON
Note: THIS WAS A VIRTUAL INSPECTION
ROW - DRAINAGE	10/12/2023	Disapproved -FEE REQUIRED	FSLADISH
Note: 10/12/23 PORTA POTTY STILL NOT MOVED ONTO SITE. BACK FOR REINSPECTION FOR COMPLIANCE ON 10/16/23 ______________________________________________________________________________________________________________________ 10/10/2023 - PREVIOUS INSPECTION NOTES 10/10/23 YOU NEED TO MOVE YOUR PORTA POTTY ON SITE OFF THE EDGE OF ROAD. WILL BE BACK FOR REINSPECTION 10/12/23 FOR COMPLIANCE. ________________________________________________________________________________________________________________________ 10/3/2023 - PREVIOUS INSPECTION NOTES 10/03/23 you need to remove the porta potty from the swale. It is causing water to back up in the swale and not flow to the drainage ditch. Will be back for reinspection for compliance on 10/10/23.
ROW - DRAINAGE	10/10/2023	Disapproved -FEE REQUIRED	FSLADISH
Note: 10/10/23 YOU NEED TO MOVE YOUR PORTA POTTY ON SITE OFF THE EDGE OF ROAD. WILL BE BACK FOR REINSPECTION 10/12/23 FOR COMPLIANCE. ________________________________________________________________________________________________________________________ 10/3/2023 - PREVIOUS INSPECTION NOTES 10/03/23 you need to remove the porta potty from the swale. It is causing water to back up in the swale and not flow to the drainage ditch. Will be back for reinspection for compliance on 10/10/23.
PEP TANK INSTALLATION REQUEST	10/09/2023	APPROVED	CBOWERMASTER
ROW - DRAINAGE	10/03/2023	Disapproved - NO FEE	FSLADISH
Note: 10/03/23 you need to remove the porta potty from the swale. It is causing water to back up in the swale and not flow to the drainage ditch. Will be back for reinspection for compliance on 10/10/23.
INSULATION	09/18/2023	Approval - Private Provider	PPROVIDER
ALL ROUGH	09/14/2023	Approval - Private Provider	PPROVIDER
ALL ROUGH	09/14/2023	Approval - Private Provider	PPROVIDER
ELECTRIC-TUG	09/14/2023	Approval - Private Provider	PPROVIDER
LATH/BRICK/ WATER BARRIER	07/28/2023	Approval - Private Provider	PPROVIDER
ROOF VALLEY & METAL	07/28/2023	Approval - Private Provider	PPROVIDER
WALL SHEATHING	07/12/2023	Approval - Private Provider	PPROVIDER
ROOF SHEATHING / BRACES/TIES/DOWN CELL	07/12/2023	Approval - Private Provider	PPROVIDER
TIE BEAM / LINTEL	05/31/2023	Approval - Private Provider	PPROVIDER
FOUND SURVEY APPROVED (OFFICE)	05/04/2023	APPROVED	TBAKER
MONOLITHIC SLAB	04/18/2023	Approval - Private Provider	PPROVIDER
PLUMBING 1ST ROUGH UNDERGROUND	04/11/2023	Approval - Private Provider	PPROVIDER
WATER METER INSTALLATION REQUEST	03/20/2023	APPROVED	CSTONE

Review History

Department	Status	Date In	Date Out
BLD	CANCEL	10/30/2023	11/02/2023
ENGIN1	COMPLETE	10/30/2023	10/31/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
SW1	COMPLETE	10/30/2023	11/13/2023
Note: Released By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM
ZON	COMPLETE	10/30/2023	10/30/2023
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
ENGIN1	COMPLETE	05/03/2023	05/04/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	05/03/2023	05/03/2023
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
ZON	COMPLETE	02/27/2023	02/27/2023
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
SW1	COMPLETE	02/27/2023	03/06/2023
Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM
ENGIN1	COMPLETE	02/27/2023	02/27/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BLD	COMPLETE	02/02/2023	02/08/2023
Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM
CUSVC	COMPLETE	02/02/2023	02/07/2023
Note: Released By: HALEIGH HAND - -
ELEC	COMPLETE	02/02/2023	02/03/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	02/02/2023	02/02/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
LOCATE	COMPLETE	02/02/2023	02/03/2023
Note: Released By: TONI CHURCHILL - -
MECH	COMPLETE	02/02/2023	02/06/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
SW1	HOLD	02/02/2023	02/08/2023
Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM WATER IS BEING TRAPED IN THE BACK YARD AND IT IS IMPACTING THE LOT BEHIND YOURS
ZON	HOLD	02/02/2023	02/03/2023
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM One additional tree required.
SWALE	COMPLETE	02/02/2023	05/09/2023
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	04/22/2024
SW ENG REINSPECTION 20	¤20.00	04/22/2024
SW ENG REINSPECTION 30	¤30.00	04/22/2024
SW ENG - INSPECTION 20	¤20.00	04/22/2024
SW ENG - INSPECTION 20	¤20.00	04/22/2024
SW ENG - INSPECTION 20	¤20.00	04/22/2024
SW ENG - INSPECTION 20	¤20.00	04/22/2024
SW ENG INSPECTION 80	¤80.00	03/16/2023
SW ENG PRE APRON	¤30.00	03/16/2023
SW ENG - REVIEW 20	¤20.00	03/16/2023
SW ENG RES REVIEW 200	¤200.00	03/16/2023
TRANS IMPACT FEE ADMIN	¤54.36	03/16/2023
TRANS IMPACT FEE ADMIN	(¤54.36)	03/16/2023
SEWER CREDIT	(¤850.00)	03/16/2023
SEWER INSPECTION	¤25.00	03/16/2023
SEWER CAPITAL FACILITY	¤5,344.82	03/16/2023
WATER CAPITAL FACILITY FEE	¤3,923.88	03/16/2023
SITE PLAN 30	¤30.00	03/16/2023
WATER-METER	¤505.39	03/16/2023
WATER- TURN ON	¤25.00	03/16/2023
WATER- TURN ON	¤25.00	03/16/2023
ADJUSTMENT 50%	(¤151.50)	03/16/2023
ADMINISTRATIVE RESIDENTIAL	¤30.00	03/16/2023
ADMINISTRATIVE - RESID PP	¤225.00	03/16/2023
PLAN REVIEW - RESIDENTIAL	¤273.00	03/16/2023
CONNECTION FEES	¤1,166.26	03/16/2023
FIRE IMPACT FEE ADMIN	¤12.62	03/16/2023
FIRE IMPACT FEE ADMIN	(¤12.62)	03/16/2023
FC IMPACT FEE EMS	¤62.00	03/16/2023
IMPACT FEE FIRE	¤420.52	03/16/2023
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	03/16/2023
FC IMPACT FEE LIBRARY	¤268.00	03/16/2023
IMPACT FEE PARKS	¤1,769.15	03/16/2023
IMPACT FEE SCHOOL	¤5,450.00	03/16/2023
IMPACT FEE TRANSPORTATION	¤1,812.00	03/16/2023
WATER -IRRIGATION INSPECTION	¤25.00	03/16/2023
WATER -IRRIGATION INSPECTION	¤25.00	03/16/2023
PARKS IMPACT FEE ADMIN	¤53.07	03/16/2023
PARKS IMPACT FEE ADMIN	(¤53.07)	03/16/2023
SURCHARGE FS 533.721	¤2.00	03/16/2023
SURCHARGE - FS 468.631	¤2.06	03/16/2023
SW ENG - FOUNDATION SURVEY	¤20.00	03/16/2023
Fees	Total Due: ¤0.00	Total Paid: ¤21,125.58