ARBORWOOD COMMUNITY DEVELOPMENT
DISTRICT

LEE COUNTY Regular Board Meeting
FEBRUARY 17, 2025
9:00 A.M.

Special District Services, Inc.
27499 Riverview Center Boulevard, #253 Bonita Springs, FL 33134

www.arborwoodcdd.org 561.630.4922 Telephone 877.SDS.4922 Toll Free 561.630.4923 Facsimile

AGENDA
ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT
Amenity Center Community Room Somerset at the Plantation 10401 Dartington Drive
Fort Myers, Florida, 33913
REGULAR BOARD MEETING
February 17, 2025
9:00 A.M.

Call to Order
Proof of Publication…	Page 1
Establish Quorum
Additions or Deletions to Agenda
Comments from the Public for Items Not on the Agenda
Approval of Minutes
December 16, 2024 Regular Board Meeting Minutes…	Page 2
Old Business
Update on Traffic Study…	Page 6
Update on Golf Course Repairs
Update on School Impact Fee Credits
Update on Clarke/Solitude Contract
New Business
Discussion Regarding Flow -Way
Administrative Matters
Manager’s Report
Financials…	Page 8
Attorney’s Report
Engineer Report
Discussion Regarding Drainage Inspections…	Page 10
Field Inspectors Report
Preserves Compliance Updates
Board Member Comments
Adjourn

Publication Date 2025-02-07

Subcategory Miscellaneous Notices

NOTICE OF REGULAR BOARD MEETING
ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT
The Board of Supervisors (the Board) of the Arborwood Community Development District (the District) will hold a Regular Board Meeting (the Meeting) on February 17, 2025, at 9:00 a.m. in the Amenity Center Community Room, Somerset at the Plantation, 10401 Dartington Drive, Fort Myers, Florida 33913. The purpose of the Regular Board Meeting is for the Board to consider any business which may properly come before it.
The Meeting is open to the public and will be conducted in accordance with the provisions of Florida law for community development districts. The Meeting may be continued in progress without additional notice to a time, date, and location stated on the record. A copy of the agenda for the Meeting may be obtained from the Districts website (www.arborwoodcdd.org) or by contacting the District Manager, Special District Services, at (941) 223-2475. There may be occasions when one or more Supervisors will participate by telephone.
Pursuant to provisions of the Americans with Disabilities Act, any person requiring special accommodations to participate in this Meeting is asked to advise the District Office at least forty-eight (48) hours before the Meeting by contacting the District Manager at (561) 630-4922. If you are hearing or speech impaired, please contact the Florida Relay Service at 1 (800) 955-8770, who can aid you in contacting the District Office.
A person who decides to appeal any decision made at the Meeting with respect to any matter considered at the Meeting is advised that person will need a record of the proceedings and that accordingly, the person may need to ensure that a verbatim record of the proceedings is made including the testimony and evidence upon which the appeal is to be based.
Meetings may be cancelled from time to time without advertised notice. District Manager
Arborwood Community Development District www.arborwoodcdd.org No.11000747 Feb. 7, 2025

Page 1

ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT REGULAR BOARD MEETING
DECEMBER 16, 2024

CALL TO ORDER

The December 16, 2024, Regular Board Meeting of the Arborwood Community Development District (the “District”) was called to order at 9:00 a.m. in the Amenity Center Community Room of the Somerset at the Plantation located at 10401 Dartington Drive, Fort Myers, Florida 33913.

PROOF OF PUBLICATION

Proof of publication was presented that notice of the Regular Board Meeting had been published in the Fort Myers News-Press on December 6, 2024, as legally required.

ESTABLISH A QUORUM

It was determined that the attendance of the following Supervisors constituted a quorum and it was in order to proceed with the meeting:

Chairman	Jeff Gordish	Present	
Vice Chairperson	Karin Hagen	Present	
Supervisor	Jack Aycock	Present	
Supervisor	Donald Schrotenboer	Present	
Supervisor	Christopher Anderson	Present	

Staff members in attendance were:

District Manager	Michelle Krizen	Special District Services, Inc.	
General Counsel	Wes Haber (via phone)	Kutak Rock, LLC	
General Counsel	Kyle McGee (via phone)	Kutak Rock, LLC	
District Engineer	Ryan Lorenz	JR Evans Engineering	
Field Inspector	Bohdan Hirniak	Special District Services, Inc.	

Also present was Ramsey Fisher of Passarella & Associates.

ADDITIONS OR DELETIONS TO THE AGENDA

There were no additions or deletion to the agenda.

Mr. Haber indicated that might be called out of the meeting for a hearing. There was a consensus of the Board to move his items to the beginning of the meeting.

It was noted that Mr. McGee of Mr. Haber’s office was present as well and would be able provide legal advice as well as updating Mr. Haber on what had happened in his absence.

COMMENTS FROM THE PUBLIC FOR ITEMS NOT ON THE AGENDA
Page 1 of 4

There were no comments from the public for items not on the agenda.

APPROVAL OF MINUTES
November 18, 2024, Regular Board Meeting

The November 18, 2024, Regular Board Meeting minutes were presented for consideration.

The Manager’s Report should read, “ Mr. Gordish requested the flow way be billed separately.” Not built as indicated.

The Attorney’s Report should read that Mr. Aycock was considering joining the HOA board. The word “board” needed to be added because he already is part of the HOA.

A MOTION was made by Mr. Gordish, seconded by Mr. Schrotenboer and passed unanimously approving the November 18, 2024, Regular Board Meeting minutes, as amended.

OLD BUSINESS
Update on School Impact Fee Credits

The form Lee County requires for the transfer is ready for execution by the Chair if there are no questions. There were none. Mr. Haber will provide Ms. Krizen with a letter to accompany the form to KCS Plantation, the intended recipients.
There has been no update or contact from the other recipient.

Update on Traffic Study

Mr. Gordish and Mr. Lorenz will meet with the City Manager, Assistant City Manager and a few other officials on January 7, 2025, to discuss the traffic study requirements. TR has provided a quote to complete the study in the amount of approximately $9,000. Since the City is the last one requiring the study, the Board reached a consensus to wait until the after the meeting with the City before approving any proposals.

Update on Golf Course Repairs

Mr. Lorenz indicated that he has been in contact with the vendors and is awaiting the schedule.

Update on Clarke/Solitude Contract

Ms. Krizen reported that she would have this information for discussion and consideration at the next meeting.

NEW BUSINESS
Consider Passarella Agreement

It was noted that this agreement was consistent with the current agreement as well as the fiscal year 2024/2025 budget.

Page 2 of 4

A MOTION was made by Mr. Schrotenboer, seconded by Mr. Gordish and passed unanimously approving the Passarella Agreement and authorizing Mr. Haber to work with District staff to create an agreement for the Chair to execute upon Mr. Haber’s approval.

Consider Resolution No. 2024-09 – Designating Officers
Resolution No. 2024-09 was presented, entitled:

RESOLUTION 2024-09

A RESOLUTION OF THE ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT DESIGNATING A CHAIR, A VICE CHAIR, A SECRETARY, ASSISTANT SECRETARIES, A TREASURER AND AN ASSISTANT TREASURER OF THE ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT, AND PROVIDING FOR AN EFFECTIVE DATE

It was determined that this resolution was not necessary since the consensus of the Board was to keep the current slate of officers.

ADMINISTRATIVE MATTERS
Manager’s Report

Financials
The financials were presented. Mr. Anderson asked about the Panther Mitigation costs. Mr. Fisher explained that if we were to go out to bid, it could cost more. The mitigation parcel is a large area.

Attorney’s Report

Mr. McGee had nothing to report but was available for questions. Mr. Gordish inquired if there was any way to shorten legal ads, as the paper charges per line and the ads are costly. Mr. McGee explained that all the language in the ads are legal requirements and for the protection of the District.

Engineer’s Report

Serer Viewer just completed the inspections. Mr. Lorenz will view the videos and prepare an update/ recommendations for the Board’s review at the next meeting.

A proposal was received from FL GIS Solutions LLC to update the GPS map of the District. Mr. Gordish mentioned the County’s website was currently having issues.

A MOTION was made by Mr. Gordish, seconded by Mr. Schrotenboer and passed unanimously authorizing FL GIS Solutions LLC to update the District’s GIS in the amount of $1,680.

Page 3 of 4

Field Inspector’s Report

The YTD rainfall is 45 inches higher than typical rainfall. The lake levels are dropping and the system is functioning as designed.

Preserves Compliance Report

Inspections will be completed in January. The Panther Parcel is still too wet for treatments but the levels are dropping and treatment is anticipated to be completed shortly.

BOARD MEMBER COMMENTS

Mr. Schrotenboer reported that the Bridgetown HOA requested a meeting with him to discuss the maintenance agreement. The HOA has requested that when inspection memos have been completed that the memo is shared with the HOA.

ADJOURNMENT

There being no further business to come before the Board, a MOTION was made by Mr. Gordish, seconded by Ms. Hagen and passed unanimously adjourning the Regular Board Meeting at 9:52 a.m.

Secretary/Assistant Secretary	Chair/Vice-Chair

Page 4 of 4

ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT
C/O Special District Services, Inc.
2501A Burns Road
Palm Beach Gardens, FL 33410

City of Fort Myers
Community Development Department 1825 Hendry St, Ste 101
Fort Myers, FL 33901

To Marty Lawing,
We are formally requesting a deferral of the ﬁnal Arborwood DRI trafic monitoring report, which is presently required to be conducted in February 2025, to be conducted in 2026.
The development in Arborwood DRI is substantially complete, and all residential units have been constructed. The 2026 monitoring report will accurately reﬂect the Arborwood DRI's build-out trafic conditions, thereby fulﬁlling the DRI's trafic monitoring report requirement.
A fact-ﬁnding meeting was held on January 7th, 2025, between Arborwood CDD and City of Fort Myers City Manager Marty Lawing and Ward #6 Councilwoman Darla Bonk where it was agreed that the best approach was to postpone the ﬁnal trafic monitoring report until February 2026. This deferral serves two primary purposes: to allow time for the City of Fort Myers and Arborwood CDD to review and conﬁrm the trafic report methodology, ensuring the data also aligns with the requirements for a trafic light signal study at the intersection of Plantation Gardens and Treeline Avenue. Second, is to ensure that the study is conducted during peak season and to provide time for the Treeline Apartments located at Treeline Avenue and Plantation Gardens to be more fully occupied thus reﬂecting accurate trafic volumes at the time of conducting the trafic study.
Should you have any questions regarding the foregoing, please let me know. Otherwise, please kindly conﬁrm the City’s agreement to granting the deferral until 2026 by sending me an e-mail at arborwoodcddgordish@gmail.com.

Sincerely, Arborwood CDD

Jeffery A. Gordish
CC: Nicole DeVaughn, AICP Planning Manager Carl Karakos Transportation Engineer
Darla Bonk Councilwoman Ward 6

ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT
C/O Special District Services, Inc.
2501A Burns Road
Palm Beach Gardens, FL 33410
Chairman

CC: Nicole DeVaughn, AICP Planning Manager Carl Karakos Transportation Engineer
Darla Bonk Councilwoman Ward 6

Arborwood Community Development District
Budget vs. Actual
October 2024 through January 2025

Oct '24 - Jan 25	24/25 Budget	$ Over Budget	% of Budget
   
Income

01-3100 • 0 & M Assessments	491,757.11		527,357.00		-35,599.89		93.25%	
01-3812 • Debt Assessments (2018)	2,454,912.15		2,632,565.00		-177,652.85		93.25%	
01-3818 • Debt Assessments (2014A-1)	474,496.65		509,027.00		-34,530.35		93.22%	
01-3819 • Debt Assessments (2014A-2)	101,451.45		108,799.00		-7,347.55		93.25%	
01-3822 • Debt Assess-Pd To Trustee-2018	-2,350,643.45		-2,527,262.00		176,618.55		93.01%	
01-3829 • Debt Asses-Pd To Trustee-2014A1	-454,343.29		-489,445.00		35,101.71		92.83%	
01-3830 • Assessment Fees	-11,715.00		-10,000.00		-1,715.00		117.15%	
01-3831 • Assessment Discounts	-137,903.11		-150,198.00		12,294.89		91.81%	
01-3832 • Debt Asses-Pd To Trustee-2014A2	-97,142.60		-104,580.00		7,437.40		92.89%	
01-3850 • Miscellaneous Income	0.00		15,000.00		-15,000.00		0.0%	
Total Income	470,869.91		511,263.00		-40,393.09		92.1%	
Expense								
01-1130 • Payroll Tax Expense	153.00		880.00		-727.00		17.39%	
01-1131 • Supervisor Fees	2,000.00		11,000.00		-9,000.00		18.18%	
01-1310 • Engineering	2,300.51		50,000.00		-47,699.49		4.6%	
01-1311 • Management Fees	13,636.00		40,908.00		-27,272.00		33.33%	
01-1313 • Website Management	666.64		2,000.00		-1,333.36		33.33%	
01-1315 • Legal Fees	1,417.50		20,000.00		-18,582.50		7.09%	
01-1318 • Assessment/Tax Roll	0.00		5,000.00		-5,000.00		0.0%	
01-1320 • Audit Fees	0.00		5,350.00		-5,350.00		0.0%	
01-1330 • Arbitrage Rebate Fee	0.00		1,000.00		-1,000.00		0.0%	
01-1332 • Amortization Schedule Fee	300.00		500.00		-200.00		60.0%	
01-1450 • Insurance	6,994.00		13,000.00		-6,006.00		53.8%	
01-1480 • Legal Advertisements	698.90		5,250.00		-4,551.10		13.31%	
01-1512 • Miscellaneous	849.15		3,300.00		-2,450.85		25.73%	
01-1513 • Postage and Delivery	169.11		1,150.00		-980.89		14.71%	
01-1514 • Office Supplies	178.85		2,300.00		-2,121.15		7.78%	
01-1540 • Dues, License & Subscriptions	175.00		175.00		0.00		100.0%	
01-1555 • Trustee Fees	8,492.50		27,500.00		-19,007.50		30.88%	

Arborwood Community Development District
Budget vs. Actual
October 2024 through January 2025

	Oct '24 - Jan 25		24/25 Budget		$ Over Budget		% of Budget	
01-1743 • Continuing Disclosure Fee	0.00		3,000.00		-3,000.00		0.0%	
01-1811 • Professional Fee & Permits	0.00		1,250.00		-1,250.00		0.0%	
01-1816 • Treeline Preserve Maint-Exotics	0.00		6,000.00		-6,000.00		0.0%	
01-1818 • DRI / Traffic Monitoring	0.00		5,000.00		-5,000.00		0.0%	
01-1819 • Environment! Cnsltng-Passarella	167.50		22,000.00		-21,832.50		0.76%	
01-1820 • Panther Mitigation Mnt-Exotics	40,000.00		80,000.00		-40,000.00		50.0%	
01-1824 • Field Inspector - Somerset Only	6,222.48		25,500.00		-19,277.52		24.4%	
01-1825 • Lake Maintenance-Somerset Only	16,129.94		46,100.00		-29,970.06		34.99%	
01-1826 • Preserve Maint - Somerset Only	0.00		35,000.00		-35,000.00		0.0%	
01-1827 • Flowway Maintenance	0.00		4,600.00		-4,600.00		0.0%	
01-1828 • Preserve Maint (Parcel C Only)	0.00		7,000.00		-7,000.00		0.0%	
01-1829 • Lake Bank Erosion Mte(Somerset)	5,775.00		45,000.00		-39,225.00		12.83%	
01-1830 • Strmwtr Drains lns/MTE-Somerset	9,950.00		20,000.00		-10,050.00		49.75%	
01-1831 • Strmwtr Drains Ins (Bridgetown)	6,050.00		6,500.00		-450.00		93.08%	
01-1839 • Lake Bank Inspection-Somerset	0.00		7,500.00		-7,500.00		0.0%	
01-1840 • Lake Bank Inspection-Bridgetown	943.75		6,500.00		-5,556.25		14.52%	
01-1850 • Capital Outlay - Small	0.00		1,000.00		-1,000.00		0.0%	
Total Expense	123,269.83		511,263.00		-387,993.17		24.11%	
Net Income	347,600.08		0.00		347,600.08		100.0%	

Bridgetown Balance As Of 1/31/25	$	16,006.25	
Somerset Balance As Of 1/31/25	$	158,623.74	

Bank Balance As Of 1/31/25	$ 1,322,142.45	
Accounts Payable As Of 1/31/25	$	515,220.30	
Other Assets As Of 1/31/25	$	
Total Fund Balance As Of 1/31/25	$	806,922.15	

Series 2014A-1 Bond Balance As Of 1/31/25	$ 4,005,000.00	
Series 2014A-2 Bond Balance As Of 1/31/25	$	470,000.00	
Series 2018A-1 Bond Balance As Of 1/31/25	$ 17,570,000.00	
Series 2018A-2 Bond Balance As Of 1/31/25	$ 6,060,000.00	
Total Bond Balance As Of 1/31/25	$ 28,105,000.00	

INSPECTED 2018

INSPECTED 2018

INSPECTED 2018

N

4'X20'" BOX CULVERT

INSPECTED 2018

PLANTATION GARDENS DR

S-31

S-32

Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

S-35

S-33(1) 18" RCP

S-22

S-34

0  175'  350'	700'
SCALE: 1" = 350'

S-24

S-23

(1) 24" RCP

SOMERSET PROPERTY BOUNDARY
(2) 48" RCP

S-25

S-37

(S-36) UNABLE TO LOCATE

INSPECTED 2018

S-30

CS

36" RCP

S-27

CS

INSPECTED 2018

S-28

S-19

S-38A

18" RCP

S-20

S-21

CS

S-26

36" RCP
INSPECTED 2018

SOUTH

1
2
3
4

NORTH

3

(41) 36" RCP
2
1

S-38B

(8) 24" RCP

S-64

S-63

(1) 30" RCP
(1) 24" RCP
(1) 15" RCP

CS

48" RCP

S-29

S-39

S-43

S-65

CS

S-40

S-42

S-62	S-61

S-41

S-60

(3) 36" RCP

CS
CS

INSPECTED 2018

S-47

S-59

S-50 (JB)

(2) 48" RCP
(1) 38"X60" ERCP

S-45

S-44

S-49

S-51

18" RCP

S-46

S-48

S-58

S-18

S-5 7

24" RCP

S-14

S-53

S-55

S-10

S-7

S-12

S-15

S-54

S-52

(3) 48" RCP

S-1 3

S-56

30" RCP

S-17

S-16

S-11

S-9

(3) 48" RCP

S-8

(3) 24" RCP

INSPECTED 2018

(5) 24" RCP

S-1

S-2

S-6

S-5

S-3

S-4

PER SEWER VIEWER:
THE UNDERWATER CAMERA (ROV) IS USED ON LINES 15” AND LARGER. ON AVERAGE THE ROV CAMERA VIDEOS 10-15 BASIN TO BASIN OR BASIN TO LAKE OUTFALL RUNS PER DAY. IT IS IMPORTANT TO NOTE THAT INSPECTING PIPES UNDERWATER HAS LIMITATIONS. ALTHOUGH THE ROV CAMERA IS DESIGNED FOR UNDERWATER USE, THE VIDEO IS ONLY AS GOOD AS THE CLARITY OF THE WATER. THE VIDEO AND INFORMATION GAINED IS LIMITED BY TURBIDITY AND DIMINISHES IN LARGER DIAMETER PIPES.

THE POLE CAMERA IS A HD CAMERA ON A POLE THAT CAN BE LOWERED INTO A SMALLER OPENING. ITS ZOOM IS UTILIZED TO LOOK DOWN THE DRY PIPE. THE POLE CAMERA GETS A GOOD VIEW OF 40' +/- OF THE PIPE. THIS CAMERA IS USED IN LIMITED ACCESS (REAR) AREAS. ITS USE CAN BE LIMITED PIPE/STRUCTURE CONFIGURATION. ON AVERAGE THE POLE CAMERA CAN BE INSERTED AND VIEWED FROM 25 +/- OPENINGS PER DAY.

LEGEND
PREVIOUSLY INSPECTED
2024
INSPECTION
CONTROL STRUCTURE

ARBORWOOD CDD
2024 SOMERSET DRAINAGE INSPECTION EXHIBIT

ARBORWOOD_CDD_DRAINAGE_2024(2).DWG
February 6, 2025

12-13-2024

Bridgetown (Sewer Viewer Report)	12/13/24	
ADDRESS	STR	TP		STR	TP		P/SZ	P/TP	1130 LF
INSP	Pipe
Condition	Finish?	Silt %	Visibility*	Camera	COMMENT	
12715 Gladstone Way	S-42	GU		S-41	GU		18	RCP		Good	Y	5-10%	Poor	ROV	Silt is light	
	S-41	GU		S-40	GI		24	RCP		Good	Y	0-5%	Poor	ROV	Silt is very light	
	S-42	GU		S-43	OF		30	RCP		Good	Y	0-5%	Fair	ROV	Silt is very light. Light rocks in line. Larger one at end however pipe is 90-95% open	
12743 Gladstone Way	S-45	GU		S-44	GU		38x60	ERCP		Good	Y	5-10%	Fair	ROV	Silt is light	
	S-44	GU		CS	CS		38x60	ERCP		Good	Y	5-10%	Fair	ROV	Silt is light	
	S-45	GU		S-46	OF		48	RCP		Good	Y	0-5%	Fair	ROV	Silt is very light	
Gladstn E of Chadsfd	S-48	GU		S-49	GU		36	RCP		Good	Y	10%	Fair	ROV	Silt is light	
	S-49	GU		S-50	JB		36	RCP		Good	Y	10%	Fair	ROV	Silt is light. S-50 (JB) not shown on map	
	S-50	JB		S-51	OF		36	RCP		Good	Y	10%	Fair	ROV	Silt is light	
	S-48	GU		S-47	OF		36	RCP		Good	Y	10%	Fair	ROV	Silt is light	
12859C hadsford Circle	S-54	GU		S-53	GU		48	RCP		Good	Y	10%	Fair	ROV		
	S-53	GU		S-52	OF		48	RCP		Good	N	See
Comment	Fair	ROV	S-53, on east side has pipe blocked by 75% remnants of a brick bulkhead. Submarine was
unable to enter. Bulkhead needs to be removed.	
	S-54	GU		S-55	OF		48	RCP		Good	Y	50-60%	Fair	ROV	Silt gradually increased to heavy by end of line. Lake bed appears to be high outside pipe.
This would have to be corrected prior to cleaning	
Ballantyne W. of Eppg	S-58	GU		S-57	GU		48	RCP		Good	Y	10%	Fair	ROV	Silt is light	
	S-57	GU		S-56	OF		48	RCP		Good	Y	See
Comment	Fair	ROV	Silt averages 40% throughout line then sudden increase at end to 75%. Line should be
cleaned	
	S-58	GU		S-59	OF		48	RCP		Good	Y	See
Comment	Fair	ROV	Silt averages 40-50% then increases at end to 60-75%	
Treeline Avenue	CS	CS		S-111	OF		18	RCP	288	Good	Y	0%	Very good	ROV	Silt is nil. Light floating biologicals near end	
11171 Laughton Circle	S-114	GU		S-113	GU		30	RCP	22	Good	Y	40%	Good	ROV	Silt is moderate to heavy. Line should be cleaned	
	S-113	GU		S-112	OF		30	RCP	148	Good	N	50-60%	Good	ROV	Silt increased to heavy just inside pipe. Line should be cleaned	
	S-114	GU		S-115	OF		30	RCP	152	Good	Y	25-33%	Good	ROV	Silt is moderate. Line is open but could benefit from cleaning	
Carlingford Road	S-116	HW		CS	CS		30	RCP	60	Good	Y	5%	Excellent	Pole	Line has very light silt	
11314 Tiverton Trace	S-117	CB		S-118	OF		18	RCP	76	UNKN	N	40%	Fair	ROV	Located upstream catch basin, removed filter fabric still in place, sub would not enter pipe
due to silt. Sought pipe end at lake but could not locate.	
11267 Thurston Chase	S-120	GU		S-121	OF		24	RCP	30	Good	Y	5-10%	Fair	ROV	Silt is light	
	S-119	GU		S-120	GU		24	RCP	162	Good	Y	5-10%	Poor	ROV	Visiblity is poor but submarine passed through line with no resistance – line is clear	
11982 Westmoreland
Way	S-123	GU		S-122	GU		24	RCP	24	Good	Y	10%	Good	ROV	Silt is ilght	
	S-123	GU		S-124	OF		24	RCP	168	Good	Y	10%	Good	ROV	Silt is lgith. Light to moderate growth at end of line	

					

					

Page 1

12-10-2024

Bridgetown (Sewer Viewer Report)	12/10/24	
ADDRESS	STR	TP		STR	TP		P/SZ	P/TP	910 LF
INSP	Pipe
Condition	Finish?	Silt %	Visibility*	Camera	COMMENT	
12715 Gladstone Way	S-42	GU		S-41	GU		18	RCP		Good	Y	5-10%	Poor	ROV	Silt is light	
	S-41	GU		S-40	GI		24	RCP		Good	Y	0-5%	Poor	ROV	Silt is very light	
	S-42	GU		S-43	OF		30	RCP		Good	Y	0-5%	Fair	ROV	Silt is very light. Light rocks in line. Larger one at end however pipe is 90-95% open	
12743 Gladstone Way	S-45	GU		S-44	GU		38x60	ERCP		Good	Y	5-10%	Fair	ROV	Silt is light	
	S-44	GU		CS	CS		38x60	ERCP		Good	Y	5-10%	Fair	ROV	Silt is light	
	S-45	GU		S-46	OF		48	RCP		Good	Y	0-5%	Fair	ROV	Silt is very light	
Gladstn E of Chadsfd	S-48	GU		S-49	GU		36	RCP		Good	Y	10%	Fair	ROV	Silt is light	
	S-49	GU		S-50	JB		36	RCP		Good	Y	10%	Fair	ROV	Silt is light. S-50 (JB) not shown on map	
	S-50	JB		S-51	OF		36	RCP		Good	Y	10%	Fair	ROV	Silt is light	
	S-48	GU		S-47	OF		36	RCP		Good	Y	10%	Fair	ROV	Silt is light	
12859C hadsford
Circle	S-54	GU		S-53	GU		48	RCP		Good	Y	10%	Fair	ROV		
	S-53	GU		S-52	OF		48	RCP		Good	N	See
Comment	Fair	ROV	S-53, on east side has pipe blocked by 75% remnants of a brick bulkhead. Submarine was
unable to enter. Bulkhead needs to be removed.	
	S-54	GU		S-55	OF		48	RCP		Good	Y	50-60%	Fair	ROV	Silt gradually increased to heavy by end of line. Lake bed appears to be high outside pipe.
This would have to be corrected prior to cleaning	
Ballantyne W. of Eppg	S-58	GU		S-57	GU		48	RCP		Good	Y	10%	Fair	ROV	Silt is light	
	S-57	GU		S-56	OF		48	RCP		Good	Y	See
Comment	Fair	ROV	Silt averages 40% throughout line then sudden increase at end to 75%. Line should be
cleaned	
	S-58	GU		S-59	OF		48	RCP		Good	Y	See
Comment	Fair	ROV	Silt averages 40-50% then increases at end to 60-75%	
11055 Castlereagh St	S-103	GU		S-102	GU		24	RCP	28	Good	Y	0-5%	Fair	ROV	Silt is light	
	S-102	GU		S-101	OF		24	RCP	160	Good	Y	10%	Good	ROV	Silt is light	
	S-103	GU		S-104	OF		30	RCP	180	Good	N	40-50%	Fair	ROV	At entry of pipe, sandbag lay just oustside roadside CB. Silt began averaging 25-33% but
increased as we approached lake to a level (50%) that wedged submarine against top of pipe, not allowing it to pass. Line should be cleaned	
11828 Rutherford Rd	S-107	GU		S-106	GU		36	RCP	20	Good	Y	10%	Fair	ROV	Silt is light	
	S-106	GU		S-105	OF		36	RCP	172	Good	Y	10%	Fair	ROV	Silt is light	
	S-106	GU		S-107	GU		36	RCP	176	Good	Y	10%	Fair	ROV	Silt is light	
	S-107	GU		S-108	GU		36	RCP	20	Good	Y	10%	Fair	ROV	Silt is light	
	S-108	GU		S-109	OF		36	RCP	154	Good	Y	10%	Fair	ROV	Last joint before west end of pipe at lake has displaced gasket, end has growth or fabric
covering majority of pipe opening – should be removed	

					

					

Page 2

Abbreviation Guide

CI/TI	Curb Inlet or Throat Inlet	
GI	Grate Inlet	
GU	Gutter Inlet	
JB	Junction Box	
EW	Endwall aka. Headwall	
HW	Headwall aka. Endwall	
OF	Outfall	
MES	Mitred End Section	

Reinforced Concrete Pipe or Elliptical RCP
Advanced Drainage Systems (Polyprolpylene) High Density Polyethylene
Polyvinyl Chloride Vitrified Clay Pipe

RCP/ERCP
ADS HDPE PVC VCP

TP/Tp	Type	
Sz	Size	
Z.	Direction	
JTS	Joints (Number of JTS observed used to determine length)	
LF	Linear Feet	
INSP	Inspected	

Page 3

S-117

(1) 36" RCP

S-118

S-116

INSPECTED 2018

S-113

S-114

S-119

0  150'  300'	600'

N

S-112

S-115

SCALE: 1" = 300'

(3) 30" RCP

INSPECTED 2018

PER SEWER VIEWER:
THE UNDERWATER CAMERA (ROV) IS USED ON LINES 15” AND LARGER. ON AVERAGE THE ROV CAMERA VIDEOS 10-15 BASIN TO BASIN OR BASIN TO LAKE OUTFALL RUNS PER DAY. IT IS IMPORTANT TO NOTE THAT INSPECTING PIPES UNDERWATER HAS LIMITATIONS. ALTHOUGH THE ROV CAMERA IS DESIGNED FOR UNDERWATER USE, THE VIDEO IS ONLY AS GOOD AS THE CLARITY OF THE WATER. THE VIDEO AND INFORMATION GAINED IS LIMITED BY TURBIDITY AND DIMINISHES IN LARGER DIAMETER PIPES.

THE POLE CAMERA IS A HD CAMERA ON A POLE THAT CAN BE LOWERED INTO A SMALLER OPENING. ITS ZOOM IS UTILIZED TO LOOK DOWN THE DRY PIPE. THE POLE CAMERA GETS A GOOD VIEW OF 40' +/- OF THE PIPE. THIS CAMERA IS USED IN LIMITED ACCESS (REAR) AREAS. ITS USE CAN BE LIMITED PIPE/STRUCTURE CONFIGURATION. ON AVERAGE THE POLE CAMERA CAN BE INSERTED AND VIEWED FROM 25 +/- OPENINGS PER DAY.

S-105

(4) 36"RCP

S-124

S-122

S-101

S-104

INSPECTED 2018

CS

CS B-1

(1) 18" HDPE

REUSE LAKE CS

S-121

(2) 24" RCP

S-120

BRIDGETOWN PROPERTY BOUNDARY

INSPECTED 2018

CSCS B-2

S-109

S-107

(2) 24" RCP

(3) 30" RCP

S-102

S-123

S-103

INSPECTED 2018

PLANTATION GARDENS DR

PREVIOUSLY INSPECTED
2024
INSPECTION
CONTROL STRUCTURE

LEGEND

S-106

S-108

S-110

S-111

(1) 24" RCP

ARBORWOOD CDD
2024 BRIDGETOWN DRAINAGE INSPECTION EXHIBIT

ARBORWOOD_CDD_DRAINAGE_2024(2).DWG
February 6, 2025

12-13-2024

Bridgetown (Sewer Viewer Report)	12/13/24	
ADDRESS	STR	TP		STR	TP		P/SZ	P/TP	1130 LF
INSP	Pipe
Condition	Finish?	Silt %	Visibility*	Camera	COMMENT	
12715 Gladstone Way	S-42	GU		S-41	GU		18	RCP		Good	Y	5-10%	Poor	ROV	Silt is light	
	S-41	GU		S-40	GI		24	RCP		Good	Y	0-5%	Poor	ROV	Silt is very light	
	S-42	GU		S-43	OF		30	RCP		Good	Y	0-5%	Fair	ROV	Silt is very light. Light rocks in line. Larger one at end however pipe is 90-95% open	
12743 Gladstone Way	S-45	GU		S-44	GU		38x60	ERCP		Good	Y	5-10%	Fair	ROV	Silt is light	
	S-44	GU		CS	CS		38x60	ERCP		Good	Y	5-10%	Fair	ROV	Silt is light	
	S-45	GU		S-46	OF		48	RCP		Good	Y	0-5%	Fair	ROV	Silt is very light	
Gladstn E of Chadsfd	S-48	GU		S-49	GU		36	RCP		Good	Y	10%	Fair	ROV	Silt is light	
	S-49	GU		S-50	JB		36	RCP		Good	Y	10%	Fair	ROV	Silt is light. S-50 (JB) not shown on map	
	S-50	JB		S-51	OF		36	RCP		Good	Y	10%	Fair	ROV	Silt is light	
	S-48	GU		S-47	OF		36	RCP		Good	Y	10%	Fair	ROV	Silt is light	
12859C hadsford Circle	S-54	GU		S-53	GU		48	RCP		Good	Y	10%	Fair	ROV		
	S-53	GU		S-52	OF		48	RCP		Good	N	See
Comment	Fair	ROV	S-53, on east side has pipe blocked by 75% remnants of a brick bulkhead. Submarine was
unable to enter. Bulkhead needs to be removed.	
	S-54	GU		S-55	OF		48	RCP		Good	Y	50-60%	Fair	ROV	Silt gradually increased to heavy by end of line. Lake bed appears to be high outside pipe.
This would have to be corrected prior to cleaning	
Ballantyne W. of Eppg	S-58	GU		S-57	GU		48	RCP		Good	Y	10%	Fair	ROV	Silt is light	
	S-57	GU		S-56	OF		48	RCP		Good	Y	See
Comment	Fair	ROV	Silt averages 40% throughout line then sudden increase at end to 75%. Line should be
cleaned	
	S-58	GU		S-59	OF		48	RCP		Good	Y	See
Comment	Fair	ROV	Silt averages 40-50% then increases at end to 60-75%	
Treeline Avenue	CS	CS		S-111	OF		18	RCP	288	Good	Y	0%	Very good	ROV	Silt is nil. Light floating biologicals near end	
11171 Laughton Circle	S-114	GU		S-113	GU		30	RCP	22	Good	Y	40%	Good	ROV	Silt is moderate to heavy. Line should be cleaned	
	S-113	GU		S-112	OF		30	RCP	148	Good	N	50-60%	Good	ROV	Silt increased to heavy just inside pipe. Line should be cleaned	
	S-114	GU		S-115	OF		30	RCP	152	Good	Y	25-33%	Good	ROV	Silt is moderate. Line is open but could benefit from cleaning	
Carlingford Road	S-116	HW		CS	CS		30	RCP	60	Good	Y	5%	Excellent	Pole	Line has very light silt	
11314 Tiverton Trace	S-117	CB		S-118	OF		18	RCP	76	UNKN	N	40%	Fair	ROV	Located upstream catch basin, removed filter fabric still in place, sub would not enter pipe
due to silt. Sought pipe end at lake but could not locate.	
11267 Thurston Chase	S-120	GU		S-121	OF		24	RCP	30	Good	Y	5-10%	Fair	ROV	Silt is light	
	S-119	GU		S-120	GU		24	RCP	162	Good	Y	5-10%	Poor	ROV	Visiblity is poor but submarine passed through line with no resistance – line is clear	
11982 Westmoreland
Way	S-123	GU		S-122	GU		24	RCP	24	Good	Y	10%	Good	ROV	Silt is ilght	
	S-123	GU		S-124	OF		24	RCP	168	Good	Y	10%	Good	ROV	Silt is lgith. Light to moderate growth at end of line	

					

					

Page 1

12-10-2024

Bridgetown (Sewer Viewer Report)	12/10/24	
ADDRESS	STR	TP		STR	TP		P/SZ	P/TP	910 LF
INSP	Pipe
Condition	Finish?	Silt %	Visibility*	Camera	COMMENT	
12715 Gladstone Way	S-42	GU		S-41	GU		18	RCP		Good	Y	5-10%	Poor	ROV	Silt is light	
	S-41	GU		S-40	GI		24	RCP		Good	Y	0-5%	Poor	ROV	Silt is very light	
	S-42	GU		S-43	OF		30	RCP		Good	Y	0-5%	Fair	ROV	Silt is very light. Light rocks in line. Larger one at end however pipe is 90-95% open	
12743 Gladstone Way	S-45	GU		S-44	GU		38x60	ERCP		Good	Y	5-10%	Fair	ROV	Silt is light	
	S-44	GU		CS	CS		38x60	ERCP		Good	Y	5-10%	Fair	ROV	Silt is light	
	S-45	GU		S-46	OF		48	RCP		Good	Y	0-5%	Fair	ROV	Silt is very light	
Gladstn E of Chadsfd	S-48	GU		S-49	GU		36	RCP		Good	Y	10%	Fair	ROV	Silt is light	
	S-49	GU		S-50	JB		36	RCP		Good	Y	10%	Fair	ROV	Silt is light. S-50 (JB) not shown on map	
	S-50	JB		S-51	OF		36	RCP		Good	Y	10%	Fair	ROV	Silt is light	
	S-48	GU		S-47	OF		36	RCP		Good	Y	10%	Fair	ROV	Silt is light	
12859C hadsford
Circle	S-54	GU		S-53	GU		48	RCP		Good	Y	10%	Fair	ROV		
	S-53	GU		S-52	OF		48	RCP		Good	N	See
Comment	Fair	ROV	S-53, on east side has pipe blocked by 75% remnants of a brick bulkhead. Submarine was
unable to enter. Bulkhead needs to be removed.	
	S-54	GU		S-55	OF		48	RCP		Good	Y	50-60%	Fair	ROV	Silt gradually increased to heavy by end of line. Lake bed appears to be high outside pipe.
This would have to be corrected prior to cleaning	
Ballantyne W. of Eppg	S-58	GU		S-57	GU		48	RCP		Good	Y	10%	Fair	ROV	Silt is light	
	S-57	GU		S-56	OF		48	RCP		Good	Y	See
Comment	Fair	ROV	Silt averages 40% throughout line then sudden increase at end to 75%. Line should be
cleaned	
	S-58	GU		S-59	OF		48	RCP		Good	Y	See
Comment	Fair	ROV	Silt averages 40-50% then increases at end to 60-75%	
11055 Castlereagh St	S-103	GU		S-102	GU		24	RCP	28	Good	Y	0-5%	Fair	ROV	Silt is light	
	S-102	GU		S-101	OF		24	RCP	160	Good	Y	10%	Good	ROV	Silt is light	
	S-103	GU		S-104	OF		30	RCP	180	Good	N	40-50%	Fair	ROV	At entry of pipe, sandbag lay just oustside roadside CB. Silt began averaging 25-33% but
increased as we approached lake to a level (50%) that wedged submarine against top of pipe, not allowing it to pass. Line should be cleaned	
11828 Rutherford Rd	S-107	GU		S-106	GU		36	RCP	20	Good	Y	10%	Fair	ROV	Silt is light	
	S-106	GU		S-105	OF		36	RCP	172	Good	Y	10%	Fair	ROV	Silt is light	
	S-106	GU		S-107	GU		36	RCP	176	Good	Y	10%	Fair	ROV	Silt is light	
	S-107	GU		S-108	GU		36	RCP	20	Good	Y	10%	Fair	ROV	Silt is light	
	S-108	GU		S-109	OF		36	RCP	154	Good	Y	10%	Fair	ROV	Last joint before west end of pipe at lake has displaced gasket, end has growth or fabric
covering majority of pipe opening – should be removed	

					

					

Page 2

Abbreviation Guide

CI/TI	Curb Inlet or Throat Inlet	
GI	Grate Inlet	
GU	Gutter Inlet	
JB	Junction Box	
EW	Endwall aka. Headwall	
HW	Headwall aka. Endwall	
OF	Outfall	
MES	Mitred End Section	

Reinforced Concrete Pipe or Elliptical RCP
Advanced Drainage Systems (Polyprolpylene) High Density Polyethylene
Polyvinyl Chloride Vitrified Clay Pipe

RCP/ERCP
ADS HDPE PVC VCP

TP/Tp	Type	
Sz	Size	
Z.	Direction	
JTS	Joints (Number of JTS observed used to determine length)	
LF	Linear Feet	
INSP	Inspected	

Page 3